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1637 BEACH AVE DWGS 2MASTER SITE PLAN N4035'27" 16.38'(DEE ) N04040'24' W 16.38'(C.C.C.L.) I I I I I I BENCHMARK: MAG NAIL I IN WOOD POWER POLE. ELEVATIO = 11.39 (N.A.V.D.I 1988) I 9.39+ 10 1 12 .STEPS I \ ` 10.44 z \ OO 9., l \_ a o \ \ 13.52 w A w 1�_ PARCEL 170191-0000 RESIDENCE 61 PREAD, SUSAN FLOOD FLOOD ZONE ZONE „tT„ „AO„ lY, (DEPTH 2' ) �. N81-56'33"EI! 202.03'(DEED) N81051'35EI 202.91' (CCCL) ---- 18 _-- 1-7----1 I 15 14 13 12 11 10 ,7.80 I 17 _------ _- --------- �iorx-WAh�-------__ ,.. - \ 15 16 17 =__----- ---- t. _ 4 ::r 13 14 17.75 _ \�• �XISTI BLOCK WALL ..� ` • _ '1... \ LAWN I \ O CB CB 18 117 15 I 14 I3 12 OOO - \ . 0 LADING � • ' . I LAWN /FIR - IT SCREENED O O LAWN PORCH OO F.F.E. 18.47 LAWN I �� :. - `�• . :6.::=: �: �A,�, ._::�-::: ;, 8. '`� O 'r.11 I I 00 ►-� Q +1 --18. 8+ I _ \ O O I ( 1 I 2.50/ U A LANDING B.W.R+e2 4+ 13.6 20.14 0 77 18.8+:. 187+ 18.74 0 I O OO • O I 0 0 +, .80 �O C `% '`+ II KITCHEN +18.28 \ 0 18.28+ O ►n , 8.7 O- 0 OO I O°O G - - - - - - - - "' APARTMENT ; a.i ®, s + , s.74 + - . 4 , .3"4 s , s 5 , s'7 _ I O I I F.F.E. 18.82 + + + +20.24120.31+ 1k_�� - , + W. B w I I 01 Lo 00 GARAGE O + •W BAR DMNG ►n to F.F.E. 9.53 + °�4 O o +17.0 'CO 1 187 2 4 I i RESIDENCErl •• 0 O ':® y 7 0 0 ENTRY GREENHOUSE � O O •i ` � RETENTI• ••''� z LOT � 10 f tl7 I L�7 ON SITE ARE I LZ O « CONTRACTOZ IS TO VARIFY ALL DIMENSIONS AND o r, OF DISCREPANCIES � � I � & LAYOUT o BY LANDSCAPE PART I y y of � ON. LOT O DETAIL 9 I MATERIAL LABLE i 6"ol. > (SIZE AS SHOWN) N81-56'33"EI! 202.03'(DEED) N81051'35EI 202.91' (CCCL) ---- 18 _-- 1-7----1 I 15 14 13 12 11 10 ,7.80 I 17 _------ _- --------- �iorx-WAh�-------__ ,.. - \ 15 16 17 =__----- ---- t. _ 4 ::r 13 14 17.75 _ \�• �XISTI BLOCK WALL ..� ` • _ '1... \ LAWN I \ O CB CB 18 117 15 I 14 I3 12 OOO - \ . 0 LADING � • ' . I LAWN /FIR - IT SCREENED O O LAWN PORCH OO F.F.E. 18.47 LAWN I �� :. - `�• . :6.::=: �: �A,�, ._::�-::: ;, 8. '`� O 'r.11 I I 00 ►-� Q +1 --18. 8+ I _ \ O O I ( 1 I 2.50/ U A LANDING B.W.R+e2 4+ 13.6 20.14 0 77 18.8+:. 187+ 18.74 0 I O OO • O I 0 0 +, .80 �O C `% '`+ II KITCHEN +18.28 \ 0 18.28+ O ►n , 8.7 O- 0 OO I O°O G - - - - - - - - "' APARTMENT ; a.i ®, s + , s.74 + - . 4 , .3"4 s , s 5 , s'7 _ I O I I F.F.E. 18.82 + + + +20.24120.31+ 1k_�� - , + W. B w I I 01 Lo 00 GARAGE O + •W BAR DMNG ►n to F.F.E. 9.53 + °�4 O o +17.0 'CO 1 187 2 4 I i RESIDENCErl •• 0 O ':® y 7 0 0 ENTRY GREENHOUSE � O O •i ` � RETENTI• ••''� z LANDING 17.74 17, M.00(- 7CB + I o \ X1214 1 16 17 18 19 13.N , �:&o , k: (5 2a:Yd I I) F.F.E.220 74 - - - - - LIVING LAUND. STORAGE I 19.76 19. ■ ®_ '00 19. STUDY 000000 _�8. 00 O 00000 + +2'014 4.-- O O % - 114O 00 TPROPOSED 6'HT. SHADOW -BOX FENCE SE 318'16"W 195.35'(C.C.C..�9 20.24 LOT S 3023'1 4"W 194.55'(DEED) 7 1 1 LIGHTING KEY: GENERAL SITE NOTES: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. • DRIVEWAY - INTERLOCKING PAVER SYSTEM DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN - LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE WITH FINAL PAVER SELECTION BY OWNER - RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE - PROVIDE POSITIVE SLOPE - RECESSED WALL MOUNTED LIGHTS FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE - DOUBLE OUTLET (WATER PROOF) WITH ACTUAL DOWN SPOUT LAYOUT. PROVIDE AS NEEDED • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL-DE-SAC AND RIVER. • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. • LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING INSTALLATION. PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDED - SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE TO A A MANUFACTURERS SPECIFICATIONS. CONTRACTOR 7 S NOTES: DIRECTION AND PITCH I i ON SITE ARE TO THE OUTSIDE EDGE / ELEMENT TO BE LAID OUT. « CONTRACTOZ IS TO VARIFY ALL DIMENSIONS AND 13 SCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION 117 « FINAL STAKING & LAYOUT LANDING 17.74 17, M.00(- 7CB + I o \ X1214 1 16 17 18 19 13.N , �:&o , k: (5 2a:Yd I I) F.F.E.220 74 - - - - - LIVING LAUND. STORAGE I 19.76 19. ■ ®_ '00 19. STUDY 000000 _�8. 00 O 00000 + +2'014 4.-- O O % - 114O 00 TPROPOSED 6'HT. SHADOW -BOX FENCE SE 318'16"W 195.35'(C.C.C..�9 20.24 LOT S 3023'1 4"W 194.55'(DEED) 7 1 1 LIGHTING KEY: GENERAL SITE NOTES: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. • DRIVEWAY - INTERLOCKING PAVER SYSTEM DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN - LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE WITH FINAL PAVER SELECTION BY OWNER - RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE - PROVIDE POSITIVE SLOPE - RECESSED WALL MOUNTED LIGHTS FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE - DOUBLE OUTLET (WATER PROOF) WITH ACTUAL DOWN SPOUT LAYOUT. PROVIDE AS NEEDED • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL-DE-SAC AND RIVER. • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. • LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING INSTALLATION. PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDED - SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE TO A A MANUFACTURERS SPECIFICATIONS. CONTRACTOR 7 S NOTES: DIRECTION AND PITCH « DIMENSIONS ON SITE ARE TO THE OUTSIDE EDGE OF THE PROGRAM ELEMENT TO BE LAID OUT. « CONTRACTOZ IS TO VARIFY ALL DIMENSIONS AND NOTIFY LAN SCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION - IN WRITING . « FINAL STAKING & LAYOUT IS TO BE APPROVED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO CONSTRUCT ON. DETAIL KEY: MATERIAL LABLE i 6"ol. > (SIZE AS SHOWN) W� DETAIL NUMBER INTE LOCKING 1 EXISTING CONTOUR PAVES ON SAND 4 DETAIL KEY L 2 2q,.. PROPOSED CONTOUR " SCHED. 40 P.V.C. SHEET NUMBER L)W SLEEVES FOR LIGHTING, IRRIGATION, LEADER LINE DIMENSION LINE CONTRACTO IS TO COORDINATE WITH IRRIGATION & ELECTRICAL CONTRACTOR PRIOR TO LAYING - OUT ANY P VING SO THAT IRRIGATION AND ELEC- TRICAL SLE VING CAN BE FACILITATED. • COORDINAT DIMENSION LAYOUT PLAN WITH CONST- RUCTION D TAILS -SECTION / ELEVATIONS AREA C PORCH I O I { `� F.F.E. 20.25 OII +,8.2 / O E= LAWN I I i I /' I 18 I ' 17 161 15 15 •...;,•]. 1 12 1 .10 O 000 00 0.�.�:,..._:_ � • .:� • ...I. • :.. �'• � . �. � . • : • :,. ' T.:.w:.: x` W W 8.00 18."00 T6.00 U760 .60 T2. + + + ++ ++ + 1 1716o 16 ;Ao 15 14 13 11 11 109.7 INTERLOCKING BLOCK RETAINING WALL I a I ki U 1 Ari 1: GRADING KEY: I DIRECTION AND PITCH -� OF PAVEMENT - - CENTERLINE T.W. TOP OF WALLSPOT BM. BOTTOM OF WALL 1030 ELEVATION CB " " ❑® CATCH BASIN (8"X 8 )SQ. PVC �P HIGH POINT ELEVATION6.46 CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION BASELINE SDR DRAIN P.V.C. RIGID DRAIN PIPE i 6"ol. > (SIZE AS SHOWN) W� Q P.O.B. POINT OF BEGINNING 25 �■u■■■■■ml 4"DI. A.D.S. CORRUGATED DRAIN PIPE WITH FILTER SOCK O 1 EXISTING CONTOUR 4„0l AND #57 STONE BACK -FILL 2q,.. PROPOSED CONTOUR " SCHED. 40 P.V.C. L)W SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... DIMENSION LINE 4"01. (SIZE AS SHOWN) • GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS AND SPOT ELEVATIONS SHOWN ON TF PLANS. W 10'-0" • ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN APPEARANCE. • ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT. 40 PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE @ DES - RADIUS PIONT IGNATED SLOPE AND DIRECTION R=8'-0" t ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE n HAVE BEEN SET BY OTHERS. ALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE AND MAY REQUIRE ON-STIE ADJUSTMENT. 9.7 vl o m GRADING, -PLAN Zoo ��0 Z(04U i DSP 0)XZ 0 IL 0 0,0 ZZ . QO Wa W 1• N U3� �. W Q IFS jr V i W Q QIL W ui �QJ 00Z 0)2m Z0Y <ID0 JNA ORAWN BY: C>.l.._J_L. CHECKEO BY: G.J_L. JOB NUMBER: '172002 -LS SHEET NO. 2.0 OA,, -FE: OB/1B/17 w z w w x W� Q aE­4�x " z L)W W � ORAWN BY: C>.l.._J_L. CHECKEO BY: G.J_L. JOB NUMBER: '172002 -LS SHEET NO. 2.0 OA,, -FE: OB/1B/17 MASTER SITE PLAN j I BENCHMARK `W 10 4 �A MAG RESIDENCE � trJ NAIL S EAD, I SAN IN APARTMENT o N4035'27" o WOOD PART I �] GARAGE 16.38' DEE ( ) POWER O O ' co co � POLE. I N04040'24' W ELEVATION - 16.38'(C.C.C.L.) 11.39 ' I (N.A.V.D. 1988) I I 0 1 _l 12 PbP-upP l ,STEPS OUT-I'LOW W a a O \� pq A � PQ r W Z w o PT" U �0 Fa�a M or a 4 A CO MMW 1+1 0 I I I I I I i � -J4i - 14 15 16 CING) BLOCK WALL (I B 6"DI. ,ANDING a� (j SCREENED PORCH F.F.E. 18.47 '- A C) LOT `W 10 4 �A RESIDENCE � trJ 1 S EAD, S SAN C:) Lo APARTMENT o F.F.E. 18.82 o t� PART I �] GARAGE ko co ►o to F.F.E. 9.53 Lo O O O � co co � z zz )OC PARCEL LOT � 10 4 170191-0000 RESIDENCE � trJ 1 S EAD, S SAN FLOOD FLOOD ZONE ZONE 7,X„ „AO„ (DEPTH 29) N81056'33"E 202.03'(DEED) ' N81051'35"E 202.91' (CCCL) 10 1 8 ----------- 1-7_wALL 4F =----1-6=== 15 14 13 1.2 _ .... --- �. �-- 17 — - - © 6"DI. � ❑e $' D�. { 15 I. 1A LAWN I 3 1 2 _ \ \. CB CB I I \ 1 1 1 171 LAWNI I /' LAWN r ;�:: 'u`:x .`. I ► LAWN cs3 I tv JCJ ,-. I otot KITCHEN HiHiff 0 BAR` . . DINING c i RESIDENCE ENTRY ( I• I I I . ® . ENTRY GREENHOUSE II I I LOT 8 REAREA I 1 n {` I4 I I I s ,~ X60 S.F. F.F.E. 20.74 _ � I I f I ••. .• — — — — — PORCH I LIVING F.F.E. 20.25 I :—DVT FL W WN Fl .: A '•�::; --0- GE / LINE STUDY _ — — i. f I •� 1� [-I-'_r _•--r. _� •. , l __-•7.. �..r-_... F L-- -r , - a _,_ / / -- J FIFr - o O i� O O o .� I•• O LAWN 6„ DLA a I. .;' ;; • / ®0 .....❑.4�a1 ■. .■.41�DI..■■..■■....4�....CB z U / _ POpp�-P � ' ei�T'�FLOW, WA L AININO 14 1„5 1 6 17 18 19 PROPOSED 6'HT. SHADOW-BOX FENCE �9 1 1 7 1 6 15 1 4 1 3 12 1 1 1 0 S83 18 16 W 195.35 (C.C.C. .) 101 1 12 13 6 DI. E6 DI. S83023' 14"W 194.55'(DEED) / LOT 7 I I f / I LIGHTING KEY: GENERAL SITE NOTES: CONTRACTOR 7 S NOTES:• LAYOUT KEY. GRADING KEY:,%� p REPAV�MENTD PITCH SEE SHT. LS -5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, T.W. TOP OF WALL + # Q «DIME SIONS ON SITE ARE TO THE OUTSIDE EDGE LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN OF T E PROGRAM ELEMENT TO BE LAID OUT. CENTERLINE B.W. BOTTOM OF WALL 10.30 SPOT ELEVATION MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND CB FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. ■. I] CATCH BASIN 8"X 8" S `fp HIGH POINT ELEVATION CONTRACTOR IS TO VARIFY ALL DIMENSIONS AND ( ) Q. PVC 6.46 DRIVEWAY - INTERLOCKING PAVER SYSTEM NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES 52 EXISTING ELEVATION • PRIOR TO CONSTRUCTION - IN WRITING DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE BASELINE © CATCH BASIN (12 X 12 )SQ. PVC SDR DRAIN P.V.C. INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS « FINAL STAKING & LAYOUT IS TO BE APPROVED RIGID DRAIN PIPE (- PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN BY LkNDSCAPE ARCHITECT ON SITE PRIOR TO 6"DI. > (SIZE AS SHOWN) - LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE CONSTRUCTION. P 0 B 25 EXISTING CONTOUR 4 DI. A.D.S. CORRUGATED DRAIN PIPE 1 PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE DETAIL KEY' POINT OF BEGINNING o WITH FILTER SOCK AND #57 ~a WITH FINAL PAVER SELECTION BY OWNER STONE BACK -FILL 2� PROPOSED CONTOUR MATERIAL LABLE SCHED. 40 P.V.C. MEN — RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE - PROVIDE POSITIVE SLOPE SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DETAIL NUMBER DIMENSION LINE 4 DI (SIZE AS SHOWN) DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. INTER -LOCKING PAVERS ON SAND 4 DETAIL KEY • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE YL • GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS — DOUBLE OUTLET (WATER PROOF) WITH ACTUAL DOWN SPOUT LAYOUT. — SHEET NUMBER 91, AND SPOT ELEVATIONS SHOWN ON THE PLANS. PROVIDE AS NEEDED 10-0 • ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR LEADER LINE APPEARANCE. OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL-DE-SAC AND RIVER. to ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. ON SITE BY LANDSCAPE ARCHITECT. CON RACTOR IS TO COORDINATE WITH IRRIGATION • PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE ® DES- LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS & ELECTRICAL CONTRACTOR PRIOR TO LAYING - RADIUS PIONT IGNATED SLOPE AND DIRECTION WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING OUT ANY PAVING SO THAT IRRIGATION AND ELEC- R=8'-0" P ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE INSTALLATION. TRICAL SLEEVING CAN BE FACILITATED. n HAVE BEEN SET BY OTHERS. • PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDED • COORDINATE DIMENSION LAYOUT PLAN WITH CONST- -PALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE TO RUC ION DETAILS -SECTION / ELEVATIONS AND MAY REQUIRE ON-STIE ADJUSTMENT. A MANUFACTURER'S SPECIFICATIONS. LOT � 10 4 � � trJ O y o r-, � o o t� PART I �] OF LOT � � r � z N81056'33"E 202.03'(DEED) ' N81051'35"E 202.91' (CCCL) 10 1 8 ----------- 1-7_wALL 4F =----1-6=== 15 14 13 1.2 _ .... --- �. �-- 17 — - - © 6"DI. � ❑e $' D�. { 15 I. 1A LAWN I 3 1 2 _ \ \. CB CB I I \ 1 1 1 171 LAWNI I /' LAWN r ;�:: 'u`:x .`. I ► LAWN cs3 I tv JCJ ,-. I otot KITCHEN HiHiff 0 BAR` . . DINING c i RESIDENCE ENTRY ( I• I I I . ® . ENTRY GREENHOUSE II I I LOT 8 REAREA I 1 n {` I4 I I I s ,~ X60 S.F. F.F.E. 20.74 _ � I I f I ••. .• — — — — — PORCH I LIVING F.F.E. 20.25 I :—DVT FL W WN Fl .: A '•�::; --0- GE / LINE STUDY _ — — i. f I •� 1� [-I-'_r _•--r. _� •. , l __-•7.. �..r-_... F L-- -r , - a _,_ / / -- J FIFr - o O i� O O o .� I•• O LAWN 6„ DLA a I. .;' ;; • / ®0 .....❑.4�a1 ■. .■.41�DI..■■..■■....4�....CB z U / _ POpp�-P � ' ei�T'�FLOW, WA L AININO 14 1„5 1 6 17 18 19 PROPOSED 6'HT. SHADOW-BOX FENCE �9 1 1 7 1 6 15 1 4 1 3 12 1 1 1 0 S83 18 16 W 195.35 (C.C.C. .) 101 1 12 13 6 DI. E6 DI. S83023' 14"W 194.55'(DEED) / LOT 7 I I f / I LIGHTING KEY: GENERAL SITE NOTES: CONTRACTOR 7 S NOTES:• LAYOUT KEY. GRADING KEY:,%� p REPAV�MENTD PITCH SEE SHT. LS -5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, T.W. TOP OF WALL + # Q «DIME SIONS ON SITE ARE TO THE OUTSIDE EDGE LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN OF T E PROGRAM ELEMENT TO BE LAID OUT. CENTERLINE B.W. BOTTOM OF WALL 10.30 SPOT ELEVATION MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND CB FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. ■. I] CATCH BASIN 8"X 8" S `fp HIGH POINT ELEVATION CONTRACTOR IS TO VARIFY ALL DIMENSIONS AND ( ) Q. PVC 6.46 DRIVEWAY - INTERLOCKING PAVER SYSTEM NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES 52 EXISTING ELEVATION • PRIOR TO CONSTRUCTION - IN WRITING DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE BASELINE © CATCH BASIN (12 X 12 )SQ. PVC SDR DRAIN P.V.C. INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS « FINAL STAKING & LAYOUT IS TO BE APPROVED RIGID DRAIN PIPE (- PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN BY LkNDSCAPE ARCHITECT ON SITE PRIOR TO 6"DI. > (SIZE AS SHOWN) - LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE CONSTRUCTION. P 0 B 25 EXISTING CONTOUR 4 DI. A.D.S. CORRUGATED DRAIN PIPE 1 PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE DETAIL KEY' POINT OF BEGINNING o WITH FILTER SOCK AND #57 ~a WITH FINAL PAVER SELECTION BY OWNER STONE BACK -FILL 2� PROPOSED CONTOUR MATERIAL LABLE SCHED. 40 P.V.C. MEN — RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE - PROVIDE POSITIVE SLOPE SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DETAIL NUMBER DIMENSION LINE 4 DI (SIZE AS SHOWN) DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. INTER -LOCKING PAVERS ON SAND 4 DETAIL KEY • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE YL • GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS — DOUBLE OUTLET (WATER PROOF) WITH ACTUAL DOWN SPOUT LAYOUT. — SHEET NUMBER 91, AND SPOT ELEVATIONS SHOWN ON THE PLANS. PROVIDE AS NEEDED 10-0 • ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR LEADER LINE APPEARANCE. OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL-DE-SAC AND RIVER. to ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. ON SITE BY LANDSCAPE ARCHITECT. CON RACTOR IS TO COORDINATE WITH IRRIGATION • PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE ® DES- LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS & ELECTRICAL CONTRACTOR PRIOR TO LAYING - RADIUS PIONT IGNATED SLOPE AND DIRECTION WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING OUT ANY PAVING SO THAT IRRIGATION AND ELEC- R=8'-0" P ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE INSTALLATION. TRICAL SLEEVING CAN BE FACILITATED. n HAVE BEEN SET BY OTHERS. • PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDED • COORDINATE DIMENSION LAYOUT PLAN WITH CONST- -PALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE TO RUC ION DETAILS -SECTION / ELEVATIONS AND MAY REQUIRE ON-STIE ADJUSTMENT. A MANUFACTURER'S SPECIFICATIONS. REVISED C)ESORIPTION SATE C, Zoo �001m Z0 Fri DAF N z 0�� 0 UJ ZZO 00 Wil IL W [. I 1� c� 0 N Uci 3co C9 WQQ BYO W QQ- WOW LuQJ QOZ 0) 0 Z00) 0Y Q�Q JNA ORAWN BY: r—>_J_L. CHECKEO BY: G_J.L. JOB NUMBER: 1_72002 -LS mm Idea" LS 2.1 OA -FE: 02/2B/'IB y � o t� Crj rco U�� CT tl m REVISED C)ESORIPTION SATE C, Zoo �001m Z0 Fri DAF N z 0�� 0 UJ ZZO 00 Wil IL W [. I 1� c� 0 N Uci 3co C9 WQQ BYO W QQ- WOW LuQJ QOZ 0) 0 Z00) 0Y Q�Q JNA ORAWN BY: r—>_J_L. CHECKEO BY: G_J.L. JOB NUMBER: 1_72002 -LS mm Idea" LS 2.1 OA -FE: 02/2B/'IB MASTER SITE PLAN N4035'27" 16.38'(DEE ) N04040'24' W 16.38'(C.C.C.L.) w A o x Wo>a 0 = �I�gxM F+•I W, w a a a W 0 w i I I I I BENCHMARK: r -i 9.50+ 10 11 14 15 16 BLOCK WALL (EXIS PING ) C 6"DI. ING SCREENED PORCH F.F.E. 18.47 aA �W ACTOR'S NOTES: LA « DIMENSI NS ON SITE ARE TO THE OUTSIDE EDGE OF THE '111 « CONTRA TOR IS TO VARIFY -i o '1 o ►c� PRIOR TO APARTMENT IN WRITING . F.F.E. 18.82 ..i II1�� ;,o co GARAGE ►O Vn F.F.E. 9.53 ►r, o 00 L KEY: co � . i • r r MATERIAL LABLE zz PROPOSED CONTOUR SCHED. 40 P.V.C. -,NJ SLEEVES FOR LIGHTING, IRRIGATION, INTER—LOCKING a �I (SIZE AS SHOWN) PAVERS ON SAND a DETAIL KEY • GRADE SITE TO A TOLLERANCE OF +/— 2" OF THE CONTOURS L 2 No ON MEMOmomm �$�fjj ��� �.■ *ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN no r -i 9.50+ 10 11 14 15 16 BLOCK WALL (EXIS PING ) C 6"DI. ING SCREENED PORCH F.F.E. 18.47 aA �W ACTOR'S NOTES: LA « DIMENSI NS ON SITE ARE TO THE OUTSIDE EDGE OF THE PROGRAM ELEMENT TO BE LAID OUT. « CONTRA TOR IS TO VARIFY -i o NOTIFY o ►c� PRIOR TO APARTMENT IN WRITING . F.F.E. 18.82 & LAYOUT II1�� ;,o co GARAGE ►O Vn F.F.E. 9.53 ►r, o 00 L KEY: co � MATERIAL LABLE zz PROPOSED CONTOUR 17 PARCEL i # 170191-0000 �I RESI ENCE 61 FLOOD FLOOD f§kE D, ZONE ZONE SUS "X" "AO" (DEPTH 2' ) N81056'3399E 202.03'(DEED) N81051'35"E 202.91' (CCC ) rTl r PART OF LOT 9 LOT 10 --_______--_-------------- 1-7----1__ I 15 14 13 12 11 10 ---------- 18—�LOPK—W-AI--------- >:..,:.� _{:• '`Y:.aAY'r�:�'i.'s..,r�','v:.hw motif}if r_,,;::.;.•.''�. \ _. �■ s"DI.LAWN � �c s Dr.—� _ .:� 15 14 I t 3 12 1 i8 17 7 to I \ 0 LAWN''FIR 1 R " - . ! •. LAWN^ • , _ .. � - '!; I I .. : .. :... . . ... . s.. ., .,; :.•... tet. • .: � � n � • ,� �z IT :i...'F � R "� •.+�:' f tom. ` I LAWN aol 4. �(� h '' illlllia _ : � -- _ _ � � �.., I �,, I��:;•...MEMO,. �,. 11�■■■■■�♦ A il�lll I � ��' � , i ' ' �� � • e � e El ®� ■ ' —� �'— -------moi � MOM -MOM . � 1 � • MEMO■ A it Ilil' gill No�OMNI iI I i I Iii!! No , ` -- • -_ 1 1� ='' ��� i • ii■ I ■int■■■��� liii� I (' 1 iii 10 11MINIM nl■■■■■■I�■■■■■�■■II■■rr�■■■�■��■■■■■u■■■■■■�■■■■■u■■ ■■■■■■■■■■■■■■■■■■■�■■ u � 6"DI.—� uv PROPOSED 6'HT. SHADOW —BOX FENCE_T9 583018'16"W 195.35(C.C.C.$.) LOT 583023' 14"W 194.55'(DEED) 7 i LIGHTING KEY: GENERAL SITE NOTES: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE '41DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, LIGHTING SYSTEMS". PROVIDE CUT—SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. • DRIVEWAY — INTERLOCKING PAVER SYSTEM DECORATIVE PAVERS ON COMPACTED "CRUSH—CRETE" BASE INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS PAVER FIELD—"BELGIAN BLOCK"(TUMBLED)—ENGLISH BOND PATTERN — LOW SPREADING WALKWAY LIGHTS PAVER BANDING—"BELGIAN BLOCK" — DOUBLE SAILOR COURSE PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE WITH FINAL PAVER SELECTION BY OWNER - RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE — PROVIDE POSITIVE SLOPE MOOFOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE ■ - DOUBLE OUTLET (WATER PROOF) WITH ACTUAL DOWN SPOUT LAYOUT. PROVIDE AS NEEDED • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL—DE—SAC AND RIVER. • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. • LANDSCAPE LIGHTING — VERIFY LANDSCAPE LIGHTING REQUIREMENTS WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING INSTALLATION. • PLANTER RETAINING WALLS — STRUCTURAL ENGINEERING TO BE PROVIDED - SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO—GRID TIE BACKS AND DRAINAGE TO A A MANUFACTURER'S SPECIFICATIONS. CONT ACTOR'S NOTES: � « DIMENSI NS ON SITE ARE TO THE OUTSIDE EDGE OF THE PROGRAM ELEMENT TO BE LAID OUT. « CONTRA TOR IS TO VARIFY ALL DIMENSIONS AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION — IN WRITING . « FINAL STAKING & LAYOUT II1�� BY LANDSCAPE ■ B CONSTRUCTION. DETA L KEY: o WITH FILTER SOCK AND #57 � MATERIAL LABLE 2k". PROPOSED CONTOUR SCHED. 40 P.V.C. DETAIL NUMBER SLEEVES FOR LIGHTING, IRRIGATION, INTER—LOCKING a �I (SIZE AS SHOWN) PARCEL i # 170191-0000 �I RESI ENCE 61 FLOOD FLOOD f§kE D, ZONE ZONE SUS "X" "AO" (DEPTH 2' ) N81056'3399E 202.03'(DEED) N81051'35"E 202.91' (CCC ) rTl r PART OF LOT 9 LOT 10 --_______--_-------------- 1-7----1__ I 15 14 13 12 11 10 ---------- 18—�LOPK—W-AI--------- >:..,:.� _{:• '`Y:.aAY'r�:�'i.'s..,r�','v:.hw motif}if r_,,;::.;.•.''�. \ _. �■ s"DI.LAWN � �c s Dr.—� _ .:� 15 14 I t 3 12 1 i8 17 7 to I \ 0 LAWN''FIR 1 R " - . ! •. LAWN^ • , _ .. � - '!; I I .. : .. :... . . ... . s.. ., .,; :.•... tet. • .: � � n � • ,� �z IT :i...'F � R "� •.+�:' f tom. ` I LAWN aol 4. �(� h '' illlllia _ : � -- _ _ � � �.., I �,, I��:;•...MEMO,. �,. 11�■■■■■�♦ A il�lll I � ��' � , i ' ' �� � • e � e El ®� ■ ' —� �'— -------moi � MOM -MOM . � 1 � • MEMO■ A it Ilil' gill No�OMNI iI I i I Iii!! No , ` -- • -_ 1 1� ='' ��� i • ii■ I ■int■■■��� liii� I (' 1 iii 10 11MINIM nl■■■■■■I�■■■■■�■■II■■rr�■■■�■��■■■■■u■■■■■■�■■■■■u■■ ■■■■■■■■■■■■■■■■■■■�■■ u � 6"DI.—� uv PROPOSED 6'HT. SHADOW —BOX FENCE_T9 583018'16"W 195.35(C.C.C.$.) LOT 583023' 14"W 194.55'(DEED) 7 i LIGHTING KEY: GENERAL SITE NOTES: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE '41DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, LIGHTING SYSTEMS". PROVIDE CUT—SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. • DRIVEWAY — INTERLOCKING PAVER SYSTEM DECORATIVE PAVERS ON COMPACTED "CRUSH—CRETE" BASE INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS PAVER FIELD—"BELGIAN BLOCK"(TUMBLED)—ENGLISH BOND PATTERN — LOW SPREADING WALKWAY LIGHTS PAVER BANDING—"BELGIAN BLOCK" — DOUBLE SAILOR COURSE PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE WITH FINAL PAVER SELECTION BY OWNER - RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE — PROVIDE POSITIVE SLOPE MOOFOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE ■ - DOUBLE OUTLET (WATER PROOF) WITH ACTUAL DOWN SPOUT LAYOUT. PROVIDE AS NEEDED • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL—DE—SAC AND RIVER. • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. • LANDSCAPE LIGHTING — VERIFY LANDSCAPE LIGHTING REQUIREMENTS WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING INSTALLATION. • PLANTER RETAINING WALLS — STRUCTURAL ENGINEERING TO BE PROVIDED - SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO—GRID TIE BACKS AND DRAINAGE TO A A MANUFACTURER'S SPECIFICATIONS. CONT ACTOR'S NOTES: � « DIMENSI NS ON SITE ARE TO THE OUTSIDE EDGE OF THE PROGRAM ELEMENT TO BE LAID OUT. « CONTRA TOR IS TO VARIFY ALL DIMENSIONS AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION — IN WRITING . « FINAL STAKING & LAYOUT IS TO BE APPROVED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO CONSTRUCTION. DETA L KEY: o WITH FILTER SOCK AND #57 � MATERIAL LABLE 2k". PROPOSED CONTOUR SCHED. 40 P.V.C. DETAIL NUMBER SLEEVES FOR LIGHTING, IRRIGATION, INTER—LOCKING a �I (SIZE AS SHOWN) PAVERS ON SAND a DETAIL KEY • GRADE SITE TO A TOLLERANCE OF +/— 2" OF THE CONTOURS L 2 AND SPOT ELEVATIONS SHOWN ON THE PLANS. *ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN SHEET NUMBER APPEARANCE. LEADER LINE •► CONTRACTOR IS TO COORDINATE WITH IRRIGATION & ELECTRICAL CONTRACTOR PRIOR TO LAYING — OUT ANY PAVING SO THAT IRRIGATION AND ELEC— TRICAL SLEEVING CAN BE FACILITATED. • COORDINATE DIMENSION LAYOUT PLAN WITH CONST— RUCTION DETAILS —SECTION / ELEVATIONS - - CENTERLINE 4 BASELINE I .t :�A :I.r' .• t � .s��•d� t ■ .■..... ■..■.■ .MEMO ■..■. ■..■.....■*....■..MEMO.*■.■.■.■.. ..■ .■ i 17 16 15 14 13 1-2 11 10 INTERLOCKING BLOCK I RETAINING WALL P.O.B. J� POINT OF BEGINNING DIMENSION LINE 0'-0" RADIUS PIONT R=8'-0" n GRADING KEY: �% DIRECTION AND PITCH � OF PAVEMENT T.W. TOP OF WALL + SPOT ELEVATION B.W. BOTTOM OF WALL 10.30 CB Al CATCH BASIN (89'X 8")SQ. PVC IIP 6.46 HIGH POINT ELEVATION CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION SDR DRAIN P.V.C. RIGID DRAIN PIPE 6"DI. ' (SIZE AS SHOWN) 25 � I■■■■■■■■M 4"DI. A.D.S. CORRUGATED DRAIN PIPE EXISTING CONTOUR �---, o WITH FILTER SOCK AND #57 � STONE BACK—FILL 2k". PROPOSED CONTOUR SCHED. 40 P.V.C. SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... a �I (SIZE AS SHOWN) • GRADE SITE TO A TOLLERANCE OF +/— 2" OF THE CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS. *ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN APPEARANCE. • ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT. • PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE ® DES— IGNATED SLOPE AND DIRECTION P ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE HAVE BEEN SET BY OTHERS. 40 ALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE AND MAY REQUIRE ON—STIE ADJUSTMENT. y r-4 A d tt STORM DRAINAGE PLAN REVISEO ME8CRIPTION DATE 700 (0 Oo 0 ZNU <q DWF NXz 0 L� 0 LU ZZ 00 Wiia W 1� C1 (n N U3� WQQ z�° jrYj W W W Buz �0IN Y Q0a J,-� ORAWN BY: CHECKEO BY: JOB NUMBER: 172002 -LS SHEET NO. L w' o,o,TE: oBi16i1� MASTER SITE__ I P -LAN ' I I I I I CONTRACTOR'S -DIMENSIONS I I I I BENCHMARK i Z MAG ' W NAIL I 1� IN N4035'27" WOOD ' 16.38'(DEED) 16.38' DEE) POWER 10.30 I N04040'24' W ELEVATION= 16.38'(C.C.C.L.)11.39 � ALL DIMENSIONS AND (N.A.V.D. 0 1988) I EXISTING ELEVATION I 1 ' PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN X10 o ON SITE PRIOR TO o I `I \ D ■ 014' O _ z \— W Ln ����1• II WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE I w � W W� GENERAL SITE NOTES: MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, DIMENSIONED* CONTRACTOR'S -DIMENSIONS NOTES: Z W r� �o 1� a w v 0 10 a CENTERLINE a A 10.30 FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. ,. 1 0- CON RACTOR IS TO VARIFY ALL DIMENSIONS AND MwM M+i 0 IS TO BE APPROVED EXISTING ELEVATION BASELINE PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN BY LANDSCAPE o ON SITE PRIOR TO o I `I D CENT RLINE O _ 3TRUCTION. Ln ����1• II WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE of I I'LL---����■��LJ■� � EXISTING CONTOUR 1 GARAGE Lo I In .. 12 13 . I 15 BLOCK • I . DJI / `FA 111 PORCH .�j •� �jIMASONEY 101 1 1'3 WALL ---90,14' I -- — — — — GENERAL SITE NOTES: MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, DIMENSIONED* CONTRACTOR'S -DIMENSIONS NOTES: LOT DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN OF I � 10 MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND CENTERLINE DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE 10.30 FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. ,. 1 0- CON RACTOR IS TO VARIFY ALL DIMENSIONS AND r FINA STAKING & LAYOUT IS TO BE APPROVED EXISTING ELEVATION BASELINE PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN BY LANDSCAPE L� ON SITE PRIOR TO SDR DRAIN P.V.C. APARTMENT �� 3TRUCTION. 18.82 ����1• II WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE I'LL---����■��LJ■� � EXISTING CONTOUR 1 GARAGE \Ire... ...... In .. .� CEL Lo 0 00 STEPS c :. c ii DRAINAGE... co co 17 �J ! 4 PART I ,� /2 2 10'-2" ,*GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE y Fi � AND SPOT ELEVATIONS SHOWN ON THE PLANS. DETAIL NUMBER L 0 ��% ■��'� 7� J•It■••••�I■••\1••••••■1 INN �jIMASONEY 101 1 1'3 WALL ---90,14' I -- — — — — N81056'33"EI 202.03'(DEED) N81051'35"t 202.91' (CCCL) F---------- ------- I _— ----- _ _______U_�_�7T—�p------- 17----1_6=_— 15 14 1.3 12 . 1 ,..�... 10 —— — — — — — — — — 18 —1JL]lifil_wALL ------ "— - r��' `:i: u.. r• .. .. . \: .%s:'�. �' .• .�•: ,: I•,+• •.� . ^.:. 17 -- 17 15 4 Co �_l CB Ce 1$ 171 8f' BASELINE LOCATE BASELINE J T RDFF OF NORTHWEST CORNER OF HOME 24'-3" I LAWN i I I i I f :r 10 0 LAWN 89-811 !1'2'=-10 LA1fN I i 69" 79-831 J 7' 12" I ' S I I I J ~ —J J ,` , 12 4-0„ 79-099 I "ol //�o,/ KrrCl[ENvc�II 0— DS d -W I STEPS 6 -TREADS 0 12” EA. I i •' ;:: :.. .. :;_ ' . 6—RISERS ® 6" EA. — BAR — DINING (I II 1 - I i :® E C NTRY C STEPS i RESID N E E . t:•.RETENTI 2—TREADS pOl 2 EA. I I p E GREENHOUSE I I LOT 8 3 -RISERS 6" EA. �. I I \_: AREA II ' 2.60 S.F. i� �Tj i I F.F.E. 20.74 \: r : ' I L CATE CgN RLI !- ... G — — — — — PORCH I — � I I _ i LI OFFF RC �DdOWAY;a..:'• LIVING F.F.E. 20.25 I IF STORAGE I I 5, O I P.j(���. Y ' r s%i: d•' ''� R INE -- •E L STUDY .J. OBASELINE Ml i J - ATE' BASELINE LOC OOCORNER OF I I J J 00 00 , , Doo 0 � ...�.. • .. I . .., .. J... . J. ..:. • •�... - '-o' 127 1IN PROPOSE 6'HT. SHADOW-BOX FENCE o „ , T9 17 16 15 14 13 12 11 10 1 14 1 5 1 6 17 18 19 s83 18 1s w 19 .35 (C.C.C. ) LOCATE CENTERLINE OF 4 —6 BASELINE o „ , MOTOR COURT OFF OF LOCATE BASELINE S83 23 14 W 1 4.55 (DEE ) OFF OF SOUTHWEST BASELINE OFF HOME I CORNER OF HOME 179_$ $'-0„ „ Ll l (TYP.) 1 8'-0" 16,-0" 18'-0" L7 SHADOW—BOX-0 FENCE 49'-0" 4'-6" I I I I r i I i LIGHTING KEY: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE GENERAL SITE NOTES: MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, DIMENSIONED* CONTRACTOR'S -DIMENSIONS NOTES: LOT DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN OF I � 10 MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND CENTERLINE DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE 10.30 FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. 0- CON RACTOR IS TO VARIFY ALL DIMENSIONS AND r FINA STAKING & LAYOUT IS TO BE APPROVED EXISTING ELEVATION BASELINE PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN BY LANDSCAPE L� ON SITE PRIOR TO SDR DRAIN P.V.C. CON 3TRUCTION. - LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE P.O.B. � EXISTING CONTOUR 1 POINT OF BEGINNING PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE r KEY: P CEL WITH FINAL PAVER SELECTION BY OWNER SCHED. 40 P.V.C. SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... 17 191-0000 ! 4 PART I ,� RE IDENCE ,*GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE y Fi � AND SPOT ELEVATIONS SHOWN ON THE PLANS. DETAIL NUMBER L 0 DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET.INTER-LOCKING i PAVERS ON SAND 4 r 9 r S EAD, FLOOD FLOOD ZONE ZONE L 2 r SU'l AN "X" "AO" RADIUS PIONT SHEET NUMBER — DOUBLE OUTLET (WATER PROOF) (DEPTH tt ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE LEADER LINE n PROVIDE AS NEEDED 29) -PALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT N81056'33"EI 202.03'(DEED) N81051'35"t 202.91' (CCCL) F---------- ------- I _— ----- _ _______U_�_�7T—�p------- 17----1_6=_— 15 14 1.3 12 . 1 ,..�... 10 —— — — — — — — — — 18 —1JL]lifil_wALL ------ "— - r��' `:i: u.. r• .. .. . \: .%s:'�. �' .• .�•: ,: I•,+• •.� . ^.:. 17 -- 17 15 4 Co �_l CB Ce 1$ 171 8f' BASELINE LOCATE BASELINE J T RDFF OF NORTHWEST CORNER OF HOME 24'-3" I LAWN i I I i I f :r 10 0 LAWN 89-811 !1'2'=-10 LA1fN I i 69" 79-831 J 7' 12" I ' S I I I J ~ —J J ,` , 12 4-0„ 79-099 I "ol //�o,/ KrrCl[ENvc�II 0— DS d -W I STEPS 6 -TREADS 0 12” EA. I i •' ;:: :.. .. :;_ ' . 6—RISERS ® 6" EA. — BAR — DINING (I II 1 - I i :® E C NTRY C STEPS i RESID N E E . t:•.RETENTI 2—TREADS pOl 2 EA. I I p E GREENHOUSE I I LOT 8 3 -RISERS 6" EA. �. I I \_: AREA II ' 2.60 S.F. i� �Tj i I F.F.E. 20.74 \: r : ' I L CATE CgN RLI !- ... G — — — — — PORCH I — � I I _ i LI OFFF RC �DdOWAY;a..:'• LIVING F.F.E. 20.25 I IF STORAGE I I 5, O I P.j(���. Y ' r s%i: d•' ''� R INE -- •E L STUDY .J. OBASELINE Ml i J - ATE' BASELINE LOC OOCORNER OF I I J J 00 00 , , Doo 0 � ...�.. • .. I . .., .. J... . J. ..:. • •�... - '-o' 127 1IN PROPOSE 6'HT. SHADOW-BOX FENCE o „ , T9 17 16 15 14 13 12 11 10 1 14 1 5 1 6 17 18 19 s83 18 1s w 19 .35 (C.C.C. ) LOCATE CENTERLINE OF 4 —6 BASELINE o „ , MOTOR COURT OFF OF LOCATE BASELINE S83 23 14 W 1 4.55 (DEE ) OFF OF SOUTHWEST BASELINE OFF HOME I CORNER OF HOME 179_$ $'-0„ „ Ll l (TYP.) 1 8'-0" 16,-0" 18'-0" L7 SHADOW—BOX-0 FENCE 49'-0" 4'-6" I I I I r i I i LIGHTING KEY: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE GENERAL SITE NOTES: MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, DIMENSIONED* CONTRACTOR'S -DIMENSIONS NOTES: ON SITE ARE TO THE OUTSIDE EDGE DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN OF HE PROGRAM ELEMENT TO BE LAID OUT. LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND CENTERLINE DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE 10.30 FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. 0- CON RACTOR IS TO VARIFY ALL DIMENSIONS AND • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. � CONTRACTOR IS TO COORDINATE WITH IRRIGATION • LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS & ELECTRICAL CONTRACTOR PRIOR TO LAYING - WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING OUT ANY PAVING SO THAT IRRIGATION AND ELEC- INSTALLATION. TRI AL SLEEVING CAN BE FACILITATED. • PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDED • CO RDINATE DIMENSION LAYOUT PLAN WITH CONST — SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE TO RUCTION DETAILS -SECTION / ELEVATIONS A A 9 MANUFACTURERS SPECIFICATIONS. Y U U'1' Kh y:1% KEY: 1% NOTI Y LANDSCAPE ARCHITECT OF DISCREPANCIES -� 0 DRIVEWAY - INTERLOCKING PAVER SYSTEM PRIOR TO CONSTRUCTION - IN WRITING SPOT ELEVATION CENTERLINE DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE 10.30 CBlP ❑O- CATCH BASIN (8"X 8")SQ. PVC 6.46 » INSTALL AS PER MANUFACTURERS BELGIAN BLOCK SPECIFICATIONS r FINA STAKING & LAYOUT IS TO BE APPROVED EXISTING ELEVATION BASELINE PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN BY LANDSCAPE ARCHITECT ON SITE PRIOR TO SDR DRAIN P.V.C. CON 3TRUCTION. - LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE P.O.B. zs I■■■■■■■■l 4"DI. A.D.S. CORRUGATED DRAIN PIPE �' EXISTING CONTOUR 1 POINT OF BEGINNING PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE DETAIL KEY: 4"DI. STONE BACK -FILL z� WITH FINAL PAVER SELECTION BY OWNER SCHED. 40 P.V.C. SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... MATERIAL LABLE DIMENSION LINE • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE - PROVIDE POSITIVE SLOPE ,*GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE — RECESSED STEP LIGHTS FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE AND SPOT ELEVATIONS SHOWN ON THE PLANS. DETAIL NUMBER •� ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET.INTER-LOCKING APPEARANCE. PAVERS ON SAND 4 DETAIL KEY — RECESSED WALL MOUNTED LIGHTS • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE L 2 WITH ACTUAL DOWN SPOUT LAYOUT. ® DES - RADIUS PIONT SHEET NUMBER — DOUBLE OUTLET (WATER PROOF) • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL-DE-SAC AND RIVER. tt ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE LEADER LINE n PROVIDE AS NEEDED -PALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. � CONTRACTOR IS TO COORDINATE WITH IRRIGATION • LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS & ELECTRICAL CONTRACTOR PRIOR TO LAYING - WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING OUT ANY PAVING SO THAT IRRIGATION AND ELEC- INSTALLATION. TRI AL SLEEVING CAN BE FACILITATED. • PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDED • CO RDINATE DIMENSION LAYOUT PLAN WITH CONST — SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE TO RUCTION DETAILS -SECTION / ELEVATIONS A A 9 MANUFACTURERS SPECIFICATIONS. Y U U'1' Kh y:1% KEY: 1% DIRECTION AND PITCH -� OF PAVEMENT T.W. TOP OF WALL + SPOT ELEVATION CENTERLINE B.W. BOTTOM OF WALL 10.30 CBlP ❑O- CATCH BASIN (8"X 8")SQ. PVC 6.46 HIGH POINT ELEVATION CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION BASELINE SDR DRAIN P.V.C. RIGID DRAIN PIPE 6"DI. 7 (SIZE AS SHOWN) P.O.B. zs I■■■■■■■■l 4"DI. A.D.S. CORRUGATED DRAIN PIPE �' EXISTING CONTOUR 1 POINT OF BEGINNING > WITH FILTER SOCK AND #57 4"DI. STONE BACK -FILL z� PROPOSED CONTOUR SCHED. 40 P.V.C. SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... 4"DI• (SIZE AS SHOWN) DIMENSION LINE ,*GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS. 10'-0" •� ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN APPEARANCE. -*ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT. • PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE ® DES - RADIUS PIONT IGNATED SLOPE AND DIRECTION R=8' -o" tt ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE n HAVE BEEN SET BY OTHERS. -PALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE AND MAY REQUIRE ON-STIE ADJUSTMENT. to iccn cn Co REVISEO MES(W11 O 4 MATE 700 �OD0) Z0 7�F NXZ 0 ZW 00 W(L W 1• N �3N 0 Lu Ir 0 I�•� irYO W QQ� WSW (L vz <-5 Z D0U) Y QODQ JN7 DIMENSIONED LAYOUT PLAN OR.4WN BY: D.J.L. CHECKEO BY: G.J.L. JOB NUMBER: '12002 -LS SHEET NO. LS 3.0 0,&. -FE: 02/2B/'IB MASTERPLAN .... .............. _ N4035'27" 16.38'(DEE ) N04040'24' W 16.38'(C.C.C.L.) I N PIP A o a x�9 w o a w � w c7e�•�� a a w N O I I o I `° 00 it CENT RLINE O in cfl cI o 1 Url ^I 01=9 1214 15 16 17 PEPS XISTI BLOCK WALL (EXISTING) -7 NDING /X00 COU T i RD O 0 O _- FO 1 S PORCH D CD s F.F.E. 18.47 8,-8 a^ A GRADING KEY: 1% DIRECTION AND PITCH MAG W NAIL o IN '111 W A POWER I POLE. HIGH POINT ELEVATION 6.46 BASELINE 11.39 (7.52) EXISTING ELEVATION SDR DRAIN P.V.C. 00 1988) RIGID DRAIN PIPE L- _ 10 6 -DI. (SIZE AS SHOWN) P.O.B. POINT OF BEGINNING � I a 4"D� FILTER SOCK AND #57 --C STONE BACK -FILL SCHED. 40 P.V.C. 2k,,_. PROPOSED CONTOUR W� 01=9 1214 15 16 17 PEPS XISTI BLOCK WALL (EXISTING) -7 NDING /X00 COU T i RD O 0 O _- FO 1 S PORCH D CD s F.F.E. 18.47 8,-8 a^ A GRADING KEY: 1% DIRECTION AND PITCH W —---> OF PAVEMENT o T.W. TOP OF WALL - - CENTERLINE W A � O I CATCH BASIN (8"X 8")SQ. PVClP HIGH POINT ELEVATION 6.46 BASELINE CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION SDR DRAIN P.V.C. 00 0 RIGID DRAIN PIPE L- _ 6 -DI. (SIZE AS SHOWN) P.O.B. POINT OF BEGINNING 4"DI. A.D.S. CORRUGATED DRAIN PIPE 2s EXISTING CONTOUR WITH O 1 a 4"D� FILTER SOCK AND #57 STONE BACK -FILL SCHED. 40 P.V.C. 2k,,_. PROPOSED CONTOUR W� SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... DIMENSION LINE 4"D� (SIZE AS SHOWN) c ° APARTMENT • GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS F.F.E. 18.82 10'-0" • ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN APPEARANCE. GARAGE APPROVED ko Lc) F.F.E. 9.5 3 RADIUS PIONT O 0 STEPS 1 -TREADS ® 12' EA. 28 0 2 -RISERS ® 6" EA. R=8'-0" !s% .., • � � �.� -,,. SIS-■91!■■■��■■■■■■■■� r i � I 9.5e 1 10 t- 1 5 1 12 i R=2' © .- O� I = M LL I 9 0,14' -- ----- 81-019 51_0,,. I -4 0 WE " N N PARCEL 170191-0000 RESIDENCE 6 S k. 4" AD, SUSAN FLOOD FLOOD ZONE ZONE „X„ „AO„ (DEPTH 2' ) PART OF LOT 9 LOT 10 N81056'33"E 202.03'(DEED) N81051'35"E 202.91' (CCCL) __ ------ 18 �I,or w�I� _47— I 15 14 13 12 11 10 17 _ ----- - — _ � � � ; •t :� . , .. • , I ... � I _ . � i :..: �; CENTERL* ' CB V I 1 5 1� 4 LAWN I 3 2 ';...� FIRE -PIT `E 0�� 1 17 1� 3 L. i - I I ), LO ATE BASELINE I I I 0 OF OF NORTHWEST '.. COF NER OF HOME I I I 00 O 24'-3" I LAWN `% I I I a' f /FIR - LAWN // !I I jc N :•: I I I I I O 1-21 10 LAWN I I / 90• 3 O P. .B. J • C�KUCfMN:_ _ ■■ 11 � '■ �� —_—�_ I � �i jai AR DINNG -� ► N RESIDENCELOT 8 • A, 1LIVINGi PORCH 0U� -II , iII® STUDY � r • '���LOCATE BASELINE 1051, BASELINEO � OFF UTHEAS i I � ill WI 0 1 - 67 299 48 12 1-3 14 15 16 17 18 19 PROP SED 6'HT. SHADOW -BOX FENCE — 19 17 16 15 14 13 12 11 10 LOCATE CENTERLINE OF 4'-6" BASELINE 5831816W 195.35'(C.C.C.L.) MOTOR COURT OFF OF LOCATE BASELINE 583023' 14"W 194.55'(DEE ) BASELINE OFF HOME OFF OF SOUTHWEST LOT CORNER OF HOME 17'-8" 7 -0" 8'-0" 25'-0" 49'-0 44' �I 6 LIGHTING KEY: GENERAL SITE NOTES: CONTRACTOR I S NOTES: SEE UE SHT. LS -5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNI DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, # Q DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN « DIMENSIONS ON SITE ARE TO THE OUTSIDE EDGE LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND OF THE PROGRAM ELEMENT TO BE LAID OUT. FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. CONTRACTOR IS TO VARIFY ALL DIMENSIONS AND • DRIVEWAY - INTERLOCKING PAVER SYSTEM NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TrNDSCAPE CONSTRUCTION - IN WRITINGDECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASEINSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS « FINALSKING & LAYOUT IS TO BE APPROVED PAVER FIELD -"BELGIAN BLOCK"(TUMBLED)-ENGLISH BOND PATTERN BY LANDSCAPE ARCHITECT ON SITE PRIOR TO - LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE CONSTR JCTION. PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE WITH FINAL PAVER SELECTION BY OWNER DETAIL KEY: - RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE - PROVIDE POSITIVE SLOPE MATERIAL LABLE FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DETAIL NUMBER DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET.INTER-LOCKING AVERS ON SAND a DETAIL KEY - RECESSED WALL MOUNTED LIGHTS • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE L z WITH ACTUAL DOWN SPOUT LAYOUT. SHEET NUMBER _ • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR LEADER LINE PROVIDE DE OUTLETLE ((AS NEEDED OR PROOF) OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL-DE-SAC AND RIVER. • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. *- CONTRACTOR IS TO COORDINATE WITH IRRIGATION • LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS & ELEC RICAL CONTRACTOR PRIOR TO LAYING - WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING OUT AN PAVING SO THAT IRRIGATION AND ELEC- INSTALLATION. TRICAL SLEEVING CAN BE FACILITATED. • PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDED • COORDI ATE DIMENSION LAYOUT PLAN WITH CONST - SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE TO RUCTION DETAILS -SECTION / ELEVATIONS A A MANUFACTURERS SPECIFICATIONS. INTERLOCKING BLOCK RETAINING WALL 75'-0 m CENTERLINE OF FIRE -my W y d ci ti DIMENSIONED LAYOUT PLAN zoo ��� ZNZ J0W z- x 0ILW 0�0 ZZ 00 Wa W 1• N � N U3� .� WRQ Q IFo� � YJ W Wto OJ J Q0� Z 000) Y QCDQ JN7 GRADING KEY: 1% DIRECTION AND PITCH —---> OF PAVEMENT T.W. TOP OF WALL - - CENTERLINE B•B.W.BOTTOM OF WALL 1030 SPOT ELEVATION CATCH BASIN (8"X 8")SQ. PVClP HIGH POINT ELEVATION 6.46 BASELINE CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION SDR DRAIN P.V.C. z RIGID DRAIN PIPE L- _ 6 -DI. (SIZE AS SHOWN) P.O.B. POINT OF BEGINNING 4"DI. A.D.S. CORRUGATED DRAIN PIPE 2s EXISTING CONTOUR WITH O 1 a 4"D� FILTER SOCK AND #57 STONE BACK -FILL SCHED. 40 P.V.C. 2k,,_. PROPOSED CONTOUR W� SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... DIMENSION LINE 4"D� (SIZE AS SHOWN) • GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS. 10'-0" • ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN APPEARANCE. • ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT. zw RADIUS PIONT PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE ® DES - o IGNATED SLOPE AND DIRECTION �H R=8'-0" JPALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE n HAVE BEEN SET BY OTHERS. JPALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE AND MAY REQUIRE ON-STIE ADJUSTMENT. m CENTERLINE OF FIRE -my W y d ci ti DIMENSIONED LAYOUT PLAN zoo ��� ZNZ J0W z- x 0ILW 0�0 ZZ 00 Wa W 1• N � N U3� .� WRQ Q IFo� � YJ W Wto OJ J Q0� Z 000) Y QCDQ JN7 ORAWN BY: D.J.L. CHECKEO BY: G_J_L_ JOB NUMBER: 172002-L_S SHEET NO. LS 3.0 OATS: OB/1B/17 ,1-* w w a z rn a H W� Q x �x zw �� o �H A� ORAWN BY: D.J.L. CHECKEO BY: G_J_L_ JOB NUMBER: 172002-L_S SHEET NO. LS 3.0 OATS: OB/1B/17 ,1-* MASTER- SITE PLAN BENCHMARK I E TRY TERRACE TO HOME "X6") P.T. POST 0 8'O.C. WITH DECORATIVE MAG P AND 4'HT. SHADOBOX FENCE PANELS - NAIL 14"X 48'P WITH IN N4035'27" - FMED WOOD 16.38' DEE) ( 3A/B\ RISERS ® 6 EACH- TREADS ® POWER (INCLUDES TOP TREAD - PLAN) POLE. 1v04o40124' W ELEVATION= I E TRY TERRACE TO HOME "X6") P.T. POST 0 8'O.C. WITH DECORATIVE C 7 P AND 4'HT. SHADOBOX FENCE PANELS - EPS - "PENNSYLVANIA" BLUE STONE SLABS(6"X 14"X 48'P WITH CHISELED FACE ET- SLABS OREINFORCED FOOTER - FMED AND Po) ED NSTEP C SEE 3A/B\ RISERS ® 6 EACH- TREADS ® 12" EACH (INCLUDES TOP TREAD - PLAN) LS -4.2 NDING TERRACE TO GUEST APARTMENT ■ FLOOD FLOOD ZONE ZONE S - "PENNSYLVANIA" BLUE STONE SLABS (6 X 14"X 48" WITH CHISELED FACE IEPS T SLABS ON REINFORCED STEP FOOTER - FORMED AND POURED IN PLACE 6 - RISERS ® 6" EACH, 6 - TREADS ® 12" EACH INCLUDES TOP STEP TREAD - SEE PLAN) REINFORCED CONCRETE BLOCK WALL WITH NAT SoGARAGE ENTRY COURT TERRACE ��16") WITH 1/4" MORTAR JOINT. THURO-SEAL BACK So ko •. ■ 9.53 SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED zs 4"DI. A.D.S. CORRUGATED DRAIN PIPE (RUNNING ENGLISH BOND OR RANDOM PATTERN PENNSYLVANIA BLUESTONE COLLECTION" - TUMBLED & DISTRESSED RETAINING WALL 4„DI STONE BACK -FILL MASONRY RETAINING WALL WITH "BLUE COBBLE SHLER PATTERN WITH (2"X 12"X 48") "P zz STONE FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL 2 FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) W 4"DI. -' (SIZE AS SHOWN) (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) -- wx LS-4.1 16.38'(C.C.C.L.)11.39 (N.A.V.D. I 1988) I .10 1 � o a ISO WON 12 13 14 BLOCK wALi 6 17 rEPS XISTIN C13 C13 DING / / 0 0 �0 Oa SCREENED DOa [] PORCH 00 00 F.F.E. 18.47 0 0 aQ 9.50+ 10 11 -L a WALL 1011 C 0 LANDING 18.74 r f �'_" t _1 F -t N! L + ty m \7 FHi 1 4- 1 MOXOP5- / r. PARCEL "X6") P.T. POST 0 8'O.C. WITH DECORATIVE C 7 P AND 4'HT. SHADOBOX FENCE PANELS - S ALED AND WATER -PROOFED WITH WOOD RX -ULTRA 11,0191-0000 OLOR TO MATCH EPAI DECKING ON PORCH) COLUMN RESIDENCE (40"HT., 20"X 20") SQ. MASONRY j WITH CHISELE FACE 61 REINFORCED CONCRETE BLOCK WALL WITH NATURAL S ■ FLOOD FLOOD ZONE ZONE S SAN „X„ „Ao„ OOTING WITH #4 REINFORCING RODS RRUN TO TOP OF CCOLUMN '(DEPTH RETAINING WALL APARTMENT 2) LEDGESTONE" NATURAL STONE FACE WITH (2"X 12"X 48") "P " WALL CAP WITH CHISELED FACE RAL STONE FACE REINFORCED CONCRETE BLOCK WALL WITH NAT SoGARAGE FORCONG RODS (FILL CELLS WITH CONCRETE) ��16") WITH 1/4" MORTAR JOINT. THURO-SEAL BACK So ko •. ■ 9.53 BELGIAN BLOCK - SPECIFIED PAVER SYSTEM 0 "CRUSH -CRETE" BASE TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED zs 4"DI. A.D.S. CORRUGATED DRAIN PIPE (RUNNING ENGLISH BOND OR RANDOM PATTERN POINT OF BEGINNING WITH FILTER SOCK AND #57 (FINAL PAVER SELECTION AND PATTERN TO BE m co RETAINING WALL 4„DI STONE BACK -FILL MASONRY RETAINING WALL WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE WITH (2"X 12"X 48") "P zz STONE FACE 9.50+ 10 11 -L a WALL 1011 C 0 LANDING 18.74 r f �'_" t _1 F -t N! L + ty m \7 FHi 1 4- 1 MOXOP5- / r. PARCEL "X6") P.T. POST 0 8'O.C. WITH DECORATIVE C 7 P AND 4'HT. SHADOBOX FENCE PANELS - S ALED AND WATER -PROOFED WITH WOOD RX -ULTRA 11,0191-0000 OLOR TO MATCH EPAI DECKING ON PORCH) COLUMN RESIDENCE (40"HT., 20"X 20") SQ. MASONRY j WITH CHISELE FACE 61 REINFORCED CONCRETE BLOCK WALL WITH NATURAL S EAD, FLOOD FLOOD ZONE ZONE S SAN „X„ „Ao„ OOTING WITH #4 REINFORCING RODS RRUN TO TOP OF CCOLUMN '(DEPTH RETAINING WALL 2) N81056'33"EI 202.03'(DEED) N81051'35"Ej 202.91' (CCCL) PART OF LOT 9 LOT 10 r F- — — — — — — — — — — — — — — — — — — — — —- - _-- _j__---= ------------ a ,,--']?•.. .am 10 14 13 12 BLOCK WALL _ y _ j \ I' LAWN I I \ ❑ I I \ I : .{ 15 I 14 i 3 12 CB CB1 17 1 1 I I I I \ :. / I LAWN , 10 �I I — C; 1 I I II I) \ \ I �1• \i :\ :.. II II I.I . \ II II I I I II I II I I I I I I I I II I • :>{. :. CB .. C°LAWN LAWN w oKITCHEN EM DS BAR DINING EENENTRY :REARENTI RESIDE CE E RY GREENHOUSE EA 0I0 O — o— O 0- A F.F.E. 274 ((I I .:.� , II• I. I �... II • / / I II I I ;F ' i;s: o S. . PORCH LIVING F.F.E. 20.25 rd L11 FE 0 LAUND.S TORALE STUDY 'LAWN ,•• L3 i I 1, •: ��. •. •.•:: • ;:' � . • o�� � �:��•�'I: •• � . .' .. ,: .• �':....: , .:..:.::.::... o ° °o° ° oo° 0 0 0 PROPOSE � 'HT. SHADOW-BOX FENCE �9 17 16 15 14 13CB 11 10 i S83 -18'16"W 195.35'(C.C.C.L.) S83023' 14"W 194.55'(DEED) PROPOSED 48' L.F. OF 6'HT. SHADOWBOX FENCE WITH LOT ( "X6") P.T. POST 0 8'O.C. WITH DECORATIVE C 7 P AND 4'HT. SHADOBOX FENCE PANELS - S ALED AND WATER -PROOFED WITH WOOD RX -ULTRA ( OLOR TO MATCH EPAI DECKING ON PORCH) COLUMN T.W. TOP OF WALL (40"HT., 20"X 20") SQ. MASONRY (FACE WITH CHISELE FACE W"PENNSYLVANIA- REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (8"X 8"X 16"O CONCRETE BLOCK WITH #4 REI FORCING RODS (FILL CELLS WITH CONCRETE) WITH 1/4" MORTAR JOINT. HIGH POINT ELEVATION (12" X 36"X 36")SQ. REINFORCED CONCRETE OOTING WITH #4 REINFORCING RODS RRUN TO TOP OF CCOLUMN EXISTING ELEVATION RETAINING WALL MASONRY RETAINING WALL WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE WITH (2"X 12"X 48") "P " WALL CAP WITH CHISELED FACE RAL STONE FACE REINFORCED CONCRETE BLOCK WALL WITH NAT (8"X 8"X CONCRETE BLOCK WITH #4 REI FORCONG RODS (FILL CELLS WITH CONCRETE) ��16") WITH 1/4" MORTAR JOINT. THURO-SEAL BACK SIDE OF WALL. PAVER MOTOR COURT (SIZE AS SHOWN) BELGIAN BLOCK - SPECIFIED PAVER SYSTEM 0 "CRUSH -CRETE" BASE TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED zs 4"DI. A.D.S. CORRUGATED DRAIN PIPE (RUNNING ENGLISH BOND OR RANDOM PATTERN POINT OF BEGINNING WITH FILTER SOCK AND #57 (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) RETAINING WALL 4„DI STONE BACK -FILL MASONRY RETAINING WALL WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE WITH (2"X 12"X 48") "P " WALL CAP WITH CHISELED FACE STONE FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL B 81'/4"1 CONCRETE OCK WS ALITH #BACK COFGWALDS (FILL CELLS WITH CONCRETE) WITH MORTAR JOINT. HURO SIDE LIGHTING KEY: GENERAL SITE NOTES: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. • DRIVEWAY - INTERLOCKING PAVER SYSTEM DECORATIVE PAVERS ON COMPACTED "CRUSH -CRETE" BASE INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS PAVER FIELD -"BELGIAN BLOCK" (TU MBLED)-ENGLISH BOND PATTERN LOW SPREADING WALKWAY LIGHTS PAVER BANDING -"BELGIAN BLOCK" - DOUBLE SAILOR COURSE PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE WITH FINAL PAVER SELECTION BY OWNER — RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE - PROVIDE POSITIVE- SLOPE FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. — RECESSED WALL MOUNTED LIGHTS • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE WITH ACTUAL DOWN SPOUT LAYOUT. — • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR DOUBLE OUTLET (WATER PROOF • • PROVIDE AS NEEDED ) OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL-DE-SAC AND RIVER. • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. • LANDSCAPE LIGHTING - VERIFY LANDSCAPE LIGHTING REQUIREMENTS WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING INSTALLATION. • PLANTER RETAINING WALLS - STRUCTURAL ENGINEERING TO BE PROVIDE — SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO-GRID TIE BACKS AND DRAINAGE 0 A A MANUFACTURERS SPECIFICATIONS. 9 11 LS -4.8 5 LS -4.3 5 LS -4.3 1 LS -4.1 5 LS -4.3 TES: *-DIMENSIONS ON SITE ARE TO THE OUTSIDE EDGE OF THE PROGRAM ELEMENT TO BE LAID OUT. « CONTRACTOR IS TO VARIFY ALL DIMENSIONS AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION - IN WRITING . •• FINAL STAKING & LAYOUT IS TO BE APPROVED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO CONSTRUCTION. DETAIL KEY: MATERIAL LABLE - DETAIL NUMBER INTER -LOCKING PAVERS ON SAND 4 DETAIL KEY L 2 SHEET NUMBER - LEADER LINE CONTRACTOR IS TO COORDINATE WITH IRRIGATION & ELECTRICAL CONTRACTOR PRIOR TO LAYING - OUT ANY PAVING SO THAT IRRIGATION AND ELEC- TRICAL SLEEVING CAN BE FACILITATED. • COORDINATE DIMENSION LAYOUT PIAN WITH CONST- RUCTION DETAILS -SECTION / ELI VATIONS I WOOD STEPS I DECK FRAMING I DECK POST - 4"X 4" POST WITH I 2-(2"X6') DECK BEAMS 0 EACH POST I (2"X6") DECK JOIST 0 16" O.C. (2"X6") DECK PLANKS. (2"X8") DECK FACIA BOARDS A—A' DECKING & FASCIA BOARDS -#1 —4.4 GRADE PRESSURE TREATED PINE, SPECIFIED (12"X 12'd NDS PVC CATCH BASIN INA(1/2"X 3/4" _ BAGGNK ATE. GRAVELY CATCH BASIN I COMPACTED / J 0111 U U'1 KE y: GRADING KEY: 1%DIRECTION PITCH PAVEMENT T.W. TOP OF WALL + SPOT ELEVATION CENTERLINE B.W. BOTTOM OF WALL 10.30 CB D CATCH BASIN (8"X 8")SQ. PVC V 6.46 HIGH POINT ELEVATION ce CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION BASELINE z�4 SDR DRAIN P.V.C. RIGID DRAIN PIPE I- a (SIZE AS SHOWN) W� Q P.O.B.■■■■■■■■� zs 4"DI. A.D.S. CORRUGATED DRAIN PIPE EXISTING CONTOUR i POINT OF BEGINNING WITH FILTER SOCK AND #57 4„DI STONE BACK -FILL z� PROPOSED CONTOUR �x SCHED. 40 P.V.C. � SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... � W 4"DI. -' (SIZE AS SHOWN) DIMENSION LINE wx • GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS c�o� AND SPOT ELEVATIONS SHOWN ON THE PLANS. 10'-0” *ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN �2i w APPEARANCE. .� ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED 0 ON SITE BY LANDSCAPE ARCHITECT. PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE ® DES - RADIUS PIONT IGNATED SLOPE AND DIRECTION R=8' -o" JP ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE n HAVE BEEN SET BY OTHERS. PALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE AND MAY REQUIRE ON-STIE ADJUSTMENT. to iocn C3I o ul MATERIAL LAYOUT PLAN 1V ORTH SCALE 8 =1 —0 1 REVISED C>E0CRIPTION SATE Zoo N ao 0 ZNU QUI �aiu P �XZ 0ILW 0�o ,Z V W 0 Wa W cq 1• t7 � N 036 WRQ IFS 00)o WYJ WOW QJ QRZ 0 Z0Y QODQ JNA DRAWN BY: r—>..J.L. CHECKED BY: G.J.L. JOB NUMBER: '1_72002 -LS SHEET NO. LS 4.0 DATE: 02/26/'16 w w Q z�4 a W� Q H� �o �x � w � W � wx E-4 c�o� � �2i w 0 DRAWN BY: r—>..J.L. CHECKED BY: G.J.L. JOB NUMBER: '1_72002 -LS SHEET NO. LS 4.0 DATE: 02/26/'16 MASTER SITE PLAN N4035'27" 16.38'(DEE ) N04040'24' W 16.38'(C.C.C.L.) EPS - "NORTHERN BLUE" BLUE STONE SLABS (6"X 14"X 48") WITH CHISELED FACE ET SLABS ON REINFORCED STEP FOOTER - FORMED AND POURED IN PLACE A B 4 - RISERS 0 6" EACH, 4 - TREADS 0 12" EACH (INCLUDES TOP STEP TREAD - SEE PLAN) ARCEL �d LS -4.2 170191-0000 �_u ENTRY COURT TERRACE PART SPECIFIED PAVER SYSTEM ON PERVIOUS COMPACTED GRAVEL BASE ESIDENCE IBELGARD - PERMEABLE COLLECTION" - ECO DUBLIN F---1 �� OLOR: OAK RUN, RANDOM PATTERN) �+ 1 `� LOT [FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER)2 EE MATERIAL LAYOUT PLAN SHT. LS 4.0 FLOOD FLOOD 18"HT. ELEVATED FIRE -PIT WITH 4' INSIDE DIAMETER. i NkEAD9 ZONE FIRE -PIT STONE CAP: ZONE TO BE SELECTED BY OWNER SUSAN "X" "AO" BLUESTONE, GRANITE OR TRAVERTINE POSSIBLE OPTIONS FIRE -PIT STONE FACE: BENCHMARK: (DEPTH NATURAL STONE TO BE SELECTED BY OWNER OLD BARN RUSTIC LEDGESTONE POSSIBLE OPTIONS MAG 2) 8 SELECTION 0 CHANGE WITH FINAL MATERIAL NAIL I IN 1S7 .4C FIRE -PIT TERRACE WOOD SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE POWER FIELD - "BELGARD - PERMEABLE COLLECTION" - ECO DUBLIN POLE. N81056'33"E 202.03'(DEED) COLOR: OAK RUN, RANDOM PATTERN) N81051'35 "E 202.91' CCCL 1\COLOR:BOAKING - BELGIAN RUN, RANDOM PATOCK ERN OUBLE SAILOR COURSE ELEVATION= I ()) 11.39 FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER r- - - _ - _ - - _ - - - - - SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) ------__-_____-_---- 1988) -- --- __ __------ 15 1 18 ---- -----1 14 3 1 �..: 1 10 1115 16 17 12 17 13 14 I L— `' _ ••r W_,STEPSISTIN BLOCK WALL - - - - I LAWN 1 ■ ❑ \ l I O \I ___ B B - 15 14, 13 12 17� 16 In i NDING I\ LOT 10 7-1 OU -0 00 i I Oo i I i I I O O B 0 0 0 I LAWN :: I •i :I F. /FIR — I SCREENED 000 PORCH C),�• ��F.F.E. 18.47 0 :�� ; l..i� :::. °¢fisc; ° _ �{� I LAWN i 0 �� - I I o 1W� f XlP L/ nro ACBCC Q LANDING 18.74qc7 C7 I 0 Ii ° 0 00 1 0 0 I t -i •--+ 9.50+ 10 '11 y tv ci 10� 0 w d NATURAL STONE STEPS ..i I I IcrrcxEN 1 I _ d DOWN TO EFIRE PBT TERRAROVIDE ELEVATION TRANSITION o � _ (STEP SLABS TO BE SELECTED BY OWNER) APARTMENT Ce❑° - ;z====== - - - / � �I 1 F.F.E. 18.82 0 I C ' 3�-- - - ce C8 0 0 c� GARAGE BAR DINING II o 0 Lo F.F.E. 9.53 0 0 =' ENTRY I I ESIDENCEo �00 • . �': :RETENTI' .' 0 o LANDIN ,I ENTRY GREENHOUSE I I LOT 8 . �. AREA f F.F.E. 20.74 \ ,: i_so s.F. 0 1 •.• - ---- PORCH I � O .: I•• � > LIVING I JI F.F.E. 20.25 :.'..: mi Iff IL 0 L�� wN 0 LAUND. STORAGE I I � .. - � • ' O. I • I I 1 4'' •' I '� 13 5 17 `I O STUDY - ----_- - - -- _c; JS D 0000 Oo C�� /I` .� :. I LAWN I 18 1 - 17 .161 15 15% 1 12 1 1 0 \ TO THE OUTSIDE EDGE o (12" X 36"X 36")SQ. REINFORCED CONCRETE 'TO FOOTING WITH #4 REINFORCING RODS 5 S83018'16"W 195.35'(C.C.C.L.) PROPOSED 6'HT. SHADOW —BOX F3NCE r FINAL STAKING & LAYOUT IS TO BE APPROVED S83023'14"W 194.55'(DEED) CONSTRUCTION. LOT MASONRY RETAINING WALL WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE COLUMN 7 :LED FACE (40"HT., 20"X 20") SQ. ff ff ff MASONRY COLUMN "NORTHERN WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE )f BLUESTONE COLUMN WIIH REINFORCED CONCRETE BLOCK WALL WITH NATURAL CAP STONE FACE WITH CHISELED FACE (8"X 8"X 16") CONCRETE BLOCK WITH #4 REINFORCING RODS (FILL CELLS WITH CONCRETE) n ACCENT BOULDERS TO BE SELECTED BY OWNER LOCATE AND SET ON SITE AS DIRECTED 3 S-4.1 NATURAL STONE STEPS STONE STEP SLABS TO PROVIDE ELEVATION TRANSITION DOWN TO FIRE -PIT TERRACE (STEP SLABS TO BE SELECTED BY OWNER) 3 S-4. SPECIFIED STEPPING STONES (SELECTED BY OWNER) LAYOUT LEVEL AND SET ON SITE AS DIRECTED 3 GRAVEL JOINTS - GRAVEL TO BE SELECTED BY OWNER S-4.1 WITH ZOISIA GRASS OR MONDO GRASS JOINTS - POSSIBLE OPTION WITH 1/4" MORTAR JOINT. TO THE OUTSIDE EDGE OF THE PROGRAM ELEMENT TO BE LAID OUT. (12" X 36"X 36")SQ. REINFORCED CONCRETE 'TO FOOTING WITH #4 REINFORCING RODS 5 UNTOP OF CCOLUMN PRIOR TO CONSTRUCTION — IN WRITING . r FINAL STAKING & LAYOUT IS TO BE APPROVED BY LANDSCAPE ARCHITECT RETAINING WALL CONSTRUCTION. ��-4. MASONRY RETAINING WALL WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE CB CATCH BASIN (8"X 8")SQ. PVC WITH (2"X 12"X 48" :LED FACE REINFORCED CONCRETE BLOCK WALL WITHATURAL STONE FACE — DETAIL NUMBER (8"X 8"X 16") CONCRETE BLOCK WITH #4 EINFORCONG RODS (FILL CELLS WITH CONCRETE) PAVERS ON SAND 4 WITH 1/4" MORTAR JOINT. THURO-SEAL BA K SIDE OF WALL. 5 PAVER MOTOR COURT COLO - STONEY CREEK BELGIAN BLOCK - SPECIFIED PAVER SYSTE ON "CRUSH -CRETE" BASE DEC POST — 4"X 4" POST WITH TRADITIONAL STYLE GRANITE - TUMBLED AN DISTRESSED W� (RUNNING ENGLISH BOND OR RANDOM PATTERN) P.O.B. POINT OF BEGINNING (2"16") DECK PLANKS. (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) 4„D� WITH FILTER SOCK AND #57 L�RETAINING WALL MASONRY RETAINING WALL WITH "OLD BA-RUSTICLEDGESTONE" A STONE FACE WITH (2"X 12"X 48" _LED FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (8"X 8"X 16") CONCRETE BLOCK WITH #4 EINFORCONG RODS (FILL CELLS WITH CONCRETE) WITH 1/4" MORTAR JOINT. THURO-SEAL BAR SIDE OF WALL. T5 LIGHTING KEY: GENERAL SITE NOTES: SEE SHT.#LS-5.0 FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE DIMENSIONED MATERIAL LAYOUT PLAN SHOWS PAVEMENT LAYOUT, LIGHTING SYSTEMS". PROVIDE CUT—SHEET FOR FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER PAVEMENT STYLE AND PATTERN MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. SPECIFICATION. • DRIVEWAY — INTERLOCKING PAVER SYSTEM DECORATIVE PAVERS ON COMPACTED "CRUSH—CRETE" BASE INSTALL AS PER MANUFACTURER'S "BELGIAN BLOCK" SPECIFICATIONS PAVER FIELD—"BELGIAN BLOCK" (TU MBLED)—ENGLISH BOND PATTERN - LOW SPREADING WALKWAY LIGHTS PAVER BANDING—"BELGIAN BLOCK" — DOUBLE SAILOR COURSE PAVER STYLE, COLOR, AND PATTERN IS SUBJECT TO CHANGE WITH FINAL PAVER SELECTION BY OWNER - RECESSED STEP LIGHTS • DRIVEWAY, MOTOR COURT AND WALKWAYS DRAINAGE — PROVIDE POSI IVE SLOPE FOR DRIVEWAY, MOTOR COURT AND WALKWAY DRAINAGE AWAY FROM GARAGE DOORS, HOUSE ENTRY DOORS AND FOUNDATION TO THE STREET. - RECESSED WALL MOUNTED LIGHTS • DOWN SPOUT LOCATION IS SCHEMATIC AND IS SUBJECT TO CHANGE WITH ACTUAL DOWN SPOUT LAYOUT. • DRAIN SYSTEM LAYOUT IS SUBJECT TO CHANGE AND MAY BE SCALED DOWN OR - DOUBLE OUTLET (WATER PROOF • PROVIDE AS NEEDED ) OR ADDED TO AS NEED TO DIVERT STORM WATER TO CUL—DE—SAC AND RIVER. • LOCATE SPA PUMP EQUIPMENT WITH POOL EQUIPMENT. • LANDSCAPE LIGHTING — VERIFY LANDSCAPE LIGHTING REQUIREMENTS WITH CONTRACTOR FOR SLEEVES AND SPECIAL ROUTING OF WIRING INSTALLATION. • PLANTER RETAINING WALLS — STRUCTURAL ENGINEERING TO BE PROVI ED - SECTION / ELEVATION REFERENCE POINTS STRUCTURAL ENGINEER. PROVIDE GEO—GRID TIE BACKS AND DRAINAGE TO A A MANUFACTURERS SPECIFICATIONS. -111110=19i OTES: « DIMENSIONS ON SITE ARE TO THE OUTSIDE EDGE OF THE PROGRAM ELEMENT TO BE LAID OUT. « CONTRACTOR IS TO VARIFY ALL DIMENSIONS AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION — IN WRITING . r FINAL STAKING & LAYOUT IS TO BE APPROVED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO CONSTRUCTION. 10.30 DETAIL KEY: CB CATCH BASIN (8"X 8")SQ. PVC MATERIAL LABLE HIGH POINT ELEVATION INST L WALL ON COMPACTED -CRETE' FOOTER. (7.52) — DETAIL NUMBER INTER -LOCKING PAVERS ON SAND 4 DETAIL KEY z� L 2 COLO - STONEY CREEK SHEET NUMBER DEC POST — 4"X 4" POST WITH LEADER LINE 2—( "X6') DECK BEAMS ® EACH POST CONTRACTOR IS TO COORDINATE WITH IRRIGATION & ELECTRICAL CONTRACTOR PRIOR TO LAYING — OUT ANY PAVING SO THAT IRRIGATION AND ELEC— TRICAL SLEEVING CAN BE FACILITATED. • COORDINATE DIMENSION LAYOUT PLAN WITH CONST— RUCTION DETAILS —SECTION / ELEVATIONS 10 T . A -A LS -4. 0 Q� MATERIAL LAYOUT PLAN NORTH SCALE 1/8 =1 -0 REVISEO C>ESCRIPTION LATE 0 Fil 700 oD 0 ZNU FSI (� X Z 0U. 0iiup ZW 00 WIL W 1• (n N 0 WRQ Igor B YO W Q0 WOW ui0J 00Z � '0 ZCDU JNA GRADING KEY: 12 11 10 INTERLOCKING BLOCK OF PAVEMENT RETAINING WALL T.W. TOP OF WALL + SPOT ELEVATION _ ST0 ECU B.W. BOTTOM OF WALL 10.30 , COLOR -STONEY CREEK, RETAINING WALL WITH SPECIFIED CAP - INSTALL CB CATCH BASIN (8"X 8")SQ. PVC TO M NUFACTURER'S SPECIFICATIONS FOR A STABLE WALL FOUNDATION. 'CRUSH HIGH POINT ELEVATION INST L WALL ON COMPACTED -CRETE' FOOTER. (7.52) EXISTING ELEVATION 57 RUSHED LIME STONE BACKFILL WITH FILTER CLOTH ROV DE 1 -COURSES OF GEO-GRID" TIE BACKS AT 3' BACK IF REQUIRED z� POSS BLE OPTION - ANCHOR HIGHLAND WALL 3 -PIECE COLO - STONEY CREEK DEC FRAMING DEC POST — 4"X 4" POST WITH a 2—( "X6') DECK BEAMS ® EACH POST W� (2" 6") DECK JOIST ® 16" O.C. P.O.B. POINT OF BEGINNING (2"16") DECK PLANKS. EXISTING CONTOUR (2"48") DECK FACIA BOARDS 4„D� WITH FILTER SOCK AND #57 DEC ING 11 FASCIA BOARDS — #i GRA E PRESSURE TREATED PINE STONE BACK—FILL SPE IFIED 12") NDS PVC CATCH BASIN PROPOSED CONTOUR BLA K WITBLACK GRATE. SET CATCH BASIN �1,2"X SCHED. 40 P.V.C. IN Q1 /2"X4") BANK RUN GRAVEL BACKFILL WE DRAI, &COMPACTED / I I I I 10 T . A -A LS -4. 0 Q� MATERIAL LAYOUT PLAN NORTH SCALE 1/8 =1 -0 REVISEO C>ESCRIPTION LATE 0 Fil 700 oD 0 ZNU FSI (� X Z 0U. 0iiup ZW 00 WIL W 1• (n N 0 WRQ Igor B YO W Q0 WOW ui0J 00Z � '0 ZCDU JNA GRADING KEY: 1% DIRECTION AND PITCH OF PAVEMENT T.W. TOP OF WALL + SPOT ELEVATION CENTERLINE B.W. BOTTOM OF WALL 10.30 CB CATCH BASIN (8"X 8")SQ. PVC s.as 6.46 HIGH POINT ELEVATION CB L01 CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION 4 BASELINE z� SDR DRAIN P.V.C. RIGID DRAIN PIPE a s"DI. 7 (SIZE AS SHOWN) W� Q P.O.B. POINT OF BEGINNING 25 1■■■111■1110101 4"DI. A.D.S. CORRUGATED DRAIN PIPE EXISTING CONTOUR o 4„D� WITH FILTER SOCK AND #57 STONE BACK—FILL 2� PROPOSED CONTOUR SCHED. 40 P.V.C. �xW SLEEVES FOR LIGHTING, IRRIGATION, DRAINAGE... W a 4"DI• 7 (SIZE AS SHOWN) DIMENSION LINE • GRADE SITE TO A TOLLERANCE OF +/— 2" OF THE CONTOURS coo � AND SPOT ELEVATIONS SHOWN ON THE PLANS. lot -0010 •o ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN w APPEARANCE. • ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT. -0 PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE ® DES— RADIUS PIONT IGNATED SLOPE AND DIRECTION R=8'—o” PALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE n HAVE BEEN SET BY OTHERS. P ALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE AND MAY REQUIRE ON—STIE ADJUSTMENT. 10 T . A -A LS -4. 0 Q� MATERIAL LAYOUT PLAN NORTH SCALE 1/8 =1 -0 REVISEO C>ESCRIPTION LATE 0 Fil 700 oD 0 ZNU FSI (� X Z 0U. 0iiup ZW 00 WIL W 1• (n N 0 WRQ Igor B YO W Q0 WOW ui0J 00Z � '0 ZCDU JNA ORAWN BY: CD..J.L_ CHECKEO BY: G..J_. JOB NUMBER: 172002 -LS SHEET NO. LS 4.0 OATS: OB/1B/17 w w z� a W� Q H �� o ow �xW � W a W x coo � � �pi w ORAWN BY: CD..J.L_ CHECKEO BY: G..J_. JOB NUMBER: 172002 -LS SHEET NO. LS 4.0 OATS: OB/1B/17 SECTION / ELEVATION SPECIFIED PLANTING (4"X 8") CONTINUOUS CONCRETE CURB - TO RETAIN PAVERS PAVER BANDING BELGIAN BLOCK -RECTANGLES TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED (POSSIBLE OPTION) VARIFY NUMBER OF PAVER BANDING COURSES - SEE MATERIAL LAYOUT PLAN VARIFY PAVER D M I RIOR TO FORMING & SETTING ELEVATIONS PAVER FIELD BELGIAN BLOCK - SPECIFIED PAVER SYSTEM ON "CRUSH -CRETE" BASE TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED RUNNING ENGLISH BOND OR RANDOM PATTERN) FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) "CRUSH -CRETE" BASE GRAVEL BASE - COMPACTED TO PAVER MANUFACTURE'S SPECIFICATIONS. (6"MIN.) (THICKEN "CRUSH -CRETE" TO 8"MIN. ® EDGES). SAND BEDDING COURSE (1" MAX. PLAN VIEW BELGIAN BLOCK -RECTANGLES (DOUBLE SAILOR COURSE - SEE PLAN) TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED (POSSIBLE OPTION) VARIFY NUMBER OF PAVER BANDING COURSES - SEE MATERIAL LAYOUT PLAN VARIFY PAVER DIMENSIONS PRIOR TO FORMING & SETTING ELEVATIONS PAVER FIELD BELGIAN BLOCK - SPECIFIED PAVER SYSTEM ON "CRUSH -CRETE" BASE TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED -- RUNNING ENGLISH BOND OR RANDOM PATTERN) FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) CIRCULAR MOTOR COURT - LAYOUT PAVERS IN A RADIAL ENGLISH BOND PATTERN USING RADIAL PAVERS (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) 0 0 w VERIFY o c� C *1 1 \ VERIFY N. ..a VERIFY _ o_ ° °° 6' 0oo .000 o _— _1 819 O OI I 00 a �= —_ — _ —I — — =� = I = I_ Ti 12" CUTLINE NOTES: BELGIAN BLOCK - GRANITE PAVERS TUMBLED & DISTRESSED PROVIDED BY "STONE PLUS" STYLE - TO BE SELECTED BY OWNER COLOR - TO BE SELECTED BY OWNER COLOR AND STYLE ARE SUBJECT TO CHANGE WITH FINAL SELECTION. INSTALL PAVERS AND 6" COMPACTED BASE TO MANUFACTURER'S SPECIFICATIONS. /_1_\MOTOR COURT & DRIVEWAY • SCALE 1 " = 11— 0" PA SECTION / ELEVATION NATURAL STONE STEPS STONE STEP SLABS TO PROVIDE ELEVATION TRANSITION DOWN TO FIRE -PIT TERRACE (STEP SLABS TO BE SELECTED BY OWNER) FINISHED GRADE ACCENT BOULDERS TO BE SELECTED BY OWNER LOCATE AND SET ON SITE AS DIRECTED SPECIFIED STEPPING STONES (SELECTED BY OWNER) LAYOUT. LEVEL AND SET ON SITE AS DIRECTED 3RAVEL JOINTS - GRAVEL TO BE SELECTED BY OWNER WITH ZOISIA GRASS OR MONDO GRASS JOINTS - POSSIBLE OPTION D BEDDING LEVELING COURSE 0" MAX. 12" OF STABILIZED SUBGRADE (NON -PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 98% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) AND STALILIZED TO A MINIMUM MOTOR C 0 U RT - INTERLOCKING PAVER SYSTEM ON "CRUSH -CRETE" BASE TERN — RUNNING ENGLISH BOND FIELD WITH PAVER BAND PLAN VIEW - - ACCENT BOULDERS TO BE SELECTED BY OWNER LOCATE AND SET ON SITE AS DIRECTED SPECIFIED STEPPING STONES (SELECTED BY OWNER) LAYOUT, LEVEL AND SET ON SITE AS DIRECTED � i I III I II I 12" OF STABILIZED SUBGRADE (NON-�A�TlINORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 98% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) AND STALILIZED TO A MINIMUM OF LBR OF 40. I -III I —1 I /rill—I I IIS II -HEHEM III III I I i IIIII' I iiI — .III =11 IIEE I- T I - 1I , LINE NATURAL ACCENT BOULDER DETAL WITH V-3-\PLAGSTONE STEPPING STONES PATH WAY IV-' scare r' = i'- o" WISH GRAVEL OR MONDO GRASS JOINTS PLAN VIEW ENTRY COURT TERRACE SPECIFIED TILE SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "PENNSYLVANIA BLUESTONE COLLECTION" - TUMBLED & DISTRESSED ASHLER PATTERN (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) COURT YARD TERRACE - BLUESTONE TILE BANDING (2"X 12"X 24") BLUESTONE TILE BANDING BELGIAN BLOCK PAVER BANDING - POSSIBLE OPTION (THICKNESS AND LAYOUT MAY VARY WITH FINAL TILE SELECTION) SECTION / ELEVATION ENTRY COURT TERRACE SPECIFIED TILE SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "PENNSYLVANIA BLUESTONE COLLECTION" - TUMBLED & DISTRESSED ASHLER PATTERN (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) COURT YARD TERRACE - BLUESTONE TILE BANDING (2"X 12"X 24") BLUESTONE TILE BANDING BELGIAN BOCK PAVER BANDING - POSSIBLE OPTION (THICKNESS AND LAYOUT MAY VARY WITH FINAL TILE SELECTION) (6"X12") CONTINUOUS REINFORCED CONCRETE FOOTING WITH 2-#4 REINFORCING RODS - TIED & CONTINUOUS 0 0 SPECIFIED PLANTING WHERE OCCURS' -� 0 FINISHED GRADE o P w10 12„ o c ENTRY COURT 3'-O" BUTT JOINT- FILL WITH SAND (VERIFY & SET WIDTH TO MANUFACTURE'S SPECIFICATIONS) SAND BEDDING COURSE (1" MAX. (VERIFY & INSTALL TO MANUFACTURE'S SPECIFICATIONS) "CRUSH -CRETE" BASE GRAVEL BASE - COMPACTED TO PAVER MANUFACTURE'S SPECIFICATIONS. (4"MIN.) (THICKEN "CRUSH -CRETE" TO 6"MIN. ® EDGES). 12" OF STABILIZED SUBGRADE (NON -PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 98% OF THE PROCTOR MAXIMUM DRY DENSITY (A" D 1557) AND STALILIZED TO A MINIMUM OF LBR OF 40. VAKIh T "SAND., COURSE (VERIFY) THICKNESS OF PAVER MAY — — —1 VARY W/ FINAL SPECIFICATION I—= — � I 1 I — — a 00� oo ���0�0 D. o , 4„ 6" SO DEPTH OF SETTING =l I I=_=I I� �o° ��00, BED IS TO BE ADJUSTED I=III—I _ ° b 00 _ ACCORDINGLY. THICKNESS OF TILE MAY VARY W/ FINAL SPECIFICATION SO DEPTH OF THIN -SET — — _ = I = — / COMPACTED SUB -GRADE BED IS TO BE ADJUSTED_ ACCORDINGLY. _ -— 1—:1111111 CONCRETE COMPRESSIVE iii i I iii= — i i= — STRENGTH ® 3000 PSI. INSTALL TILE AND CONCRETE BASE TO MANUFACTURER'S SPECIFICATIONS. /_2 COURT YARD TERRACE — PAVER SYSTEM ON "GRAVEL" BASE Nk5-4.1,y SCALE 1 "= 1'- o" P A VFP P A TTFRN — P A NTI OM FTFT .TI WTTT-T T) OUPT .F REVIS7E707)I �E8CRIPTION GATE 0 C4 z 0 0 00 I 01 10 ZNU FSI JaW _ 0) XO 0LL0) USW ZZ0 go Wa W 1• f7 0)0 Z 0 0 J N 'Qi V1 0 H W �w w � w �W P1j c 1 �••j�� W w A co cc E4 W �+ A � 0 0 V 1 rO V DRAWN BY: CHECKED BY: G.IJ_L. .JOB NUMBER: '172002-L_S SHEET NO. LS 4.1 A IDA -TE: 02/26/'16 � N 0 WRQ frYO W QQ� WOW 1 -QJ a0Z 0)0 Z 0 0 J N 'Qi V1 0 H W �w w � w �W P1j c 1 �••j�� W w A co cc E4 W �+ A � 0 0 V 1 rO V DRAWN BY: CHECKED BY: G.IJ_L. .JOB NUMBER: '172002-L_S SHEET NO. LS 4.1 A IDA -TE: 02/26/'16 SECTION / ELEVATION F 11\IJ fILV VRAUL SPECIFIED PLANTING (4"X 8") CONTINUOUS CONCRETE CURB — TO RETAIN PAVERS PAVER BANDING BELGIAN BLOCK—RECTANGLES TRADITIONAL STYLE GRANITE — TUMBLED AND DISTRESSED (POSSIBLE OPTION) VARIFY NUMBER OF PAVER BANDING COURSES — SEE MATERIAL LAYOUT PLAN VARIFY PAVER DIMENSIONS PRIOR TO FORMING & SETTING ELEVATIONS PAVER FIELD BELGIAN BLOCK — SPECIFIED PAVER SYSTEM ON "CRUSH—CRETE" BASE TRADITIONAL STYLE GRANITE — TUMBLED AND DISTRESSED RUNNING ENGLISH BOND OR RANDOM PATTERN) FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) "CRUSH—CRETE" BASE GRAVEL BASE — COMPACTED TO PAVER MANUFACTURE'S SPECIFICATIONS. (6"MIN.) (THICKEN "CRUSH—CRETE" TO 8"MIN. ® EDGES SAND BEDDING COURSE (1" MAX. VERIFY 6 NOTES: BELGIAN BLOCK — GRANITE PAVERS TUMBLED & DISTRESSED PROVIDED BY "STONE PLUS" STYLE — TO BE SELECTED BY OWNER COLOR — TO BE SELECTED BY OWNER COLOR AND STYLE ARE SUBJECT TO CHANGE WITH FINAL SELECTION. INSTALL PAVERS AND 6" COMPACTED BASE TO MANUFACTURER'S SPECIFICATIONS. VERIFY PLAN VIEW 1ILLGIAN BLOCK—RECTANGLES (DOUBLE SAILOR COURSE — SEE PLAN) TRADITIONAL STYLE GRANITE — TUMBLED AND DISTRESSED (POSSIBLE OPTION) VARIFY NUMBER OF PAVER BANDING COURSES — SEE MATERIAL LAYOUT PLAN VARIFY PAVER DIMENSIONS PRIOR TO FORMING & SETTING ELEVATIONS PAVER FIELD BELGIAN BLOCK — SPECIFIED PAVER SYSTEM ON "CRUSH—CRETE" BASE TRADITIONAL STYLE GRANITE — TUMBLED AND DISTRESSED RUNNING ENGLISH BOND OR RANDOM PATTERN) FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) CIRCULAR MOTOR COURT — LAYOUT PAVERS IN A RADIAL ENGLISH BOND PATTERN USING RADIAL PAVERS (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) 0 w J w O O ` C VERIFY o _o 00. 04 0 O o° . d? o° I I I=11-1 11=1 11=11=1 11=1 I I-1 �O° o` o o° O° . �.: 8" III=ISI=1� I=I�Ii1) 112"I- 11-III=III II I I= I CUTLINE 12" OF STABILIZED SUBGRADE (NON—PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 98% OF THE PROCTOR MAXIMUM_ DRY DENSITY (ASTM D 1557) AND STALILIZED TO A MINIMUM MOTOR COURT _1 RT & DRIVEWAY - INTERLOCKING PAVER SYSTEM " OTOR COU1VI ON CRUS -CRETE BASE SCALE 1" = 19— o" PAVER PATTERN - RUNNING ENGLISH BOND FIELD WITH PAVER—BAND SECTION / ELEVATION PLAN VIEW ACCENT BOULDERS TO BE SELECTED BY OWNER LOCATE AND SET ON SITE AS DIRECTED SPECIFIED STEPPING STONES (SELECTED BY OWNER) NATURAL STONE STEPS STONE STEP SLABS TO PROVIDE ELEVATION TRANSITION DOWN TO FIRE—PIT TERRACE (STEP SLABS TO BE SELECTED BY OWNER) "INISHED GRADE ACCENT BOULDERS TO BE SELECTED BY OWNER LOCATE AND SET ON SITE AS DIRECTED SPECIFIED STEPPING STONES (SELECTED BY OWNER) LAYOUT LEVEL AND SET ON SITE AS DIRECTED .,RAVEL JOINTS — GRAVEL TO BE SELECTED BY OWNER 0 WITH ZOISIA GRASS OR MONDO GRASS JOINTS — POSSIBLE OPTION o o r AND BEDDING LEVELING COURSE (1" MAX.) w J I III III III III III III III III III III I III___ II III III III IN II III I I I 12" OF STABILIZED SUBGRADE (NON—�JA�TICT-ANORGANIC, GRANULAR I I I SOIL COMPACTED TO A DENSITY OF AT LEAST 98% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) AND STALILIZED TO A MINIMUM OF LBR OF 40. NATURAL ACCENT BOTJLDER DETAL WITH 3 LAGSTONE STEPPING STONES PATH WAY SCALE 1 " = 1'- o" WITH GRAVEL OR MONDO GRASS JOINTS J!� CUTLINE PLAN VIEW ENTRY COURT TERRACE SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "BELGARD — PERMEABLE COLLECTION" — ECO DUBLIN COLOR: OAK RUN, RANDOM PATTERN) RNAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) E MATERIAL LAYOUT PLAN SHT.#LS 4.0) COURT YARD TERRACE — BLUESTONE TILE BANDING (2"X 12"X 24") BLUESTONE TILE BANDING BELGIAN BLOCK PAVER BANDING — POSSIBLE OPTION (THICKNESS AND LAYOUT MAY VARY WITH FINAL TILE SELECTION) (SECTION / ELEVATION ENTRY COURT TERRACE SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "BELGARD — PERMEABLE COLLECTION" — ECO DUBLIN COLOR: OAK RUN, RANDOM PATTERN) RNAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) E MATERIAL LAYOUT PLAN SHT.#LS 4.0) COURT YARD TERRACE — BLUESTONE TILE BANDING (2"X 12"X 24") BLUESTONE TILE BANDING ELGIAN BLOCK PAVER BANDING — POSSIBLE OPTION (THICKNESS AND LAYOUT MAY VARY WITH FINAL TILE SELECTION) (6"X12") CONTINUOUS REINFORCED CONCRETE FOOTING WITH 2—#4 REINFORCING RODS — TIED & CONTINUOUS 0 r+ o SPECIFIED PLANTING WHERE OCCURS L FINISHED GRADE o c.,.� 12" NQTES THICKNESS— — OF PAVER MAY !II I III IIII)soVARY W/ FINAL SPECIFICATION o;:e Ooo SO DEPTH OF SETTING °O =.-o::.:: •,:. O o° �o — 0.0. 00 IS TO BE ADJUSTED ACCORDINGLY. b o. o -- — THICKNESS OF TILE MAY I I =III— III=I I l --III I—III--III — _ VARY W/ FINAL SPECIFICATION DEPTH THIN—SET BE B III—III —III=III— _ BED IS TO BEADJUSTED —� ACCORDINGLY. I I=1 i t=III=1 I I= ,,, 1 11— CONCRETE COMPRESSIVE —III—i I I—III—I i t—i I I—III—I 1(— STRENGTH ® 3000 PSI., ---- ENTRY COURT (VERIFYO&TSET I WIDTH TO MANUFACTURE'S SPECIFICATIONS) SAND BEDDING COURSE 0" MAX.) (VERIFY & INSTALL TO MANUFACTURE'S SPECIFICATIONS) "CRUSH—CRETE" BASE GRAVEL BASE — COMPACTED TO PAVER MANUFACTURE'S SPECIFICATIONS. (4"MIN.) (THICKEN "CRUSH—CRETE" TO 6"MIN. ® EDGES). 12" OF STABILIZED SUBGRADE (NON—PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 98% OF THE PROCTOR MAXIMUM DRY DENSITY (A" D 1557) AND STALILIZED TO A MINIMUM OF LBR OF 40. "SAND COURSE (VERIFY) 4" 6" COMPACTED SUB—GRADE INSTALL TILE AND CONCRETE BASE TO MANUFACTURER'S SPECIFICATIONS. 2 COURT YARD TERRACE - PAVER SYSTEM" ON GRAVEL PASE SCALE 1 "- 1'— o" PAVER PATTERN -- RAND�6A4�� IELi�r�if TH DOUBLE BA PLANT VIEW 6" 6' SECTION / ELEVATION 3 PIECE 4�-0�� STONE BENCH DETkIL SCALE 1 "= 1 ' - p" VN19• Z0� (n OD Q ZN( FOU D�F �. 0)XZ p if 0) 0 " uu ZWO Go Wa 0 W 1• N � •N U3" WQirQ I F_ jr v WIL W W Q QD> VJ , 0 pOm Y Q�Q JNA [DRAWN BY: CHECKEO BY: JOB NUMBER: 1_72002 -LS SHEET NO. OATS: z 0 W a � w � [DRAWN BY: CHECKEO BY: JOB NUMBER: 1_72002 -LS SHEET NO. OATS: W � Q W W W w� E-4 ,--1 w � � 0 r� V 1 [DRAWN BY: CHECKEO BY: JOB NUMBER: 1_72002 -LS SHEET NO. OATS: PLAN VIEW 6" DRAIN PIPE (INVERT—IN) SCHEDULE SDR PVC (SEE GRADING & STORM DRAINAGE PLAN FOR PIPE SIZE; (12"X 12") NDS PVC CATCH BASIN — BLACK (12"X 12") NDS PVC DRAINAGE GRATE — BLACK 0 6" DRAIN PIPE (INVERT—OUT) 0 SCHEDULE 40 PVC o o OUTFLOW � o0 12" o 0 0 0 0 a 0 0 0 0 0 a o °0 9 IIS - INFLOW of L O 0 oo 1 I 1 1= 11=cu 0 I I I= III= 1( - SECTION ELEVATION 12 I - SPECIFIED NDS PVC DRAIN GRATE — BLACK Q () 0 0 SPECIFIED (12"X 12") NDS PVC CATCH BASIN,�,c�-, COLOR — BLACK 0 FINISHED GRADEw`c•rr `c•�" � � w 0 CID (90 DEPTH OF CATCH BASIN - 000 00 _®_®_®�_®_® ®_®- - VARIES TO MAINTAIN POS— 0 00 0 , ITIVE DRAINAGE THROUGH— - _ -- Cb 0 10 m � ° o °0I OUT SYSTEM. I 0 ° -I o 0 00 _11o00 o w � o o Oo o°Oo o O � O #57 STONE — GRAVEL BACK—FILL u0 WITH SOIL SEPERATOR FILTER CLOTH — 0. . 00 o .0 DOUBLE COURSE °0 0 o O° ° Po 0,0DRAIN PIPE (INVERT OUT) SCHEDULE SDR PVC __-_ _ 1- -------------------- SIZE AS INDICATED ON PLAN o STORM DRAIN — SCALE 1 1/2"= 1'— 0" FLOW P.V.C. CATCH BASIN DETAIL COMPACTED SUB—GRADE REVISEO 1>004=nlPTION r>ATE F_ Za0 ZNU <�I D�lu �- 0) XZ 0 v�0 zZ. 90 WIL 0 ui 1• e� (n N �3ci WRQ �YLL W WW ILQJ QO5 colo 0 Z0 JU NA O E-+ W W w � W O Q E ---q W w E H x �w w � 1.4 E4 w O A � z O 0.4H E-+ U) z O DRAWN BY: D.J.L. CHECKED BY: G.li.IL. JOB NUMBER: 172002 -LS SHEET NO. LS A4.10 OA -FE: 02/2B/1B it I PLAN VIEW 6" DRAIN PIPE (INVERT -IN) SCHEDULE 40 PVC (SEE GRADING & STORM DRAINAGE PLAN FOR PIPE SIZE (12"X 12") NDS PVC CATCH BASIN - BLACK (12"X 12") NDS PVC DRAINAGE GRATE - BLACK 0 6" DRAIN PIPE (INVERT -OUT) o SCHEDULE 40 PVC °n o 0 OUTFLOW -III_ II SECTION / ELEVATION SPECIFIED NDS PVC DRAIN GRATE - BLACK SPECIFIED (12"X 12") NDS PVC CATCH BASIN COLOR - BLACK FINISHED GRADE DEPTH OF CATCH BASIN VARIES TO MAINTAIN POS- ITIVE DRAINAGE THROUGH- OUT SYSTEM. #57 STONE - GRAVEL BACK -FILL WITH SOIL SEPERATOR FILTER CLOTH - DOUBLE COURSE DRAIN PIPE (INVERT OUT) SCHEDULE 40 PVC (SIZE AS INDICATED ON PLAN) 0 0 0 0 0 0 0 12" 0 0 0 0 0 0 0 0 0 0 o a 12 W: o III ll y I I �- INFLOW i� Q Q 0 0 � J .�w� � Jw 0 C lJ ` C°� ` 00 TI 1=1 11-111 111- 11--11 1=7 11- 1111--117 ki 0� pO _ee_ra_re�e_eexa�e_ea w &1 0 00 0 .0 JOb o a 00 0 0 0 0� o 0 000 �' - 0 0 0 0 O O �> SII SII- aD 0. 0o O I I - 'b 00 no Q o O ° 0 FLOW COMPACTED SUB -GRADE o STORM DRAIN — P.V.C. CATCH BASIN DETAIL 5-4.1 SCALE 1 1/2 33 = 1 9— 0" REVISED DESCRIPTION C>A-M 700 m oo Edi' ZNU QUI 0W D ZXQ 0iL0 0"o ZZ. go W� 0 W 1• (� N 0 WQQ I ►�ir - 0Y� I..I..I Q O W W Q1 0. 0 z �'- 0 Z0 0Y < 00 JNA DRAWN BY: D.J.L. CHECKED BY: G.IJ.L. JOB NUMBER: 1_72002 -LS SHEET NO. LS SATE: OB/1B/1-7 PLAN VIE ENTRY + gn 24 - - STEPS d- 27_077 37_077 27_077 I FRONTAL ELEVATION NOTES: DETAILS ARE SCHEMAATIC TO CONVEY SCALE, LOOK AND INTENT MATERIAL SPECIFICATIONS - COLOR, TEXTURE, & PATTERN MAY VARY WITH FINAL SELECTION OF MATERIALS. ENTRY COURT PAVERS: PERVIOUS PAVERS PROVIDED BY "BELGARD" STYLE - PERMEABLE COLLECTION: ECO DUBLIN COLOR - RUSTIC COLOR AND STYLE ARE SUBJECT TO CHANGE WITH FINAL SELECTION. MOTOR COURT PAVERS: INSTALL BELGIAN -BLOCK PAVERS ON COMPACTED "CRUSH -CRETE" BASE TO MANUFACTURER'S SPECIFICATIONS. INSTALL PAVERS AND GRAVEL BASE TO MANUFACTURER'S SPECIFICATIONS. INSTALL NATURAL STONE AND STONE STEPS AND CAPS TO MANUFACTURER'S SPECIFICATIONS. CONCRETE COMPRESSIVE STRENGTH ® 3000 PSI. RETAINING WALL AND COLUMN WEIGHT VARIES SEE GRADING PLAN SHT.# LS -2.0. NUMBER OF STEP TREADS & RISERS VARY SEE GRADING PLAN SHT.# LS -2.0. 00 • • .(000• 0 0 No.'s _ - - \---/ (1� • ENTRY COURT TERRACE SPECIFIED TILE SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "PENNSYLVANIA BLUESTONE" COLLECTION — TUMBLED & DISTRESSED ASHLER — PATTERN (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) (SEE MATERIAL LAYOUT PLAN SHT.ALS 4.0) 2 LS -4.1 • STEPS - "PENNSYLVANIA BLUESTONE" SLABS (6"X 14"X 48") WITH CHISELED FACE SET SLABS ON REINFORCED STEP FOOTER - FORMED AND POURED IN PLACE 4 - RISERS @ 6" EACH, 4 - TREADS @ 12" EACH (INCLUDES TOP STEP TREAD - SEE PLAN) 3A LS -4.2 Is COLUMN (40"HT.,20"X20") SQ. MASONRY COLUMN WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE WITH (3�� X 24�� X 24) SQ. PENNSYLVANIA BLUESTONE COLUMN CAP WITH CHISELED FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (8"X 8"X 1 MORTAR JOINT. BLOCK WITH #4 REINFORCING RODS (FILL CELLS WITH CONCRETE) WITH�12" X 36"X 36 )SQ. REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS UN TO TOP OF COLUMN 5 LS -4.3 •RETAINING WALL MASONRY RETAINING WALL WITH "BLUE COBBLE" NATURAL STONE FACE WITH 2"X 12"X 48" "PENNSYLVANIA BLUESTONE" WALL CAP WITH CHISELED FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (8"X 8"X 16' CONCRETE BLOCK WITH #4 REINFORCONG RODS (FILL CELLS WITH CONCRETE) WITH 1/4" MORTAR JOINT. THURO-SEAL BACK SIDE OF WALL. • PAVER MOTOR COURT BELGIAN BLOCK — SPECIFIED PAVER SYSTEM ON "CRUSH—CRETE" BASE TRADITIONAL STYLE GRANITE — TUMBLED AND DISTRESSED (RUNNING ENGLISH BOND OR RANDOM PATTERN) (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) 5 LS -4.3 1 LS -4.1 7, "ir'DEVELCPMENT —• RETAINING WALL - HT. VARIES WITH (.) MASONRY RETAINING WALL WITH "BLUE COBBLELEDGESTONE"NATURAL WITH (2"X 12"X 36") —*COLUMN - HT. VARIES77 (44"HT.,�� 20"X�� 20") SQ. MASONRY COLUMN WITH "BLUE COBBLE WITH (3"X 24"X 24_ S PENNSYLVANIA BLUESTONE C STONE FACE SECTION ELEVATION 24 207' • COLUMN - HT. VARIES (44"HT.,�� 24"X�� 24") SQ. MASONRY COLUMN WITH "BLUE COBBLE" LEDGESTONE" NATURAL STONE FACE WITH (3"X 28"X 28) SQ. PENNSYLVANIA BLUESTONE COLUMN CAP WITH CHISELED FACE APWITH CHISELED LEDGESTONE" NATURAL STONE FACE REINFORCED CONCRETE BLOCK WITH NATURAL STONE FACE (8'X 8"X ��1 6" CONCRETE BLOCK WITH #4 REINFORCING RODS (FILL CELLS WITH CONCRETE) WITH 1/4" MORTAR JOINT. (12" X 36"X 36"�SQ. REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS UMN CAP WITH CHISELED FACE E FACE EINFORCED CONCRETE BLOCK COLUMN WITH NATURAL STO RUN TO TOP OF OLUMN • STEPS - "PENNSYLVANIA BLUESTONE" SLABS SET SLABS ON REINFORCED CONCRETE STEP FOOTER n0) 6 - RISERS Com? 6" EACH, 6 - TREADS C� 12" 6" EACH 14"X 48" WITH CHISELED FACE - FORMED AND POURED IN PLACE INCLUDES TOP STEP TREAD - SEE PLAN ( ) 0 •" STEPS - PENNSYLVANIA BLUESTONE SLABS (6 X 14 X 48) WITH SET SLABS ON RF�INFORCED CONCRETE STEP FOOTER - FORMED AND 6 - RISERS © 6 EACH, 6 - TREADS @ 12" EACH (INCLUDES TOP CHISELED FACE POURED IN PLACE STEP TREAD - SEE PLAN) O O o o o 0 0 �^ o i n o 0 o cij '0 II&OP jar ii • — �. °O0 O o O.. .:.000. .0 0 0 4 4 4 D D 4 4 I D DI -- Q---�j— — O� °° O°°O.0 0O ao °000 3�--•-�---° ' --- --� x277 -�- - p I I I I I I ENTRY COURT YARD sn WITH CHISELED FACE. LS-4.2/SCALE 199 = 1'- 099 rIA 0 O O ° o • REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS O RUN TO TOP OF COLUMN - SEE DETAILED SECTION/ELEVATION o `� ° ° • REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS �� p CONTINUOUS & BOTH WAYS AT 16"0.C. RUN TO TOP OF WALL o �,�o wla SEE DETAILED SECTION/ELEVATION _ ° ° ° • RETAINING WALL - HT. VARIES o��J o (36"HT.) MASONRY RETAINING WALL WITH "BLUE COBBLE LEDGESTONE" NATURAL ° STONE FACE WITH (3"X 12"X 48") "NORTHERN BLUE" BLUESTONE CAP WITH CHISELED FACE ° O ° SEE DETAILED SECTION/ELEVATION 1 477 * ENTRY COURT TERRACE 1 2 77 SPECIFIED TILE SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "PENNSYLVANIA BLUESTONE" COLLECTION - TUMBLED & DISTRESSED ASHLER - PATTERN (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) 8 77 (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) 2 77 11 L 0 0 O O 0 ° 0 0 O O O O O O STEPS.:.:. 00 °0 ° o o� ro o0 -- -- ° ° O' O o . O 00 0'OO °° 0,00 ° 0 L� 0°° 00 RETAININ11E o • • Oo o°�O O ° WALL oLl Ld D F_– _ � :: • ------ • —� L�• � • � 77 DOD --- 0 =EE(Typ.)a • �, a ❑00000\\------ °° Q. • .. -• 0o.c'..°Oo. . O° oo0 O ° OOOQO0 °°O cp00° ----- --- — —— ooo d(D Oan00OO° ° ° ° 77 1 -- 0 00 o . a ° 59-299 5, 4., STEPS — BLUE STO STEP SLABS ENTRY COURT STEPS — BLUE STONE STEP SLABS DETAILED SECTION � ELEVATION sB WITH CHISELED FACE DETAILED SECTION / ELEVATION LS-4.2/SCALE 1 1/2I = 1'- 091 700 m Wm0 if ZNZ Foo D�� 0)X z < 9 0U.W 0 lu ZZ. 90 0) z p ui 1• ((� N 03 I�¢ �Y0 uiQQ� woclw LO j <�z W>0 ZU 0 E D W z 0 F w w L) �3 w � Q a � a H � A I�r—,I Q p� w W fYi co E -I w�W w � a w~E-I � 0 a w F U] G; O U G� H z PQ DRAWN BY: ID_.J.L. CHECKED BY: G.,J_L_ JOB NUMBER: 172002 -LS SHEET NO. Ls 4.2 SATE: 02/2B/'IB PLAN VIE 0 0 ^I ENTRY I __j Cl l I'' CJ *COLUMN (40"HT., 20"X 20") SQ. MASONRY COLUMN WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE WITH (3"X 24"X 24") SQ "NORTHERN BLUE" BLUESTONE COLUMN CAP WITH CHISELED FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (8"X 8"X 16" CONCRETE BLOCK WITH #4 REINFORCING RODS (FILL CELLS WITH CONCRETE) WITH 1/4" FRONTAL ELEVATIOl' ° U o O 1-011, �oc ° o O ,� O O O O O 0 w .y 00 imNNo mi I �'—EM mm mlffi i it -J III T Ev` _vw__`l' S • ENTRY COURT TERRACE SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "BELGARD - PERMEABLE COLLECTION" - ECO DUBLIN COLOR: OAK RUN, RANDOM PATTERN) (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) 2 LS -4.1 •STEPS - "NORTHERN BLUE" BLUE STONE SLABS (6"X 14"X 48") WITH CHISELED FACE SET SLABS ON REINFORCED STEP FOOTER - FORMED AND POURED IN PLACE 4 - RISERS @6 ' EACH, 4 - TREADS @ 12" EACH (INCLUDES TOP STEP TREAD - SEE PLAN) /3A/ LS -4.2 CONCRETE ITH • RETAINING WALL MASONRY RETAINING WALL WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE WITH 2"X 12"X 48" "NORTHERN BLUE" BLUESTONE WALL CAP WITH CHISELED FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (WITH $'/4"1 M)ORTAR JOINT. BT�UROWS AL#BACK SIDE M RTAR JOINT. RUN' 0 TOP 0 6")COLUMN INFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS COFGWALDS (FILL CELLS WITH CONCRETE) • PAVER MOTOR COURT BELGIAN BLOCK - SPECIFIED PAVER SYSTEM ON "CRUSH -CRETE" BASE TRADITIONAL STYLE GRANITE - TUMBLED AND DISTRESSED (RUNNING ENGLISH BOND OR RANDOM PATTERN) (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) LS -4.3 5 LS -4.3 1 LS -4.1 o o ° o *REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS (1 0 cRUN TO TOP OF COLUMN - SEE DETAILED SECTION/ELEVATION \ fl-) ° o I - ° *REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS )CONTINUOUS & BOTH WAYS AT 16 O.C. RUN TO TOP OF WALL ° CO � Tp, j SEE DETAILED SECTION/ELEVATION )10".01 •BULKHEAD owJ �-� -> o (86-L. F., 24"HT.) MASONRY RETAINING WALL WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL � STONE FACE WITH (3"X 12"X 48") "NORTHERN BLUE" BLUESTONE CAP WITH CHISELED FACE ---%.---- ° o o SEE DETAILED SECTION/ELEVATION � 5 •TUMBLED STEPPING STONES 2 14 (14"X 14")SQ. "BELGARD" MEGA-BERGERAC 12 COLOR-AMORETTO TO MATCH EXISTING ti .., 8"•FINISHED GRADI � o o . 1`19 00 ° 'OO ° O' V° O tel° O `J° 9id O Y IEIE ii UN 30 12 EACH (INCLUDES TOP STEP TREAD - SEE PLAN) STEPS � ° REV isE 0 ao eo..op:.o �.-:.. o:®;.00;o .o°o_ ., ::o,�a:.,.:..:000,o :oo 0 ooO D��O,. Oo O O O ..0 O, Q. IIIIIIIIIIII 5,_291 5 _, STEPS - BLUE STONE STEP SLABS ENTRY C`OU RT STEPS --- ELLE STONE S DETAILED SE'U"TION / ELEV TION ITH U`HISELED FAU"E DETAILEDSL'U"TICDN j ELEVATION LS-4.2/SCALE 1 1/2" = 1'— 0" • RETAINING WALL (30"HT. MASONRY RETAINING WALL WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE COLUMN WITH (2"X 12"X 36") SECTION � (30"HT.,24"X24") SQ. MASONRY COLUMN WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE WITH (3"X 28"X 28) SO. NORTHERN BLUE BLUESTONE COLUMN CAP WITH CHISELED FACE • COLUMN » REINFORCED CONCRETE BLOCK WITH NATURAL STONE FACE (40"HT.,20"X,, 20"),,SQ. MASONRY COLUMN WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE 24 (8"X 8"X 16") CONCRETE BLOCK WITH #4 REINFORCING RODS (FILL CELLS WITH CONCRETE) WITH (3"X 24 X 24 SQ. "NORTHERN BLUE" BLUESTONE COLUMN CAP WITH CHISELED FACE WITH 1/4" MORTAR JOINT. REINFORCED CONCRETE BLOCK COLUMN WITH NATURAL STONE FACE 20�� �UN 12" X 36"X 36"�SQ. REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS TO TOP OF OLUMN „ „ „ „ „ „ „ *STEPS - NORTHERN BLUE BLUE STONE SLABS (6"X 1 X 48") WITH CHISELED FACE *STEPS - NORTHERN BLUE BLUE STONE SLABS (6"X 14 X 48) WITH CHISELED FACE SET SLABS ON R,INFORCED CONCRETE STEP FOOTER - ORMED AND POURED IN PLACE SET SLABS ON REINFORCED CONCRETE STEP X00 R - FORMED AND POURED IN PLACE -� 5 - RISERS @6 EACH, 4 - TREADS @12 EACH (IN LUDES TOP STEP TREAD - SEE PLAN) 0 4 - RISERS @6 EACH, 4 - TREADS 0 o �ESCFIIPTION LATE Zoo ZNZ <^z F- �QW Nxz 0 LL W ti-�,0 zZ . QO WIci 19 co IL L ui 1• (n N U3� tttttt� W � Q Q IFS BY O w Q Q WSW 0 DRAWN BY: CHECKED BY: G.J.L. JOB NUMBER: '12002 -Ls SHEET NO. 4.2 DATE: obi-1ei1-7 • COLUMN ,, (44"HT.920"X20") SQ. MASONRY COLUMN WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE FRONTAL ELEVATION95 WITH 3 X 24„ X 24 99) SQ. 99PENNSYLVANIA BLUESTONE COLUMN CAP WITH CHISELED FACE — REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE NOTES: ” (8 X 8 X 9916 CONCRETE BLOCK WITH #4 REINFORCING RODS (FILL CELLS WITH CONCRETE) DETAILS ARE SCHEMAATIC TO CONVEY SCALE, LOOK AND INTENT. WITH 1/4 M RTAR JOINT. MATERIAL SPECIFICATIONS — COLOR, TEXTURE, & PATTERN 12" X 36"X 36" SQ. REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS MAY VARY WITH FINAL SELECTION OF MATERIALS. �UN TO TOP OF COLUMN ENTRY COURT PAVERS: • STEPS — "PENSYLVANIA BLUESTONE" SLABS 6"X 14"X 48" WITH CHISELED FACE PERVIOUS PAVERS PROVIDED BY "BELGARD" �� SET SLABS ON REINFORCED CONCRETE STEP FOOTER — FORMED AND POURED IN PLACE STYLE — PERMEABLE COLLECTION: ECO DUBLIN / 9' 6 — RISERS @ 6 EACH, 6 — TREADS @ 12 EACH (INCLUDES TOP STEP TREAD — SEE PLAN) COLOR — RUSTIC COLOR AND STYLE ARE SUBJECT TO CHANGE 2'— � • ENTRY COURT TERRACE WITH FINAL SELECTION. J SPECIFIED PAVER SYSTEM ON PERVIOUS COMPACTED GRAVEL BASE MOTOR COURT PAVERS: 1 '®8" "BELGARD — PERMEABLE COLLECTION" — ECO DUBLIN INSTALL BELGIAN—BLOCK PAVERS ON COMPACTED 1000 oe COLOR: OAK RUN, RANDOM PATTERN) "CRUSH—CRETE" BASE TO MANUFACTURER'S SPECIFICATIONS. • PLANTER RETAINING WALL INSTALL PAVERS AND GRAVEL BASE U 0 (36"HT.) MASONRY RETAINING WALL WITH "BLUE COBBLE LEDGESTONE" NATURAL TO MANUFACTURER'S SPECIFICATIONS. ° ° STONE FACE WITH 3"X 12"X 48" "PENNSYLVANIA BLUESTONE" CAP WITH CHISELED FACE INSTALL NATURAL STONE AND STONE STEPS AND o o � ° o o � � ° o SEE DETAILED SECTION/ELEVATION CAPS TO MANUFACTUR F SPECIFICATIONS. 0 0 0 �,v w �� ° ° �v (k' �` •PAVER FIELD CONCRETE COMPRE I E 0° ° ° ° 01-01 ° o� o� Z. STRENGTH @ TBELGIAN BLOCK — SPECIFIED PAVER SYSTEM ON "CRUSH—CRETE" BASE Z. .� — J — .� o ° o ° TRADITIONAL STYLE GRANITE — TUMBLED AND DISTRESSED Jam° � ° , � !� o a -,.� ti, o o o o (RUNNING- ENGLISH BOND OR RANDOM PATTERN) w w, w w WLI-Ii J W (1-1 0)J Kwo L\lj J w PLA TER1L 'b �.lt +�'� ETAIJl� Vw O C`^'' C o STEPS WALL NOTES: IL6 RETAINING WALL AND COLUMN HIEGHT VARIES SEE GRADING PLAN SHT.# LS -2.0. all NUMBER OF STEP TREADS & RISERS VARY 1SEE GRADING PLAN SHT.# LS -2.0. D O (/) LTJ ®� D a1 77:11 --- j > Ll F_ I�0 » 000 G o 00 00 000 000 0 0 �o��o o0 0 o 00 �o � 0 0 00 om � o0 � � o � � �,� o � o 0 0 � o 0 0 ° � °� » A s � a � a -i a _ � c ,�� -- �---�-- °-- O� °°�°° 0 �O O� o O O� �O� 0 O°oo O a o OO,Q° � e Q�G d 0a O � Oo Oo 0 6 8 0 N A 0 J2 COmMU1dIT`l2LUCLGPMENT I' -- ' ' MASONRY COLUMN - REINFORCED CONC. 3,_0„� BLOCK WITH NATURAL STONE FACE LS 4.3 SCALE 1 1/2 99 = 1'— 0” SECTION ELEVATION 5'-4" COLUMN — HEIGHT VARIES • (40"HT.9 20"X 20") SQ. MASONRY COLUMN WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE 24WITH (3"X 24"X 24) SQ. "PENNSYLVANIA BLUESTONE" COLUMN CAP � 0 • PLANTER RETAINING WALL — HEIGHT VARIES o c 0 12" (24"HT.) MASONRY RETAINING WALL WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE WITH (231X 12"X 48") "PENNSYLVANIA BLUESTONE" WALL CAP o � � � � � A --k) � 7—A O • REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE ° w � �" c�' ,�o w � (8"X 8"X 16"� CONCRETE BLOCK WITH #4 REINFORCING RODS _(FILL CELLS WITH CONCRETE WITH 1/4 MORTAR JOINT. THURO—SEAL WATER PROOFING BACK SIDE OF WALL. 00 ° C � � �-� �`�'� c° • FINISHED GRADE — BACK—FILL BEHIND WALL _ _� I �O o �o � � �0� �C � � �o � 0 • 4" DIAMETER SCHEDULE 40 P.V.C. PERFORATED DRAIN PIPE WITH FILTER SOCK— N O���� [ � � O goo INSTALL TO MANUFACTURER'S SPECIFICATIONS TO PROVIDE PROPER DRAINAGE. DDOO�� Oo 0 o Gb 0000poo • #57 CRUSHED LIME STONE BACKFILL (12" �WIDTH) WITH 4"DIAMETER DRAIN PIPE— _ O ° IJSE CLEAN AND WELL—DRAINED GRAVEL WITH FILTER CLOTH TO CONTAIN FOR DRAINAGE. � ❑� ❑� � � �o 0 0 wo INSTALL TO MANUFACTURER'S SPECIFICATIONS TO INSURE PROPER DRAINAGE. 0° opo o 4o°��' � � • REINFORCED CONCRETE FOOTING — (CONTINUOUS) @ 31000 PSI W/ #4 DI REIN. RODS.(TIED & CONTINUOUS) 4 0 i (2499HT.) MASONRY RETAINING WALL WITH "BLUE COBBLE LEDGESTONE" NATURAL STONE FACE • WITH (2"X 12"X 48") "PENNSYLVANIA BLUESTONE" WALL CAP 5 RETAINING WALL - REINFORCED CONCRETE BLOCK WALL WITH Ls -4.3 SCALE 1 1/ 2" = 1 '- 099 NATURAL STONE FACE DETAILED SECTION / ELEVATIONS REVISEE) �E8CRIPT0N DATE ;Cql N ao Z00 co <,t 00 (� X z Q 0Lw 0"w ZZ 00 Wa 0 W 1� f� � N 030 WRQ jr00 Y� W W W QJ QOZ 0) 0 0 ZCDU .j 0 w 0 cil W A F W z owwQ x E.. o W � � � w z z(oz) F 0 DRAWN BY: CHECKED BY: G.J.L_ JOB NUMBER: 172002 -LS SHEET NO. LS 4.3 IDA -FE: 02/2B/lB FRONTAL ELEVATION NOTES: DETAILS ARE SCHEMAATIC TO CONVEY SCALE, LOOK AND INTENT. MATERIAL SPECIFICATIONS — COLOR, TEXTURE, & PATTERN MAY VARY WITH FINAL SELECTION OF MATERIALS. ENTRY COURT PAVERS: PERVIOUS PAVERS PROVIDED BY "BELGARD" STYLE — PERMEABLE COLLECTION: ECO DUBLIN COLOR — RUSTIC COLOR AND STYLE ARE SUBJECT TO CHANGE WITH FINAL SELECTION. MOTOR COURT PAVERS: INSTALL BELGIAN—BLOCK PAVERS ON COMPACTED "CRUSH—CRETE" BASE TO MANUFACTURER'S SPECIFICATIONS. INSTALL PAVERS AND GRAVEL BASE TO MANUFACTURER'S SPECIFICATIONS. INSTALL NATURAL STONE AND STONE STEPS AND CAPS TO MANUFACTURER'S SPECIFICATIONS. cU CONCRETE COMPRESSIVE o o 410 STRENGTH @ 3000 PSI. o'`�0 u_A_1 0 ;�0�0_ Y `d o n o � o �o ° t� � w )tic�C' � -`' 00 7 ___j Lj O D t '" 0 � 1 I F_ I I I L 00�—I Dr 1 I- l OOOOOOO OOH r iE� 8 a • �_ 2 �.— �--- �__ --- N I Qo N 8 11 5 LS -4.3 3'—®99 28" RETAININVOX SCALE 1 1 /2" _ O o O o oJ77 10�ju 4_�) IN 'o 0 0 0 0 00 00 5'-4 { 0 • COLUMN (40"HT.9 20"X 2099) SQ. MASONRY COLUMN WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE WITH 399X 2451X 24" SQ. "NORTHERN BLUE" BLUESTONE COLUMN CAP WITH CHI.5ELED FACE REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (8'9X 8"X x,16" CONCRETE BLOCK WITH #4 REINFORCING RODS (FILL CELLS WITH CONCRETE) WITH 1/4 MORTAR JOINT. �12" X 369'X 36" SQ. REINFORCED CONCRETE FOOTING WITH #4 REINFORCING RODS UN TO TOP OF COLUMN • STEPS - "NORTHERN BLUE" BLUE STONE SLABS (699X 14"X 489') WITH CHISELED FACE SET SLABS ON REINFORCED CONCRETE STEP FOOTER - FORMED -AND POURED IN PLACE 4 RISERS @ 6 EACH, 4 TREADS @ 12 EACH (INCLUDES TOP STEP TREAD SEE PLAN) • ENTRY COURT TERRACE SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE "BELGARD — PERMEABLE COLLECTION" — ECO DUBLIN COLOR: OAK RUN, RANDOM PATTERN) • PLANTER RETAINING WALL (3699HT.) MASONRY RETAINING WALL WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE WITH (399X 1299X 4859) "NORTHERN BLUE" BLUESTONE CAP WITH CHISELED FACE SEE DETAILED SECTION/ELEVATION • PAVER FIELD BELGIAN BLOCK — SPECIFIED PAVER SYSTEM ON "CRUSH—CRETE" BASE TRADITIONAL STYLF0 GRANITE — TUMBLED AND DISTRESSED o (RUNNING ENG I D OR RANDOM PATTERN) �0 0 J w J w PLANTER V V O� v O , k� RETAININ UWALL 0 DD o-1 1=1 =F I E OC oo- ; :oo..000;::. > .o....oO, oo;Oo d . d 000 0 00 00 -.00 0 C• d • o 0000 00 a 0 0 z 0 o ao �o � o0 0 00 0 0 0 oo 0 0 0 00 0:00 0 . o Q..0 - �- .. o .00 0 0 0o g 0 0 000 0 0 0 000 0� 00 0 0 0, 0 00 00 0 on Cin on 0 o 0n „ 0n � - - n o n _ 4 N LS -4.3 roj N ' 99 6 R]L � i� 1F OR �" ]E D � O -N U . --NATURAL STONE FAu/"" I� 1/2 99 ® 1'— 0 99 COLUMN • (4019HT.9 2099X 2099) SQ. MASONRY COLUMN WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE WITH (399X 24"X 249') SQ. "NORTHERN BLUE" BLUESTONE COLUMN CAP • PLANTER RETAINING WALL (86-L.F., 2499HT.) MASONRY RETAINING WALL WITH "OLD BARN RUSTIC LEDGESTONE" NATURAL STONE FACE WITH (299X 12"X 4899) "NORTHERN BLUE" BLUE STONE WALL CAP • REINFORCED CONCRETE BLOCK WALL WITH NATURAL STONE FACE (899X 89X x,16" CONCRETE BLOCK WITH #4 REINFORCING RODS FILL CELLS WITH CONCRETE) WITH 1/4 MORTAR JOINT. THURO-SEAL WATER PROOFING BAC SIDE OF WALL. • FINISHED GRADE - BACK -FILL BEHIND WALL • 4" DIAMETER SCHEDULE 40 P.V.C. PERFORATED DRAIN PIPE WITH FILTER SOCK - INSTALL TO MANUFACTURER'S SPECIFICATIONS TO PROVIDE PROPER DRAINAGE. • #57 CRUSHED LIME STONE BACKFILL 12" WIDTH) WITH 4"DIAMETER DRAIN PIPE - USE CLEAN AND WELL -DRAINED GRAY L WITH FILTER CLOTH TO CONTAIN FOR DRAINAGE. INSTALL TO MANUFACTURER'S SPECIFICATIONS TO INSURE PROPER DRAINAGE. • REINFORCED CONCRETE FOOTING - (CONTINUOUS) @ 3,000 PSI W/ #4 DI REIN. RODS.(TIED & CONTINUOUS) BULKHEAD. —�(12PROVIDE �FI RA�N"PROTECT A L BUKHEADTPECED RPTRAPEQARRY ROCANGULER GRANITEWITH "" —14 WIDTH ON TWO FACES) • TOTAL: 136.5 SQUARE FEET / 5 CUBIC YARDS OF QUARRY STONE REQUIRED RETE " U_� K N '� BLO WALL WITH REINFORU""�ED u NATURAL STON,E FAU'� DETAILED SEU""�TION REVISED �ESCRlFlnC>N C>ATE _L Zoo N ao ZNU Qqi DAF z Z<0 0iLW U�p zZ �I W 0 111 1• Lo ((� N U3� WRQ Q co jr BYO Lu QQ- W 0 ui Q J_ Q0� z 00m zU JNA DRAWN BY: CHECKED BY: G_�J_I . .JOB NUMBER: 172002 -LS SHEET NO. LS GATE: OB/1B/'I-7 8 LS 4.4A L00 ,FIRE -PIT SCALE 1/2 95 - V- 0 99 � 12 a '0 J, fir'\ VIEW BLOI'if-UP 10 1 I I I 1 I ,I IR�I I 10( Ft I I I I I I nEl ao JHH LIH I oI I I I 00 ' o i I 9 I I I I I I I 1 i I r I I 1 I I I i AREA 260 S.Fe 18"HT. ELEVATED FIRE—PIT WITH 4' INSIDE DIAMETER. FIRE—PIT STONE CAP: TO BE SELECTED BY OWNER BLUESTONE, GRANITE OR TRAVERTINE POSSIBLE OPTIONS FIRE—PIT STONE FACE: NATURAL STONE TO BE SELECTED BY OWNER OLD BARN RUSTIC LEDGESTONE POSSIBLE OPTIONS SUBJECT TO CHANGE WITH FINAL MATERIAL SELECTION. 3 — PIECE STONE BENCH SET ON REINFORCED CONCRETE FOOTINGS (LOCATE AS DIRECTED BY OWNER) FIRE—PIT TERRACE SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE FIELD — "BELGARD — PERMEABLE COLLECTION" — ECO DUBLIN COLOR: OAK RUN, RANDOM PATTERN) PAVER BANDING — BELGIAN BLOCK DOUBLE SAILOR COURSE COLOR: OAK RUN, RANDOM PATTERN) (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) NATURAL STONE STEPS STONE STEP SLABS TO PROVIDE ELEVATION TRANSITION DOWN TO FIRE—PIT TERRACE (STEP SLABS TO BE SELECTED BY OWNER) DRAINAGE SYSTEM OUT—FLOW BOX (12"X 12") NDS PVC CATCH BASIN — BLACK (12"X 12") NDS PVC DRAINAGE GRATE — BLACK SET BOX IN #57 STONE — GRAVEL BACK—FILL WITH SOIL SEPERATOR FILTER CLOTH DOUBLE COURSE ACCENT BOULDERS TO BE SELECTED BY OWNER LOCATE AND SET ON SITE AS DIRECTED SPECIFIED STEPPING STONES (SELECTED BY OWNER) LAYOUT, LEVEL AND SET ON SITE AS DIRECTED GRAVEL JOINTS — GRAVEL TO BE SELECTED BY OWNER WITH ZOISIA GRASS OR MONDO GRASS JOINTS — POSSIBLE OPTION 8 S-4.4 4 S-4.1 1 S-4.1 3 S-4.1 4 LS -4.1 3 S-4.1 3 S-4.1 REVISED CAE8CRIPTION 0,ATE Zoo -m0 GNU Q It �W� 0)XZ oIL0) USW ZW� go W �- 0 W 1• cm N 0 WQQ IFir BYO Q Q u. L.L.I W 0W �0� Uoz 0 o a0o Y Q00Q JN7 BRAWN BY: CHECKED BY: G_J_L. JOB NUMBER: 172002 -LS SHEET NO. LS 4.440nk SATE: OB/'IB/17 w � �o I W BRAWN BY: CHECKED BY: G_J_L. JOB NUMBER: 172002 -LS SHEET NO. LS 4.440nk SATE: OB/'IB/17 I 8 \lF'_1RE-PlT - LS SCALE 1/2"= 1'— U" 4.4 B / 00 m (I I I1 I I 1I u I I 1 I I I I I I I I I I I I I I I I I I ao 0 C 00 00 00 00 00 I I i I I I i I I I I I I I I I L - J L - J PIT % �2'DIAVET-ER ES -�N GU R�UN S � r(SEF D'ETi;IL�� ETENTI( AREA ?�o S.Ju vitliall nale, 011,1111M) I WNll I I I I I CENTERLINE OF i FIRE -PIT I Q0 I I I I I I I I 1 I I I 1 I I I 1 I I1 f 1 I I I I I I I I 1 I I I 1 I I I I I I I I I 1 I I I I I I I I I DIMENSIONED LAYOUT 17LAN BLOW—UP LAYOUT KEY: - - CENTERLINE BASELINE DIMENSION LINE 12' 401 RADIUS PIONT 10.50 SPOT ELEVATION R=8' -C n CONTRACTOR'S NOTES: ANGLE DIMENSION 45° 00 O STEP DIMENSION 4 TREADS @ 12"EA. 5 RISERS @ 6"EA. • DIMENSIONS ON SITE ARE TO THE OUTSIDE EDGE • COORDINATE DETAILS WITH MATERIAL LAYOUT PLAN OF THE PROGRAM ELEMENT TO BE LAID OUT. SHT. #LS -4.0 FOR MATERIAL LAYOUT, SELECTION AND SPECIFICATIONS. REFERENCE MAT— • CONTRACTOR IS TO VARIFY ALL DIMENSIONS AND ERIAL LAYOUT PLAN FOR PAVEMENT LAYOUT, DIR— NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES ECTION AND PATTERN: HOWEVER PAVEMENT STYLE PRIOR TO CONSTRUCTION — IN WRITING . AND PATTERN MAY BE SUBJECT TO CHANGE WITH • FINAL STAKING & LAYOUT IS TO BE APPROVED FINAL SELECTION AND SPECIFICATION. BY LANDSCAPE ARCHITECT ON SITE PRIOR TO • FIRE—PIT CONTRACTOR IS TO COORDINATE WITH DRAINAGE CONSTRUCTION. IRRIGATION, LIGHTING & MEDIA CONTRACTORS PRIOR TO • SECTIONS ARE SCHEMATIC — COORDINATE WITH LAYING—OUT ANY PAVING SO THAT DRAINAGE, IRRIGATION, STRUCTURAL ENGINEERING PLANS PROVIDED BY LIGHTING AND ELECTRICAL SLEEVING CAN BE FACILITATED STRUCTURAL ENGINEER, AND SHOP DRAWINGS FOR GAS LINE, DRAINAGE, IRRIGATION, LIGHTING, PROVIDED BY POOL CONTRACTOR. ELECTRIC, SPEAKERS, WATER ECT. • COORDINATE WITH GRADING & DRAINAGE PLANS • FIRE—PIT CONTRACTOR IS TO PROVIDE SHOP DRAWINGS SHT. #LS -2.0. OF POOL, SPA, & PLUMBING AND POOL EQUIPMENT SCHEMATICS • COORDINATE WITH DIMENSIONED LAYOUT PLAN SHT. #LS -3.0. NOTES: • FIRE—PIT TERRACE SECTION / ELEVATION IS SCHEMATIC AND IS INTENDED TO CONVEY SCALE, LOOK AND INTENT. SEE STRUCTURAL ENGINEERING PLANS FOR CONSTRUCTION DETAILS & STRUCTURAL SPECIFICATIONS. • SEE SHT. #LS -4.413 FOR DIMENSIONED LAYOUT OF FIRE—PIT • COORDINATE FIRE PIT PLAN WITH DETAILED SECTION / ELEVATION SHEET NO. LS — 4.4C FOR FIRE—PIT, LOOK AND INTENT. • SEE STRUCTURAL ENGINEERING PLANS FOR DIMENSIONED LAYOUT OF FIRE—PIT • FIRE—PIT TERRACE — LOOK AND FINISHES ARE SUBJECT TO CHANGE WITH FINAL MATERIAL SELECTION. • FIRE—PIT EQUIPMENT — INTSTALL TO MANUFACTURER'S SPECIFICATIONS AND SAFETY CODES. PROVIDE 4—AIR VENTS FOR VENTILATION AND DRAINAGE TO MANUFACTURER'S SPECIFICATIONS. • DIAMETER AND SPECIFICATIONS FOR STEEL REINFORCING RODS TO BE DETERMINED BY STRUCTURAL ENGINEER. • OVERALL DIMENSIONS FOR REINFORCED CONCRETE FOOTING TO BE DETERMINED BY STRUCTURAL ENGINEER. • FIRE—PIT STONE CAP: TO BE SELECTED BY OWNER BLUESTONE, GRANITE OR TRAVERTINE POSSIBLE OPTIONS • FIRE—PIT STONE FACE: NATURAL STONE TO BE SELECTED BY OWNER OLD BARN RUSTIC LEDGESTONE POSSIBLE OPTIONS SUBJECT TO CHANGE WITH FINAL MATERIAL SELECTION. • THICKNESS OF PAVER MAY VARY W/ FINAL SPECIFICATION SO DEPTH OF SETTING BED IS TO BE ADJUSTED ACCORDINGLY. • THICKNESS OF TILE MAY VARY W/ FINAL SPECIFICATION SO DEPTH OF THIN—SET BED IS TO BE ADJUSTED ACCORDINGLY. • CONCRETE COMPRESSIVE STRENGTH @ 3000 PSI. REVISED OE8CRIPnC>N MATE UN ZOO N a'�o m ZNU Qui00 (� X z 9 0iLW 0"w ZZ g0 Wa 0 1.1J 1• c� N 0 WQQ IFS BYO ui QQiL 6 W�ui �QJ Q9z 0 000) ZNU JNj ORAWN BY: 1D_.J_L. CHECKEO BY: G.J.L. JOB NUMBER: 172002 -LS SHEET NO. LS OATS: OB/1B/1-7 E-� � � Q W W � O � W coI � �9 P� ORAWN BY: 1D_.J_L. CHECKEO BY: G.J.L. JOB NUMBER: 172002 -LS SHEET NO. LS OATS: OB/1B/1-7 SECTION / ELEV_1TION 18"HT. ELEVATED FIRE -PIT WITH 4' INSIDE DIAMETER. FIRE -PIT STONE CAP: TO BE SELECTED BY OWNER BLUESTONE, GRANITE OR TRAVERTINE POSSIBLE OPTIONS FIRE -PIT STONE FACE: NATURAL STONE TO BE SELECTED BY OWNER OLD BARN RUSTIC LEDGESTONE POSSIBLE OPTIONS S SUBJECT TO CHANGE WITH FINAL MATERIAL SELECTION. S -4.4C/ FIRE -PIT TERRACE SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE FIELD - "BELGARD - PERMEABLE COLLECTION" - ECO DUBLIN COLOR: OAK RUN, RANDOM PATTERN) PAVER BANDING - BELGIAN BLOCK DOUBLE SAILOR COURSE 1 COLOR: OAK RUN, RANDOM PATTERN) S-4.1 (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) 4 3 - PIECE STONE BENCH SET ON REINFORCED CONCRETE FOOTINGS Al.S-4.1 (LOCATE AS DIRECTED BY OWNER) 0 fir'" 0 00 0 16 C FIRE -PIT TERRACE — ..rte• ---J1—_— .,,-�.,. x::.•.:::, o 0 . - 0(l� I I I— —1II—II1 ° Op° O 4 000 Oo —I =1- - _ _ I � ll1--111 LI1— I =1 T A �=1_I f � —ISI S I I—� I �= III- I I �Il�f — 11= \ 6,-8" 16" 4'-0" 177 71 1 oo O OO p 00 o �oO °o°° �V° o° o°O ° o oO°O ° O p0O"O o�0OOeO O O P Oo .O cb o DO 00OO 0 0oO pg p°p° 0C(O° I 1= =1 I T ELI I— �I1t=11 — TERRACE FIRS,—r'IT 16" <,oCooU 0O00'^O0oo0O,000 0p0000.C =1 I =1 I 3 ACCENT LOCATE BOULDERS TO AND SET ON BE SITE SELECTED BY (.NNER AS DIRECTED S-4.1 SCHEMATIC AND IS INTENDED TO CONVEY SUBJECT TO CHANGE WITH FINAl MATERIAL SCALE, LOOK AND INTENT. SEE STRUCTURAL 18" O, °°YoC� °°O cO O 60 0°0 O0 o O , IO°° ��°°0�0°° o • _ 1= =11 I I I=1 I I=1 IF r-= 1111= 111- —I , CONTRACTOR'S NOTES: • FIRE—PIT TERRACE SECTION / ELEVATION IS • FIRE—PIT TERRACE — LOOK AND FINISHES ARE SCHEMATIC AND IS INTENDED TO CONVEY SUBJECT TO CHANGE WITH FINAl MATERIAL SCALE, LOOK AND INTENT. SEE STRUCTURAL SELECTION. ENGINEERING PLANS FOR CONSTRUCTION DETAILS & STRUCTURAL SPECIFICATIONS. •FIRE—PIT EQUIPMENT — INTSTALL TO MANUFACTURER'S SPECIFICATIONS AND SAFETY CODES. PROVIDE 4—AIR VENTS FOR MANUFACTURER'S SPECIFICATIONS. • SEE SHT. #LS -4.4B FOR VENTILATION AND DRAINAGE TO DIMENSIONED LAYOUT OF FIRE—PIT • DIAMETER AND SPECIFICATIONS FOR STEEL REINFORCING RODS • COORDINATE FIRE PIT PLAN WITH DETAILED SECTION / ELEVATION TO BE DETERMINED BY STRUCTU AL ENGINEER. SHEET NO. LS — 4.4C FOR FIRE—PIT, LOOK AND INTENT. • OVERALL DIMENSIONS FOR REINFORCED CONCRETE FOOTING • SEE STRUCTURAL ENGINEERING PLANS FOR TO BE DETERMINED BY STRUCTURAL ENGINEER. DIMENSIONED LAYOUT OF FIRE—PIT B-B'\FIRE-PIT TERRAC"�E SE �'TIC}N /ELEVATION 5-4.4 SCALE 1"= 1'- 0" BLACK IRON LOG PAN WITH GRATE (OPTIONAL) GAS—RING FIXTURE (OPTIONAL) GRAVEL FILL (1/2"— 1 1/2") — FIRE PROOF WELL DRAINED & CLEANED BLACK IRON FIRE—PIT HEAT SHIELD LINER FOR STONE CAP FIRE—PIT CAP WITH CUT — ROCKFACE DETAIL, 3"—THICK TO BE SELECTED BY OWNER — (BLUESTONE, GRANITE, TRAVERTINE) REINFORCED CONCRETE WALL — FORMED IN PLACE WITH NATURAL STONE FACE AND CAP TO BE SELECTED BY REINFORCED CONCRETE FOOTING — FORMED IN PLACE WITH REINFORCING RODS BOTH WAYS (SEE STRUCTURAL ENGINEERING PLANS FOR SPECIFICATIONS) COMPACTED BUILDERS SAND SPECIFIED ' _(8"X 8.') NDS eEN ANDSFILTER CLOTH SIN BLACK WITH BLACK G T , TIE OUT—FLOW P TOT R INAGE SYSTEM Q w 16 FIRE -PIT TE RACE III i111 III II If M., — � — II —III II — 1— I "00 �'r?ty:� °° ° T�O o0 o I = -I Ell E,1 1= I I 1=1 II— =11� i I 1 11--1 I_I I II M_ 11 FF7��1! 1=1 1=1 1=1! I_FIFT�l 1 �El 11 I 6,-8„ 41-011 —0" LUSTRATIVE 16 99 TERRACE FIRE -PIT TEJ�ZRAU/`E DETAILED SEC` SCALE 1 "= 1'- 0" =m=m '=FW--. I 1021111. WHO —I I 10 I-1 I-1 1 I-1 111=1T� I 1=III=1 1= L • FIRE—PIT STONE CAP: TO BE SELECTED BY OWNER BLUESTONE, GRANITE OR TRAVERTINE POSSIBLE OPTIONS • FIRE—PIT STONE FACE: NATURAL STONE TO BE SELECTED BY OWNER OLD BARN RUSTIC LEDGESTONE POSSIBLE OPTIONS SUBJECT TO CHANGE WITH FINAL MATERIAL SELECTION. • THICKNESS OF PAVER MAY VARY W/ FINAL SPECIFICATION SO DEPTH OF SETTING BED IS TO BE ADJUSTED ACCORDINGLY. o f� I—II—III — 1L = 11= ILII —III— r III =ll I=ll=1L1=J 11=1 =1��f l� l 11— I I 1=LI 1=Ill=1$$J� 1_ 11=ll1=1 I_TI 1�=1 I f=iTf_I I I— IT_I-1 11= III�� T • THICKNESS OF TILE MAY VARY W/ FINAL SPECIFICATION SO DEPTH OF THIN—SET BED IS TO BE ADJUSTED ACCORDINGLY. • CONCRETE COMPRESSIVE STRENGTH @ 3000 PSI. GAS VALVE & IGNITER SWITCH WITH GAS LINE TO PERFORATED FLAME RING 3 - PIECE STONE BENCH SET ON REINFORCED CONCRETE FOOTINGS (LOCATE AS DIRECTED BY OWNER) FIRE -PIT TERRACE SPECIFIED PAVER SYSTEM ON "PERVIOUS" COMPACTED GRAVEL BASE FIELD - "BELGARD - PERMEABLE COLLECTION" - ECO DUBLIN COLOR: OAK RUN, RANDOM PATTERN) PAVER BANDING - BELGIAN BLOCK DOUBLE SAILOR COURSE COLOR: OAK_ RUN, RANDOM PATTERN) (FINAL PAVER SELECTION AND PATTERN TO BE MADE BY OWNER) (, (SEE MATERIAL LAYOUT PLAN SHT.#LS 4.0) 0 w W — ERIFY phi 100 00 ___ 111—__--- 1 IIII 1_L_L (� � I I_ 11= _ — — 0 00 —I 111-111—I—I-_ I— I I— —I -I_I— — GAS LINE I =�_� 1= I I f — — =11= ILII i =1114111-11 MN 4 —4.1 1 S-4.1 REVISEM DESCRIPTION DATE MRAWN SY-- J.M.O. CHECKEM SY: G.J.L. JOB NUMBER= 172002 -LS SHEET NO_ Ls 4.4C GATE: 08/'18/1-7 L SITE PLAN 0 �� ' IIIIIIIII '!, III111111 DECK FRAMING 2—(2"X6") DECK BEAMS @ EACH POST (299X6") DECK JOIST @ 16" 0. C. (299X699) DECK PLANKS. / DECKING & FASCIA BOARDS — 11 \4.6 GRADE PRESSURE TREATED PIN FLAGSTONE WALKWAY TO BE SELECTED BY MASTER DECK STEPS MATERIAL LAYOUT GRAPHIC SCALE 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. 2 4.1 PLAN DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS = 2—, (2"X, 6") 3 STEP FASCIA BOARDS (2"X 6 2— RISERS @ 6"EA. .5 1 TREADS @ 12 EA. DECKING — PATTERN AS DRAWN (2"X 6") DECK PLANKS (299X 8") FASCIA BOARDS DECKING & FASCIA BOARDS —1 4-.5 GRADE PRESSURE TREATED PINE# DECK LANDING — PATTERN AS DRAWN (2"X 6") DECK PLANKS (2"X 89') FASCIA BOARDS DECKING & FASCIA BOARDS — #1 �.5 GRADE PRESSURE TREATED PINE DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS _ 2—(199X � 6")/_3 STEP FASCIA BOARDS (255X 6 2— TREADS @ 1,,2"EA.\4.cj 3— RISERS @ 6 EA. REVISED MESCRIF -nC>N SATE Zoo - mU ZNU <�i D00 �� 0)Xz Q 0 LL Co U�p ZZ . 00 WI IL 0 W 1• N 0 WRQ IFo� 0YJ W WW IL0J QOZ N�0 0 Z00U QrQ JNA E-11 CONTRACTOR'S NOTES: :z) W • ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE --- _% ----� PRESSURE TREATED PINE. — — ---- ___ • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK ----- MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. -- _� • STAIN — TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) ----- (APPLY 2—COATS AS PER MANUFACTURERS RECOMENDATIONS) ___-- • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO - -__ STAINLESS STEEL (VARIFY). • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. — PAINT ALL EXPOSED HARDWARE BLACK. • ELEVATIONS & DIMENSIONS ARE SCHEMATIC—VARIFY ON—SITE ADJUSTMENT MAY BE REQUIRED. • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH - FINAL SELECTION BY OWNER. --__ • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. �E�� PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. - --- --- _ • PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND _ -----___- SIGNED OFF ON BY STRUCTURAL ENGINEER. 0 �� ' IIIIIIIII '!, III111111 DECK FRAMING 2—(2"X6") DECK BEAMS @ EACH POST (299X6") DECK JOIST @ 16" 0. C. (299X699) DECK PLANKS. / DECKING & FASCIA BOARDS — 11 \4.6 GRADE PRESSURE TREATED PIN FLAGSTONE WALKWAY TO BE SELECTED BY MASTER DECK STEPS MATERIAL LAYOUT GRAPHIC SCALE 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. 2 4.1 PLAN DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS = 2—, (2"X, 6") 3 STEP FASCIA BOARDS (2"X 6 2— RISERS @ 6"EA. .5 1 TREADS @ 12 EA. DECKING — PATTERN AS DRAWN (2"X 6") DECK PLANKS (299X 8") FASCIA BOARDS DECKING & FASCIA BOARDS —1 4-.5 GRADE PRESSURE TREATED PINE# DECK LANDING — PATTERN AS DRAWN (2"X 6") DECK PLANKS (2"X 89') FASCIA BOARDS DECKING & FASCIA BOARDS — #1 �.5 GRADE PRESSURE TREATED PINE DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS _ 2—(199X � 6")/_3 STEP FASCIA BOARDS (255X 6 2— TREADS @ 1,,2"EA.\4.cj 3— RISERS @ 6 EA. REVISED MESCRIF -nC>N SATE Zoo - mU ZNU <�i D00 �� 0)Xz Q 0 LL Co U�p ZZ . 00 WI IL 0 W 1• N 0 WRQ IFo� 0YJ W WW IL0J QOZ N�0 0 Z00U QrQ JNA E-11 :z) W w wW waw �E�� �w L w a W EI W � � Fill w V V1 wo A Fr-�1 W • ORAWM BY: D.J.L. CHECKED BY: G.J.L. .JOB NUMBER: 1_72002 -LS SHEET NO. LS 4.5A OATS: OB/1B/17 MASTERS_ITE_PLAN N �Niz— 7Z— F 'G, \u J N Iv- �I a I L ,v=- I- r / 1 KITCHEN LIGHTING KEY: CONTRACTOR'S NOTES: SEE SHT.#LS-7 SERIES FOR LIGHTING DETAILS. FIXTURES PROVIDED BY "UNIQUE LIGHTING SYSTEMS". PROVIDE CUT -SHEET FOR FINAL SELECTION. • DIMENSIONED MATERIAL LAYOUT PLAN SHOWS DECKING LAYOUT, FIXTURE WATTAGE MAY VARY WITH FINAL SELECTION. DIRECTION AND PATTERN; HOWEVER DECKING STYLE AND PATTERN MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION AND SYMBOL FIXTURE MANUFACTURER SPECIFICATION. • DIMENSIONS ON SITE ARE TO THE OUTSIDE EDGE UNIQUE LIGHTING SYSTEMS OF THE PROGRAM ELEMENT TO BE LAID OUT. 1771 EXTERIOR AUTOMATIC TIMER • CONTRACTOR IS TO VARIFY ALL DIMENSIONS AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES UNIQUE LIGHTING SYSTEMS PRIOR TO CONSTRUCTION - IN WRITING LOW SPREADING WALKWAY LIGHTS • FINAL STAKING & LAYOUT IS TO BE APPROVED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO UNIQUE LIGHTING SYSTEMS CONSTRUCTION. RECESSED STEP LIGHTS DETAIL KEY : UNIQUE LIGHTING SYSTEMS MATERIAL LABLE BENCH MOUNTED DOWN LIGHT DETAIL NUMBER INTER -LOCKING PAVERS ON SAND 4 DETAIL KEY OUTLETS WATER -PROOF OUTLET ` z • • DOUBLE OUTLET (WATER PROOF) SHEET NUMBER LEADER LINE �' — SECTION / ELEVATION REFERENCE POINTS • COORDINATE DIMENSION LAYOUT PLAN WITH CONST- RUCTION DETAILS -SECTION / ELEVATIONS RESIDEvC'E LOT s F.F.E. 20.74 LIVING LAYOUT KEY: GRADING KEY: DIRECTION AND PITCH OF PAVEMENT T.W. TOP OF WALL + SPOT ELEVATION - - CENTERLINE B.W. BOTTOM OF WALL 10.30 HP CB 6.46 HIGH POINT ELEVATION �f CATCH BASIN (12"X 12")SQ. PVC (7.52) EXISTING ELEVATION BASELINE SCHED. 40 PVC DRAIN PIPE 6"DI. > (SIZE AS SHOWN) 25 EXISTING CONTOUR P.O.B. ���� RETAINING WALL DRAINAGE: `,_i POINT OF BEGINNING 4"DI. 4"DI. A.D.S. CORRUGATED DRAIN PIPE WITH FILTER SOCK AND #57 251 PROPOSED CONTOUR STONE BACK -FILL ommwomom POOL DECK DRAIN DIMENSION LINE DRAIN CHANNEL 4"CHANNEL DRAIN WITH OPEN TILE JOINT DETAIL • GRADE SITE TO A TOLLERANCE OF +/- 2" OF THE CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS. 10'-0" • ALL FINISHED GRADES ARE TO BE SMOOTH AND CONTINUOUS IN APPEARANCE. • ALL MOUNDING AND FINISHED GRADES ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT. • PITCH PAVEMENT TO MAINTAIN POSITIVE DRAINAGE @ DES - RADIUS PIONT IGNATED SLOPE AND DIRECTION R=8'-0" • ALL FINISHED FLOOR ELEVATIONS FOR THE HOUSE AND GARAGE n HAVE BEEN SET BY OTHERS. • ALL FINISHED CATCH BASIN ELEVATIONS ARE SUBJECT TO CHANGE AND MAY REQUIRE ON` STIE ADJUSTMENT. CONTRACTOR'S NOTES: • ALL DECK FUST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE PRESSURE TREATED PINE. • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. • STAIN - TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) (APPLY 2 -COATS AS PER MANUFACTURERS RECOMENDATIONS) • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO STAINLESS STEEL (VARIFY). • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. - PAINT ALL EXPOSED HARDWARE BLACK. • ELEVATIONS & DIMENSIONS ARE SCHEMATIC -VARIFY ON-SITE ADJUSTMENT MAY BE REQUIRED. • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION BY OWNER. • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS • PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND SIGNED OFF ON BY STRUCTURAL ENGINEER. NATURAL ACCENT BOULDERS TO BE SELECTED BY OWNER 3 4.1 DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS — 2-0"X 6" STEP FASCIA BOARDS — 1"X 6" 3 2— RISERS @ 6"EA. 4.6 1 TREADS @ 12 'EA. DECKING — PATTERN AS DRAWN (2"X 6") DECK PLANKS (2"X 8" FASCIA BOARDS 1 DECKING & FASCIA BOARDS1 4.6 GRADE PRESSURE TREATED PINE# DECK FRAMING — SEE FRAMING PLANS 4"X 4") POST AS LOCATED —(2"X6") DECK BEAMS @ EACH POST (2"X6") DECK JOIST @ 16" O.C. (25'X6") DECK PLANKS. /_1 FLAGSTONE WALKWAY TO BE SELECTED BY M. OWNER 2 \4-_i DECK LANDING — PATTERN AS DRAWN (2"X 6") DECK PLANKS (2"X 8") FASCIA BOARDS 1 DECKING & FASCIA BOARDS #1 4.6 GRADE PRESSURE TREATED PINE DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS — 2—(299X 699) STEP FASCIA BOARDS — 2"X 6" 3 2— TREADS @ 12 EA. 4.6 3— RISERS @ 6"EA. HASTER DECK PL-,.*,--L\T 9 \\' �� �•) GRAPHIC SCALE 0 2 4 8 16 ( IN FEET ) 1 inch = 4 ft. REVISEO DESCRIPTION C>ATE DRAWN BY: CHECKEO BY: G....1.L_ ,JOB NUMBER: 172002 -LS SHEET NO. LS -4 OATS: OB/1B/17 � Q � � w C''J DRAWN BY: CHECKEO BY: G....1.L_ ,JOB NUMBER: 172002 -LS SHEET NO. LS -4 OATS: OB/1B/17 1 15) Ll ENV SITE PLAN _0 all Ln 69 -0" �9—®99 9 01 Ln CONTRACTORS NOTES: W, • ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE �P PRESSURE TREATED PINE. -- �_ • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK -- ----- MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. • STAIN — TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) -- moo (APPLY 2—COATS AS PER MANUFACTURERS RECOMENDATIONS) --- • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO - - STAINLESS STEEL (VARIFY). • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. — PAINT ALL EXPOSED HARDWARE BLACK. • ELEVATIONS & DIMENSIONS ARE SCHEMATIC—VARIFY ON—SITE ADJUSTMENT MAY BE REQUIRED. • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION BY OWNER. -----_ • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. — -—------ ---- PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. -------------- -- • PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND _-_ SIGNED OFF ON BY STRUCTURAL ENGINEER. 01 Ln MASTER DECK STEPS PLAN DIMENSIONED LAYOUT 2 GRAPHIC SCALE 2 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. REVISEO r->E6"CL'RIPT70N C>A-M Zoo N oo �d ZN0 �z �o0 KWh (oxz 0u. w 0"0 z . 00 WIL 0 W 1� cl � N 0 WRQ BYO W QQ� WOW �QJ Q9i 0)>0 000) QIDQ JNA DRAWN BY: C__.J_I _ CHECKEO BY: G_.J.L. JOB NUMBER: '1 -72002 -LS SHEET NO. LS 4.50 OATS: 02/2B/lB L W, Ld U�4 �P O � C) Ld LACK moo U MASTER DECK STEPS PLAN DIMENSIONED LAYOUT 2 GRAPHIC SCALE 2 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. REVISEO r->E6"CL'RIPT70N C>A-M Zoo N oo �d ZN0 �z �o0 KWh (oxz 0u. w 0"0 z . 00 WIL 0 W 1� cl � N 0 WRQ BYO W QQ� WOW �QJ Q9i 0)>0 000) QIDQ JNA DRAWN BY: C__.J_I _ CHECKEO BY: G_.J.L. JOB NUMBER: '1 -72002 -LS SHEET NO. LS 4.50 OATS: 02/2B/lB c� U�4 �P O � MASTER DECK STEPS PLAN DIMENSIONED LAYOUT 2 GRAPHIC SCALE 2 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. REVISEO r->E6"CL'RIPT70N C>A-M Zoo N oo �d ZN0 �z �o0 KWh (oxz 0u. w 0"0 z . 00 WIL 0 W 1� cl � N 0 WRQ BYO W QQ� WOW �QJ Q9i 0)>0 000) QIDQ JNA DRAWN BY: C__.J_I _ CHECKEO BY: G_.J.L. JOB NUMBER: '1 -72002 -LS SHEET NO. LS 4.50 OATS: 02/2B/lB aevisEo LTTE SITE � CONTRACTOR'S NOTES: � •ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE PRESSURE TREATED PINE. - LC- - • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. 7!0i N�•STAIN — TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) ff(APPLY 2—COATS AS PER MANUFACTURER'S RECOMENDATIONS) Z� �C-0 �. � ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO UJ Fou STAINLESS STEEL (VARIFY). �ow •ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON _ ZQp STRONG TIE" OR EQUAL. — PAINT ALL EXPOSED HARDWARE BLACK. ��w 0 � • ELEVATIONS & DIMENSIONS ARE SCHEMATIC—VARIFY � Q03 ON—SITE ADJUSTMENT MAY BE REQUIRE. I 0)1� Q � •ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION BY OWNER. —� �— •PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. -- _ PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. v •PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND % -- SIGNED OFF ON BY STRUCTURAL ENGINI ER. W00Qa NATURAL ACCENT BOULDERS UJ TO BE SELECTED BY OWNER 3 W QaLL O W0. OW Z J 0 0 z - — --------------- 0)>O z 0 cc 0 Ln J 11 z1 � DECK FRAMING A k'� 2—(2"X6") DECK BEAMS @ EACH POST (2"X6") DECK JOIST @ 16" O.C. (2"X6") DECK PLANKS. 1 -- -- DECKING & FASCIA BOARDS — 1 4. �j � � GRADE PRESSURE TREATED PIN III p 0 Ek � FLAGSTONE WALKWAY � TO BE SELECTED BY 2 4.1 MASTER DECK PLAN MATERIAL LAYOUT NORTH SCALE 1/2 9 GRAPHIC SCALE ------- ( IN FEET -� -- � - ----"- - 2 ft. 00 44 (:L4 Q. L----------- F � DECK STEPS — PATTERN AS DRAWN W � STEP TREADS BOARDS — 2—(2 X 6" E -a � STEP FASCIA BOARDS — 2"X 6" � 3 C/� 2— RISERS @ 6"EA. 4.6 1 TREADS @ 12"EA. � \ I � DECKING — PATTERN AS DRAWN (2"X 69') DECK PLANKS 2"X 8") FASCIA BOARDS 1 DECKING & FASCIA BOARDS 1 4. J6GRADE PRESSURE TREATED PIN DRAWN BY: CHECKED BY; G.J.L. F DECK LANDING — PATTERN AS DRAWN 0 0 � 0008�0�00 (2"X 6") DECK PLANKS JOB 002-BSR: (� (2"X 8" FASCIA BOARDS �� - - - DECKING & FASCIA BOARDS — 1 4.6 GRADE PRESSURE TREATED PIN SHEET NO. - DECK STEPS — PATTERN AS DRAWN i STEP FASCIA BOARDS — 229'X STEP TREADS BOARDS l 6' 6 � 3 LS 2— TREADS @ 1 �"EA. \4.64.5B3— RISERS @ 6' EA.- DA -FE: MASTER, -DECK PLAN ��� CONTRACTOR'S NOTES: !�P -% • ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE —__ �P PRESSURE TREATED PINE. -- ----- �_ • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK - MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. • STAIN — TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) - - (APPLY 2—COATS AS PER MANUFACTURERS RECOMENDATIONS) ---- • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO -- - STAINLESS STEEL (VARIFY). • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. — PAINT ALL EXPOSED HARDWARE BLACK. • ELEVATIONS & DIMENSIONS ARE SCHEMATIC—VARIFY ON—SITE ADJUSTMENT MAY BE REQUIRED. • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH --- - - FINAL SELECTION BY OWNER. -- _ • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. ®4 _ -- PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. .13 ----- • PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND --- SIGNED OFF ON BY STRUCTURAL ENGINEER. 0 I STEPS / DECK 69—®99 49 —®99 STEPS IIHI �1 STEPS 2 -TREADS @ 12" EA. 3 -RISERS @ 6" EA. BASELINE LOCATE BASELINE OFF OF SOUTHEAST CORNER OF HOME DECK STEPS - PATTERN AS DRAWN STEP TREADS BOARDS - 23 !, (2 X, 6 ) STEP FASCIA BOARDS - 2 X 6 2- TREADS @ 12"EA. 4.5E 3- RISERS @ 619EA. DECK FRAMING DECK POST -"X 4" POST WITH 2-(2"X6") DEC4 BEAM @ EACH POST (2"X69') DECK JOIST @ 16" O.C. (2"X69') DECK PLANKS. (2"X8") DECK FACIA BOARDS DECKING & FASCIA BOARDS - 1 4.5E GRADE PRESSURE TREATED PIN MASTER DECK STEPS PLAN POST & BEAM LAYOUT NORT111- SCALE 1�2" i9—Q„ Z GRAPHIC SCALE 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. REVISED DESCRIPTION I MATE Zoo Oo 0 ZNU ,_1i �0w Dv- Nxz 0IL U�,p ZZ . 00 W� 0 1.1..1 r, W N 0 �QD BYO W QQLL Wow �Zj Q_Z> 0 >0 Qr.Q JNA DRAWN BY: CHECKED BY: G..J_L_ JOB NUMBER: '1_72002 -LS SHEET NO. LS 4.5C DATE: 02/2B/1B ifa !�P �j U �P BASELINE LOCATE BASELINE OFF OF SOUTHEAST CORNER OF HOME DECK STEPS - PATTERN AS DRAWN STEP TREADS BOARDS - 23 !, (2 X, 6 ) STEP FASCIA BOARDS - 2 X 6 2- TREADS @ 12"EA. 4.5E 3- RISERS @ 619EA. DECK FRAMING DECK POST -"X 4" POST WITH 2-(2"X6") DEC4 BEAM @ EACH POST (2"X69') DECK JOIST @ 16" O.C. (2"X69') DECK PLANKS. (2"X8") DECK FACIA BOARDS DECKING & FASCIA BOARDS - 1 4.5E GRADE PRESSURE TREATED PIN MASTER DECK STEPS PLAN POST & BEAM LAYOUT NORT111- SCALE 1�2" i9—Q„ Z GRAPHIC SCALE 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. REVISED DESCRIPTION I MATE Zoo Oo 0 ZNU ,_1i �0w Dv- Nxz 0IL U�,p ZZ . 00 W� 0 1.1..1 r, W N 0 �QD BYO W QQLL Wow �Zj Q_Z> 0 >0 Qr.Q JNA DRAWN BY: CHECKED BY: G..J_L_ JOB NUMBER: '1_72002 -LS SHEET NO. LS 4.5C DATE: 02/2B/1B 0 Ln 9 6' ®O" 49 ®99 �o 9 Ln CONTRACTOR'S DOTES • ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE PRESSURE TREATED PINE. Cn • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. C w Cn CLd� (APPLY 2—COATS AS PER MANUFACTURER'S RECOMENDATIONS) • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO �o STAINLESS STEEL (VARIFY). 0 Cn N • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON �o 9 Ln —--- SIGNED OFF ON BY STRUCTURAL ENGINEER. _00 NI 2 .TIZ_ �rcrF rr�'�=—r'= n. GRAPHIC SCALE 0 1 2 4 ( IN FEET ) 1 inch = 2 ft. 8 REVISED DESCRIPTION DATE f -s 700 Co Co N ZNZ qI �01w Coz _ x 0 a0 o iu 0 903 W�3 0 W 1- N N 0 WRQ IHo� TYO W0ui �zJ Qd> Z zCD U JN7 CONTRACTOR'S DOTES • ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE PRESSURE TREATED PINE. • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. • STAIN — TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) (APPLY 2—COATS AS PER MANUFACTURER'S RECOMENDATIONS) • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO ____ —'— STAINLESS STEEL (VARIFY). • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. — PAINT ALL EXPOSED HARDWARE BLACK. • ELEVATIONS & DIMENSIONS ARE SCHEMATIC —VARIFY � ON—SITE ADJUSTMENT MAY BE REQUIRED. Q • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION BY OWNER. • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. • PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND —--- SIGNED OFF ON BY STRUCTURAL ENGINEER. _00 NI 2 .TIZ_ �rcrF rr�'�=—r'= n. GRAPHIC SCALE 0 1 2 4 ( IN FEET ) 1 inch = 2 ft. 8 REVISED DESCRIPTION DATE f -s 700 Co Co N ZNZ qI �01w Coz _ x 0 a0 o iu 0 903 W�3 0 W 1- N N 0 WRQ IHo� TYO W0ui �zJ Qd> Z zCD U JN7 DRAWN BY: CHECKED BY: G.J.L. JOB NUMBER: 172002 -LS SHEET NO. L�t—.-k 4.5C DATE: OB/1B/17 r � Q DRAWN BY: CHECKED BY: G.J.L. JOB NUMBER: 172002 -LS SHEET NO. L�t—.-k 4.5C DATE: OB/1B/17 ER DECK PLAN CONTRACTOR S NOTES: �.z ��" • ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE PRESSURE TREATED PINE. W -^---- -- _� • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK � ---- _� MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. __ • STAIN - TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) --- (APPLY 2 -COATS AS PER MANUFACTURER'S RECOMENDATIONS) ------------ ----- - - • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO Q - STAINLESS STEEL (VARIFY). O --� • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. - PAINT ALL EXPOSED HARDWARE BLACK. W • ELEVATIONS & DIMENSIONS ARE SCHEMATIC-VARIFY U � ON-SITE ADJUSTMENT MAY BE REQUIRED. • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE ---- Q WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH --_-- —___ - FINAL SELECTION BY OWNER. --- -__ • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. „ _ PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. --- ___ • PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND -- - SIGNED OFF ON BY STRUCTURAL ENGINEER. a W� DECK .34" .34 34 69-099 49 —099 III STEPS 2 -TREADS @ 12" EA. 3 -RISERS @ 6" EA. -1i 'DECK o 0 STEPS 2 -TREADS @ 1 2" EA. 3 -RISERS @ 6" EA. ^ Lo P.O. B. MASTER DECK STEPS PLAN DECK JOIST LAYOUT (o GRAPHIC SCALE 2 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. BASELINE LOCATE BASELINE OFF OF SOUTHEAST CORNER OF HOME DECK STEPS - PATTERN AS DR „ AWN STEP TREADS BOARDS - 2-, (2 X9) 6 )/3 STEP FASCIA BOARDS - 2 X 6 2- TREADS @ 1,2"EA. 4.5 E 3- RISERS @ 6 EA. DECK FRAMING DECK POST -"X 4" POST WITH 2-(299X699) DEC4 BEAM @ EACH POST (2"X699) DECK JOIST @ 16" O.C. (2"X6") DECK PLANKS. (2"X8") DECK FACIA BOARDS DECKING & FASCIA BOARDS - 11 4.5E GRADE PRESSURE TREATED PIN 2"X 699) @16" O.C. STRUCTURAL DECK JOIST (29'X 89') LEDGER BOARD TTATCH DECK JOIST WITH STAINLESS STEEL 4.5E GIST HANGER (16" O.C. MAX.) TO (299X 899) EDGER BOARD LAGGED INTO HOME MASONRY WALL POISTS AND LEDGERS - #1 PRESSURE TREATED PINE REVISED r>ESCRIPTION C>ATM Zoo Co0) Oo m ZNZ ,. qI �xz 0Lw U,,p ZZ . 00 WL 0 W 1• � N U3� WRQ 000 � W W W Loj Q0> z p00) Y Q CD 0 JNA E-4 �.z c P4 W o � � ^ Lo P.O. B. MASTER DECK STEPS PLAN DECK JOIST LAYOUT (o GRAPHIC SCALE 2 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. BASELINE LOCATE BASELINE OFF OF SOUTHEAST CORNER OF HOME DECK STEPS - PATTERN AS DR „ AWN STEP TREADS BOARDS - 2-, (2 X9) 6 )/3 STEP FASCIA BOARDS - 2 X 6 2- TREADS @ 1,2"EA. 4.5 E 3- RISERS @ 6 EA. DECK FRAMING DECK POST -"X 4" POST WITH 2-(299X699) DEC4 BEAM @ EACH POST (2"X699) DECK JOIST @ 16" O.C. (2"X6") DECK PLANKS. (2"X8") DECK FACIA BOARDS DECKING & FASCIA BOARDS - 11 4.5E GRADE PRESSURE TREATED PIN 2"X 699) @16" O.C. STRUCTURAL DECK JOIST (29'X 89') LEDGER BOARD TTATCH DECK JOIST WITH STAINLESS STEEL 4.5E GIST HANGER (16" O.C. MAX.) TO (299X 899) EDGER BOARD LAGGED INTO HOME MASONRY WALL POISTS AND LEDGERS - #1 PRESSURE TREATED PINE REVISED r>ESCRIPTION C>ATM Zoo Co0) Oo m ZNZ ,. qI �xz 0Lw U,,p ZZ . 00 WL 0 W 1• � N U3� WRQ 000 � W W W Loj Q0> z p00) Y Q CD 0 JNA E-4 o W � E-4 Q O � � W U � Q w � 0 w a W� 0-4 xw wo A � W � E-4 DRAWN BY: E7.J.L. CHECKED BY: G.J.L. JOB NUMBER: 1_72002 -LS SHEET NO. LS 4.5E> DATE: 02/2B/'IB I ILIA I WN c� 6'®0" 4�®0�� RUM DECK 4' ®0" 17'-6" 4' ®0" TY P.1 4'_0" I I I I � II II I BECK STEPS 2 -TREADS @ 1'2" EA. 3 -RISERS @ 6 A. PORCH F F E 2 C) 2 5 STEPS 2 -TREADS @ 12" EA. 3 -RISERS @ 6" A. Ln CONTRACTOR'S NOTES. 0 ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE PRESSURE TREATED PINE. • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. �-- • STAIN — TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) --- (APPLY 2—COATS AS PER MANUFACTURERS RECOMENDATIONS) • ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO STAINLESS STEEL (VARIFY). • ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. — PAINT ALL EXPOSED HARDWARE BLACK. • ELEVATIONS & DIMENSIONS ARE SCHEMATIC —VARIFY ON—SITE ADJUSTMENT MAY BE REQUIRED. • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION BY OWNER. • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. • PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND -_ --- -- SIGNED OFF ON BY STRUCTURAL ENGINEER. 00 o P.O. B. Ln DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS — 2—(2 "X, 6") STEP FASCIA BOARDS —(299X 63 2— TREADS @ 1,2"EA. \4.161 3— RISERS @ 6 EA. DECK FRAMING DECK POST — 4"X 4" POST WITH 2—(2"X6") DECK BEAM @ EACH POST (2"X6") DECK JOIST @ 16" 0. C. (2"X6") DECK PLANKS. (2"X8") DECK FACIA BOARDS DECKING & FASCIA BOARDS —1 GRADE PRESSURE TREATED PIN 1 \4.6 MASTER DECK PLAN POST & BEAM LAYOUT NORTH scaiE 11 99 GRAPHIC SCALE 2 0 1 2 4 8 ( IN FEET ) 1 inch = 2 ft. REVISED DESCRIPTION c>ATE r Z00 � ao a0i ZNU Qui �xz 0 U. USW 0 X03 NI1 WIL 0 W 1• c� (� N CClq U3 WQQ IFS BYO W QaW W 0 ui ILZJ 055 Z 000) Y Q f- JN� BRAWN BY: �.,J.L. CHECKED BY: JOB NUMBER: 1_72002 -LS SHEET NO. LS 14'el-5 L:> DATE: l T� 2 Q w� w w � w BRAWN BY: �.,J.L. CHECKED BY: JOB NUMBER: 1_72002 -LS SHEET NO. LS 14'el-5 L:> DATE: HECK - SECTION 7 i w W00) � .SECTION ''-DEC 2 ELEVATION 0 0 STEPS DETAIL CUT -LINE SEE PLAN FOR DECK LAYOUT 0 0 0 0 � ELEVATION -BLOW-UP ff = 1 - 0 Dun _01[1101 0 DETAIL CUT -LINE SEE PLAN FOR DECK LAYOUT Fra 0 I N STEPS 0 0 � ELEVATION BLOW-UP 1 �" X 6") DECK BEAM - DOUBLE UP ON BOTH SIDES OF OST - SEE FRAMING PLAN FOR POST & BEAM LAYOUT (2"X 699) STRUCTURAL JOIST @ 16"O.C. — ATTACH DECK JOIST WITH STAINLESS STEEL JOIST HANGER SEE DECK FRAMING PLAN FOR JOIST LAYOUT �299X 6",) DECK PLANKS — SEE DECK FRAMING PLAN OR DECKING PATTERN LAYOUT 299X 8'5 DECK FASCIA BOARD — SEE DECK FRAMING 1 LAN FUR FASCIA BOARD LAYOUT 4.5E 4"X 499) DECK & BENCH POST — SEE DECK 2 RAMING PLAN FOR POST LAYOUT 4.5E 6" SPECIFIED STEPPING STONES (BY OWNER) WITH GRASS OR MONDO GRASS JOINTS dPl T��sl RdSl = z—(2„�csb,� STEP FASCIA BOARDS - (2"X 6') 3- RISERS @ 6"EA. 2- TREADS @ 12"EA. 2 �OSTS X 6" STEP JOIST — SET ON BOTH SIDES OF (4"X 4"�QUALLY SPACED ATTATCH STEP STRINGERS WITH STAINLESS STEEL JOIST HANGER 4.5E (16" O.C. MAX.) 3 4.1 499X 499) DECK & BENCH POST — SEE DECK RAMING PLAN FOR POST LAYOUT �29'X 69') DECK BEAM - DOUBLE UP ON BOTH SIDES OF OST - SEE FRAMING PLAN FOR POST & BEAM LAYOUT SPECIFIED PLANTING - BY OWNER SEE PLANTING LAYOUT PLAN O 1 4.5E c wi L0 LJ OSI 1 i --(-2 9 CKIA BE3�R �ll�Ai`�tJ �� �E�k� f�f�AMI-NG III (299X 859) STRUCTURAL JOIST @ 169"O.C. — ATTACH DECK JOIST WITH STAINLESS STEEL JOIST HANGER SEE DECK FRAMING PLAN FOR JOIST LAYOUT 2"X 6" DECK PLANKS — SEE DECK FRAMING PLAN OR DECKING PATTERN LAYOUT 1 4.5E AA' REVISED C>ESCRIPTION DATE i� z 0 _ �w o � ELEVATION BLOW-UP 1 �" X 6") DECK BEAM - DOUBLE UP ON BOTH SIDES OF OST - SEE FRAMING PLAN FOR POST & BEAM LAYOUT (2"X 699) STRUCTURAL JOIST @ 16"O.C. — ATTACH DECK JOIST WITH STAINLESS STEEL JOIST HANGER SEE DECK FRAMING PLAN FOR JOIST LAYOUT �299X 6",) DECK PLANKS — SEE DECK FRAMING PLAN OR DECKING PATTERN LAYOUT 299X 8'5 DECK FASCIA BOARD — SEE DECK FRAMING 1 LAN FUR FASCIA BOARD LAYOUT 4.5E 4"X 499) DECK & BENCH POST — SEE DECK 2 RAMING PLAN FOR POST LAYOUT 4.5E 6" SPECIFIED STEPPING STONES (BY OWNER) WITH GRASS OR MONDO GRASS JOINTS dPl T��sl RdSl = z—(2„�csb,� STEP FASCIA BOARDS - (2"X 6') 3- RISERS @ 6"EA. 2- TREADS @ 12"EA. 2 �OSTS X 6" STEP JOIST — SET ON BOTH SIDES OF (4"X 4"�QUALLY SPACED ATTATCH STEP STRINGERS WITH STAINLESS STEEL JOIST HANGER 4.5E (16" O.C. MAX.) 3 4.1 499X 499) DECK & BENCH POST — SEE DECK RAMING PLAN FOR POST LAYOUT �29'X 69') DECK BEAM - DOUBLE UP ON BOTH SIDES OF OST - SEE FRAMING PLAN FOR POST & BEAM LAYOUT SPECIFIED PLANTING - BY OWNER SEE PLANTING LAYOUT PLAN O 1 4.5E c wi L0 LJ OSI 1 i --(-2 9 CKIA BE3�R �ll�Ai`�tJ �� �E�k� f�f�AMI-NG III (299X 859) STRUCTURAL JOIST @ 169"O.C. — ATTACH DECK JOIST WITH STAINLESS STEEL JOIST HANGER SEE DECK FRAMING PLAN FOR JOIST LAYOUT 2"X 6" DECK PLANKS — SEE DECK FRAMING PLAN OR DECKING PATTERN LAYOUT 1 4.5E AA' REVISED C>ESCRIPTION DATE i� z 0 �w wZ W oW A w� W[��o �U�ww x H� � � O x� w� A O O [DRAWN 8Y: CHECKED 8Y: G.J.L. J08 NUMBER: 172002 -LS SHEET NO. LS 4. 5 F= DATE: 02/28/'18 ofi O�i'�� i N Y 1.21-6„ t Clio STEPS 2—TREADS @ 12 EA. 3—RISERS @ 6" EA. PORCH FeFoE@ 20o25 STEPS 2—TREADS @ 1299 EA. 3—RISERS @ 699 EA. 9 z N � P.O.B. ���. II IIIII III CONTRACTOR'S NOTES.- OTES:• * ALL DECK POST, BEAMS, JOISTS, & DECKING TO BE #1 GRADE PRESSURE TREATED PINE. • "IPE" BRAZILIAN HARDWOOD DECKING @ 5/4" THICK MAY PROVIDE A POSSIBLE OPTION FOR DECK PLANKS. • STAIN — TO BE COMPATABLE WITH HOUSE (SELECTED BY OWNER) (APPLY 2—COATS AS PER MANUFACTURER'S RECOMENDATIONS) •ALL HARDWARE NAILS & FASTENERS USED IN CONSTRUCTION ARE TO STAINLESS STEEL (VARIFY). � •ALL DECK MEMBERS ARE TO BE ATTATCHED TO CODE "SIMPSON STRONG TIE" OR EQUAL. — PAINT ALL EXPOSED HARDWARE BLACK. • ELEVATIONS & DIMENSIONS ARE SCHEMATIC—VARIFY ON—SITE ADJUSTMENT MAY BE REQUIRED. • ALL MATERIALS AND FINISHES ARE TO BE COMPATABLE WTIH HOUSE AND MAY BE SUBJECT TO CHANGE WITH FINAL SELECTION BY OWNER. • PLANS AND DETAILS ARE TO COMPLY WITH ATLANTIC BEACH CODES. PLANS AND DETAILS ARE TO COMPLY WITH D.E.P. CODES & SETBACKS. •PLANS AND DETAILS ARE TO BE REVIEWED AND APPROVED AND SIGNED OFF ON BY STRUCTURAL ENGINEER. Ln MASTER DECK PLAN J__0­l_S_T LAYOUT GRAPHIC SCALE 2 0 1 2 4 ( IN FEET) 1 inch = 2 ft. BASELINE LOCATE BASELINE OFF OF SOUTHEAST CORNER OF HOME DECK STEPS — PATTERN AS DRAWN STEP TREADS BOARDS — 2—, (2"x, 699) / 3 STEP FASCIA BOARDS — 2 X 6 2— TREADS @ 12"EA.4.6 3— RISERS @ 6,EA. DECK FRAMING DECK POST — 499X 499 POST WITH 2—(2"X6") DEC BEAM @ EACH POST (2"X6") DECK JOIST @ 16 O.C. (215X6") DECK PLANKS. (2"X8") DECK FACIA BOARDS DECKING & FASCIA BOARDS — 11 4.6 GRADE PRESSURE TREATED PIN (2"X 6") @16" O.C. STRUCTURAL DECK JOIST (2"X 89'LEDGER BOARD ATTATCH DECK JOIST WITH STAINLESS „STEEL JOIST HANGER (16 O.C. MAX.) TO (2 X 8 )@ 6 \4@6 LEDGER BOARD LAGGED INTO HOME MASONRY WALL JOISTS AND LEDGERS — #1 PRESSURE TREATED PINE a REVISED DESCRIPTION COATS Zoo Oo 0 ZNU �g <qI NXZ W U�,p 0 03 W�3 0 W 1• � N 0 WRQ B YO W QQ� WSW L Q�> Z o�Q Y 400 JNA DRAWN BY: CHECKED BY: G.I.J.1 . JOB NUMBER: 1_72002 -LS SHEET NO. LS 4.5F= DATE: 08/18/1 w4 4 w � � w w � w � DRAWN BY: CHECKED BY: G.I.J.1 . JOB NUMBER: 1_72002 -LS SHEET NO. LS 4.5F= DATE: 08/18/1 DECK - SECTION �m fl r o 0 N W 0 0 D� �� u B�N � H�-- TEPS "� �IC� ���L�Nc � TP�55 1 1/2 �CE °7]N 0 01 D Eu'o 1 0 N 1 1/2 V- o K &� I �E Nu`/ HELEVATION BLOW—lip H+ 17" �2"X 6") DECK BEAM — DOUBLE UP ON BOTH SIDES OF OST — SEE FRAMING PLAN FOR POST & BEAM LAYOUT (2"X 699) STRUCTURAL JOIST @ 16"O.C. — ATTACH DECK JOIST WITH STAINLESS STEEL JOIST HANGER SEE DECK FRAMING PLAN FOR JOIST LAYOUT 299X 6",) DECK PLANKS — SEE DECK FRAMING PLAN OR DECKING PATTERN LAYOUT R"X 8") DECK FASCIA BOARD — SEE DECK FRAMING AN FOR FASCIA BOARD LAYOUT 4"X 4") DECK & BENCH POST — SEE DECK RAMING PLAN FOR POST LAYOUT 6 " 6" 18" 6 " SPECIFIED STEPPING STONES (BY OWNER) WITH ZOISIA GRASS OR MONDO GRASS JOINTS 1 4.6 2 4.6 3 4.1 EP TREADS HUARGS = Z—(2"X; STEP FASCIA BOARDS — (2"X 6) 3— RISERS @ 6"EA. 2— TREADS @ 1299EA. 2 99 X 6" STEP JOIST — SET ON BOTH SIDES OF (499X 499) OSTS EQUALLY SPACED H I I " A I UM J 1 trr J 1 KIINULKJ VVI IN ) I AI IN LL-")-') -')I LLL JUIJ I 1-1ANULN (1 6O.C. MAX.) R"X 4") DECK & BENCH POST — SEE DECK AMING PLAN FOR POST LAYOUT �,OST "X 6") DECK BEAM — DOUBLE UP ON BOTH SIDES OF — SEE FRAMING PLAN FOR POST & BEAM LAYOUT SPECIFIED PLANTING — BY OWNER SEE PLANTING LAYOUT PLAN 1 4.6 3 4.6 I 0 0 0 0 o O fly-, co L'i o J ) J Ll i J LO 12 18 1-�-Ail�--idk i IF i Cl I A B 0 1 D i L A -4604i J T i i — i i i — i i , - (2"X 8") STRUCTURAL JOIST @ 16"O.C. — ATTACH DECK JOIST WITH STAINLESS STEEL JOIST HANGER SEE DECK FRAMING PLAN FOR JOIST LAYOUT 2"X 6") DECK PLANKS — SEE DECK FRAMING PLAN 4.6 OR DECKING PATTERN LAYOUT A9 AA' REVISED �E8 nl"c N DATE Zoo �0 Z�U Fri coXz 0iLW U"p ZZ 00 Wa L.l.l 1• (n N 0 WRQ Q IF¢ 000 � W W Qo - W Q�> 0)56 Z0oo Q0Q JNA DRAWN BY: CHECKED BY: JOB NUMBER: 1 -72002 -LS SHEET NO. LS 4.6 DATE: OBl IB/1-7 o� w w � 0 W w� E-� w w � o 0 DRAWN BY: CHECKED BY: JOB NUMBER: 1 -72002 -LS SHEET NO. LS 4.6 DATE: OBl IB/1-7 OPTIONAL 4'HT. DECORATIVE ALUMINUM FENCE PANEL WITH DECORATIVE DETAILS TO COMPLIMENT ARCHITECTURAL LOOK OF HOME DETAILS ARE SUBJECT TO CHANGE WITH FINAL FENCE PANEL SELECTION FRONTAL ELEVATION iNONE NONE me- 1 '10101, i;1 18"HT. INTERLOCKING BLOCK RETAINING WALL - "BELGARD' OPTIONAL ALUMINUM ANG, OR 4 HT. DECORATIVE AL AMON 9D 3 - PIECE THE SOUTH PROPERT LINE - INSTALL PER MANUFACTURE'S SPECIFICATIONS. -18"HT. INTERLOCKING ELOCK RETAINING WALL - "BELGARD", ANCHOR DIAMOND 9D — • STONE � ,COLOR -ST NEY CREEK, RETAINING WALL WITH SPECIFIED CAP - INSTALL STONE CUT, COLOR -STONEY CREEK, RETAINING WALL WITH ECIFICATIONS FOR A STABLE WALL FOUNDATION. PECI ED CAP iii - NSTA TO MANUFACTURER'S SPECIFICATIONS FOR A STABLE WALL FOUNDATION. RD", ANCHOR "HIGHLAND WALL" - COLOR "STONEY CREEK" 1 INTO WALL CAP USING "RED HEAD" ANCHOR PINS INSTALL PER MANUFACTURE'S SPECIFICATIONS. INSTALL WALL ON COMPACTED "CRUSH -CRETE" FOOTER. CK -FILL BEHIND WALL #57 CRUSHED LIME STONE BACKFILL WITH FILTER CLOTH 0 O Z. ~ � PROVIDE 1 -COURSES OF "GEO-GRID" TIE BACK AT 3' BA Q (IF EQUI R ED) Q71W POSSIBLE OPTION"BELGARD", ANCHOR "HIGHLAND WALL" - OLO "ST EY EEK' Q W COMPACTED "CRUSH -CRETE" GRAVEL BASE - INSTALL A CO PAC D TO MANUFACTURER'S SPECIFICATIONS FOR A STABLE LL UND TION NOTES: INTERLOCKING BLOCK WALL - "BELGARD" DIAMOND 9D STONE -CUT 3 - PIECE )7 COLOR - STONEY CREEK WITH SPECIFIED 9 CAP TO MATCH WALL 3 - PIECE POSSIBLE OPTION BELGARD ANCHORHIGHLAND COLOR STONEY CREEK NOTES: ALUMINUM FENCE MOUNTED 0N TOP OF WALL - POSSIBLE OPTION FENCE COMPONENTS ARE TO BE CAST ALUMINUM WITH POWDER COAT FINISH. FENCE DETAILS ARE SCHEMATIC AND SHOULD COMPLIMENT HOME. DETAILS ARE SUBJECT TO CHANGE WITH FINAL FENCE SELECTION. COLOR - BLACK COLOR AND STYLE ARE SUBJECT TO CHANGE WITH FINAL SELECTION. INSTALL FENCING TO MANUFACTURER'S SPECIFICATIONS. INS0 �1 ��'�' 4' —0 4L �a J ,�, 0 0 0 w w 0000° 00 O O 00' 0 0 0 0 O O OO pO 00 O OO 000o ° ° O Opo O .o °oo o 6"TYP i 8'PANEL (TYP.) � e 4 17 O O p°o O O O p 0oO p O°°p° . 0 0 0°0 O 0 p O O O ° 00 0 °o° °° °O O 0 °° °O ° O o 0 p° O°0o° °o° ° ° O°° °° °° �° ° Oo° o 0o° 00 0 �Do° 0 c Q oo0 0° °° °° ° ° 0o °°O O 0o o °o ® O O 0cop°0 °p° ° ° °°p ° O OO 0 OO ° 0 OO ° OO 0 OO °o ° O 0 pO°o��Do ° °°p �OO 0O o �O O p O O0 pp �° °O0° O OO o °°00 0 00 O00 0 00 0 00 0 ° 00 ° OO 0 0 0° 0 0 0°O00 0 o0 °00 cb °00 o ° 0 O 00 0 0 �O° o p &Op 0 O 0 000 6)0 &O° OO0 0 0 90 ° ° 0 p ° °0 p ° ° °O0p0000 0 0o 0 .Op 0 0 0p 0 0 OOo ° 0 0O .O° 0 °0° 00o °O ° 0 ° °00 0���O ° 0 �Oo ° 0 O ° 00 0000.pOp Ooo OO0 00 Q� Lo p O p p 0 p o O o oOO° o p p O OOOp0 o 0 0 CLO 0 040 III i t III I I ( ( I C to OPTIONAL ALUMINUM FENCE: USE 4 HT. DECORATIVE AL MINUM FENCE' PANEL WITO DECORATIVE DETAILS TO COMPLIM NT DETAILS ON NEIGHBORS FENCE ALONG THE SOUTH PROPERT LINE - INSTALL PER MANUFACTURE'S SPECIFICATIONS. -18"HT. INTERLOCKING ELOCK RETAINING WALL - "BELGARD", ANCHOR DIAMOND 9D — • STONE � ,COLOR -ST NEY CREEK, RETAINING WALL WITH SPECIFIED CAP - INSTALL ��00 #A FSA RER S S ECIFICATIONS FOR A STABLE WALL FOUNDATION. INSTALL WALL ON COM ACTED CRUSH -CRETE FOOTER. iii NE BACKFILL WITH FILTER CLOTH tip•. F "GEO-GRID" TIE BACK AT 3' BACK (IF REQUIRED) POSSIBLE OPTION" BELG RD", ANCHOR "HIGHLAND WALL" - COLOR "STONEY CREEK" 1 INTO WALL CAP USING "RED HEAD" ANCHOR PINS INSTALL PER MANUFACTURE'S SPECIFICATIONS. — • FINISHED GRADE - B CK -FILL BEHIND WALL 0 O Z. ~ � O O p°o O O O p 0oO p O°°p° . 0 0 0°0 O 0 p O O O ° 00 0 °o° °° °O O 0 °° °O ° O o 0 p° O°0o° °o° ° ° O°° °° °° �° ° Oo° o 0o° 00 0 �Do° 0 c Q oo0 0° °° °° ° ° 0o °°O O 0o o °o ® O O 0cop°0 °p° ° ° °°p ° O OO 0 OO ° 0 OO ° OO 0 OO °o ° O 0 pO°o��Do ° °°p �OO 0O o �O O p O O0 pp �° °O0° O OO o °°00 0 00 O00 0 00 0 00 0 ° 00 ° OO 0 0 0° 0 0 0°O00 0 o0 °00 cb °00 o ° 0 O 00 0 0 �O° o p &Op 0 O 0 000 6)0 &O° OO0 0 0 90 ° ° 0 p ° °0 p ° ° °O0p0000 0 0o 0 .Op 0 0 0p 0 0 OOo ° 0 0O .O° 0 °0° 00o °O ° 0 ° °00 0���O ° 0 �Oo ° 0 O ° 00 0000.pOp Ooo OO0 00 Q� Lo p O p p 0 p o O o oOO° o p p O OOOp0 o 0 0 CLO 0 040 III i t III I I ( ( I C to • 6" DIAMETER SCHEDULE 40 P.V.C. HARD DRAIN PIPE - TIE INTO CATCH BASINS INSTALL TO MANUFAC URER'S SPECIFICATIONS TO PROVIDE PROPER DRAINAGE SEE DRAINAGE PLAN 3HT. # LS -2.0 FOR STORM DRAINAGE LAYOUT • #57 OPTIONAL ALUMINUM FENCE: USE 4 HT. DECORATIVE AL MINUM FENCE' PANEL WITO DECORATIVE DETAILS TO COMPLIM NT DETAILS ON NEIGHBORS FENCE ALONG THE SOUTH PROPERT LINE - INSTALL PER MANUFACTURE'S SPECIFICATIONS. -18"HT. INTERLOCKING ELOCK RETAINING WALL - "BELGARD", ANCHOR DIAMOND 9D — • STONE � ,COLOR -ST NEY CREEK, RETAINING WALL WITH SPECIFIED CAP - INSTALL ��00 #A FSA RER S S ECIFICATIONS FOR A STABLE WALL FOUNDATION. INSTALL WALL ON COM ACTED CRUSH -CRETE FOOTER. #57 CRUSHED LIME ST NE BACKFILL WITH FILTER CLOTH PROVIDE 1 -COURSES C F "GEO-GRID" TIE BACK AT 3' BACK (IF REQUIRED) POSSIBLE OPTION" BELG RD", ANCHOR "HIGHLAND WALL" - COLOR "STONEY CREEK" ANCHOR FENCE POST INTO WALL CAP USING "RED HEAD" ANCHOR PINS INSTALL PER MANUFACTURE'S SPECIFICATIONS. — • FINISHED GRADE - B CK -FILL BEHIND WALL • 6" DIAMETER SCHEDULE 40 P.V.C. HARD DRAIN PIPE - TIE INTO CATCH BASINS INSTALL TO MANUFAC URER'S SPECIFICATIONS TO PROVIDE PROPER DRAINAGE SEE DRAINAGE PLAN 3HT. # LS -2.0 FOR STORM DRAINAGE LAYOUT • #57 CRUSHED LIME TONE BACKFILL (12"- 18" WIDTH) WITH 6"DIAMETER DRAIN PIPE - USE CLEAN AND WEL -DRAINED GRAVEL WITH FILTER CLOTH TO CONTAIN FOR DRAINAGE. INSTALL TO MANUFAC URER'S SPECIFICATIONS TO INSURE PROPER DRAINAGE. *COMPACTED "CRUSH -C ETE" GRAVEL BASE - INSTALLED AND COMPACTED TO MANUFACTURER'S S ECIFICATIONS FOR A STABLE WALL FOUNDATION 12 \RE1'AINING tiV.4LL — INTERLOCKING BLOCK DE r rAILED SECTIQN__ltitiITH OPTIONAL ALLi�1INL11�I I'ENCD E'I'�1L LS -4.6/ SCALE 1 1/2„ = 1,— 0., - — - — 4 9 O'� 6 71 12" REVISED 7�� CAE6PC*VP-nc>N ClATE z0 0� �CD00 ZnNZ �I 0)W z<o 0iL0) U�w Zw0 00 Wa W 1• 0 N WRQU3" Q �YO Q LL W Q 0 W w aQJ J z_ Q U 0 > _z _o 0 0 ZY CU Qr Q J rN � ORAWN BY: C7..J .1 CHECKEO BY: G.J_L_ JOB NUMBER: 172002 -LS SHEET NO. LS 4.7 GATE: OB/'IB/17 s� V 1 O w � w � 0 O ~ � Q E O Q71W Q W GQ W � � O E-+ W ORAWN BY: C7..J .1 CHECKEO BY: G.J_L_ JOB NUMBER: 172002 -LS SHEET NO. LS 4.7 GATE: OB/'IB/17 SECTION I- LEVATION FINISHED GRADE 0 w W .� W oCp c o 6' HT. SHADOWBOX FENCE WITH RAIL AND PICKET DETAIL TO PROVIDE PRIVACY (2"X 6") CAP WITH 2—(2"X 4") FRAME BOARDS ON EACH SIDE (6"X 6")SQ. FENCE POST WITH DECORATIVE CAP DETAIL 2"X 4") FENCE PANEL RAILS — EQUALLY SPACED 4" ., FENCE COMPONENTS ARE TO BE A O COMPOSITE PROVIDED BY "BORAL". COLOR — STAIN TO MATCH SHINGLES OR TRIM ON HOME. COLOR AND STYLE ARE SUBJECT TO CHANGE WITH FINAL SELECTION. INSTALL FENCE TO MANUFACTURER'S SPECIFICATIONS. cy LTJ 11 6' HT. SHADOWBOX PRIVACY FENCE DETAIL '-4.91SCALE 7" = 1'- 0" =-1 -_ _AIIAII I I r-, TI[-- I I I I-II — II I II—f 11= 1= 8'-5 2"O.C. (TYP.) 85PANEL (TYP.) 0 0 o o O �J Lam/ o �J L✓ () o 1 -11 Fl I 1= COMMUNITY DEVELOPMENT APPROVED REVISEC) 1>E8CRIPTION MATE f Zoo 0Q Q^z �w� (� X z 0LLw U -,p ZZ. 00 W� 0 W 1• (n N 0 WRQ I HE 0Y� W WW �QJ Q24 OZ co 0 z 0 Qr0 JNA W z Z IrT� E w �1 A � zp o Z F � � z W O U a � � W W Z Q 0 A w ►�+ cox Q0 Z _.!!� BRAWN BY: CHECKED BY: G.lJ_L_ JOB NUMBER: 172002 -LS SHEET NO. LS 4.8 DATE= 02/2B/lB E w �1 A � zp o F � U .'7 O U BRAWN BY: CHECKED BY: G.lJ_L_ JOB NUMBER: 172002 -LS SHEET NO. LS 4.8 DATE= 02/2B/lB BENCHMARK: MAG NAIL IN N4035'27"W WOOD 16.38' DEE) POWER ( POLE. N04040'24'!W ELEVATION= 16.38'(C.C.C.L.)11.39 (N.A.V.D. 1988) 0 � r'1 • . . G:�S .�is�j�1�►If��SCREENED PORCH - ■■� �1 �fp� ■ gumme :■ ! �i■ C: ; APARTMENT :on ! ■1:: 82 1�!�---�■■■■■■ ..■'i�Cko .. GARAGE9.53 ::�i■ iii ■ f ! ■i■.. �■�-■ i■ j ii -.li■■Lt -:-�I Imo'/i� ..ko••�■■■■ ■■■■■' ..SPI 1' -tea — �G■.■-■-61 zz/1_�g!■�Gpipi i.■ ■ ■.■. !■ ■. .�. ■■ ■■■ ■i . .../■C■■■■■irk■=��� ■ s i= PARCEL' SYMBOL FIXTURE MANUFACTURER MODEL NAME & NUMBER ASTRONOMICAL TIMER DT -2 SATURN AREA PATH I SA18-12-L2 LED WB 170191-,-0000 FINISH RESIDENCE COMPOSITE BLACK GRAPHITE 61 WALL MOUNTED RECESSED LIGHT N6AD FLOOD FLOOD ZONE ZONE SUSAN „X„ „AO„ (DEPTH LIGl LED WB TS 2' ) N81056'33"E 202.03'(DEED) N81051'35"E� 202.91' (CCCL) PART OF LOT 9 LOT 10 Intee: / � © _ � ,.• .' ,I� ,9 ,.�, , A rte • ♦.�'`�1.1J�, � t�ry�►��, ��� t•� i.'`�h1 ��� .l�A■)r• �•''�,���11' J•�1��•�i'%� t � ®�1 •�...� LII • I, III,■ �0J -__ � I - 1■■■■=■ ■=i ■ ■ ■_ .� ®ice � . � — � e iii; ■iii■ilii-i �■� � !i��i�ie��■���G�—I�� e 1 liiiii!=!iii ' ��� ■ ' ����__ �� 1 � �1 7 1■//lnin O� r1 • IS ■_■■■■■..■■■■■■■S 5 � U iii :■.■.■�i�iii■'i■: �� .�..a _ _■� ■iiiiii■ 1■iii■■��- � � � � , �■ ■ ■ ■ , ■ LPS MIMI 10 rLAHME!■■�■!1C\�■■■■■■■� Li � .moi •■��p� � � � �'� ' ',`\t .� � U .? `�.�;`� '.�, lJ � = r SII ME! smomobl�m ..!■! I / 1 /TV 00.130 S83023'14"W 194.55'(DEED') I I LOT I M LIGHTING KEY --BY "uNIQ�LE LIGHTING EXTERIOR SPECIFICATIONS & DETAILS FIXTURES PROVIDED TOTAL SYMBOL FIXTURE MANUFACTURER MODEL NAME & NUMBER ASTRONOMICAL TIMER DT -2 SATURN AREA PATH I SA18-12-L2 LED WB STAKE MOUNTED AREA LIGHT HEIGHT IS SET AT 18" ABOVE FINISHED GRADE FINISH STEP RISER MOUNTED RECESSED LIGHT COMPOSITE BLACK GRAPHITE 1 WALL MOUNTED RECESSED LIGHT UNIQUE LIGHTING SYSTEMS EXTERIOR AUTOMATIC TIMER GHT WEATHERED BRASS 24 UNIQUE LIGHTING SYSTEMS LOW SPREADING WALKWAY LIGHTS LIGl LED WB TS WEATHERED BRASS 4 UNIQUSTLEIGHTING SYSTEMS RECESSED VOYGER — 5 R05L S 12DLSTEP 6 UNIQUE LIGHTING SYSTEMS RECESSED WALL LIGHTS VOYGER — $ RECESSED STEP V08L-12-L1 LIGHTS LED WB WEATHERED BRASS OUTLETS WATER -PROOF OUTLET WATER -PROOF OUT LE BRUSHED 1 • • DOUBLE OUTLET (WATER PROOF) DOUBLE OUTLET (WATER PRO F) ALUMINUM BULB TYPE AND COLOR ITYPE OF FIXTURE MOUNT I MOUNTING HEIGHT POSTED MOUNTED - INSTALLED TO CODE POST MOUNTED WATER -PROOF OUTLET SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES EXTERIOR LIGHTING LAYOUT PLAN REVISE [>E84—_RIPTION C>A-M �- C -Li z N 0100 Q00 No N Z I N,0W Z 0 Qz ULA z�'W Nlu ZO WI oIL W 1• N �3N W - Q co BYO W QQ� W0d ILQJ �6!Z Li>_ Y Qr-Q JNA WALL MOUNTED LOCATE IN GARAGE AS DIRECTED BY CONTRACTOR STAKE MOUNTED AREA PATH LIGHT STAKE MOUNTED AREA LIGHT HEIGHT IS SET AT 18" ABOVE FINISHED GRADE BULB TYPE - LED WHITE, 2 WATTS 3000K - LED STEP RISER MOUNTED RECESSED LIGHT STEP MOO TURER SNTED ESSED SPECS LIGHT & CDES T TO BULB TYPE - LED WHITE, 1 WATTS 3000K --LED WALL MOUNTED RECESSED LIGHT LL MOUNTED RECESSED MANUFACTURER'S SPECS. & CODES T TO BULB TYPE - LED WHITE, 1 WATTS •�nnnu - T.pn POSTED MOUNTED - INSTALLED TO CODE POST MOUNTED WATER -PROOF OUTLET SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES EXTERIOR LIGHTING LAYOUT PLAN REVISE [>E84—_RIPTION C>A-M �- C -Li z N 0100 Q00 No N Z I N,0W Z 0 Qz ULA z�'W Nlu ZO WI oIL W 1• N �3N W - Q co BYO W QQ� W0d ILQJ �6!Z Li>_ Y Qr-Q JNA ORAWN BY: r—>_.J_L_ CHECKEO BY: G_J_1 - JOB NUMBER: 1 -72002 -LS SHEET NO. LS 5.0 OATS: 02/2B/1B w Z �Q a� Fw o� H�W� � o aw�x oxL)W ~aaL) w � E-4 Z O W� E.. ORAWN BY: r—>_.J_L_ CHECKEO BY: G_J_1 - JOB NUMBER: 1 -72002 -LS SHEET NO. LS 5.0 OATS: 02/2B/1B 0 f� I� I i 10 11, 12 I \ / "' STEPS a 15 �XISTIN 1 4 BLOCK T TLNDING �� n SCREENED PORCH F.F.E. 18.47 APARTMENT F.F.E. 18.82 GARAGE F.F.E. 9.53 C113001 PARCEL 170191-0000 RESIDENC #261 (SNEAD, SUSAN LOT 10 Q I � O f1 I � O PART OF ( y LOT 9 + O f --a DEED N81 561'35"E 202.91'( (CCCL)- ------}-1-7----t-6- I 15 14 13 12 ----- _-- X18_ WALIz ------ 10 LAWN 17 LX III, WWI �wt LAWN LAWN(OD) — Ju Ejlj O ` O Eo KITCHEN I I __.. O C13II Oil p On I Fol BAR DINING I I I O 10 INNO - ENTRY/ ESIDENCE DE�C i i� I OD I kNDING Y GREENHOUSE I I I I LOT 8 19 98 O + I — IIF.F.E. 20.74 17.74 I --- I -I PORCH c pa — LIVING F.F.E.20.2511-v I I C O IM� � I � 1 WN L LAUND. 13 I -- — STORAGE 6 I STUDY LAWN 18 I 1 —1 61 1 l 1 1 / _ 1/5 1 I O .. i / �� ♦ „fi �O _ ►. . I�ll�IllJ11WILi �WllU11! i3'16"W 195.35'(C.C.C. • ' •4 • LIGHTING KEY: BY "UNIQUE LIGHTING sYSTEMs�TING SPECIFICATIONS & DETAILS — FI TURES PROVIDED TOTAL SYMBOL FIXTURE MANUFACTURER MODEL NAME & NUM ER FINISH COMPOSITE BLACK GRAPHITE 1 LOCATE IN GARAGE AS DIRECTED UNIQUE LIGHTING SYSTEMS EXTERIOR AUTOMATIC TIMER ASTRONOMICAL TIMER DT -2 SATURN AREA PATH LIGHT SA18-12—L2 LED WB WEATHERED BRASS 31 BULB TYPE — LED UNIQUE LIGHTING SYSTEMS LOW SPREADING WALKWAY LIGHTS LIGHTS WB WEATHERED BRASS 4 3000K — LED UNIQUE LIGHTING SYSTEMS RECESSED STEP LIGHTS VOYGER — 5 RECESSED STEP V05L-12—L1 LED LIGHTS WB WEATHERED BRASS 6 WHITE, 1 UNIQUE LIGHTING SYSTEMS RECESSED WALL LIGHTS VOYGER — 8 RECESSED STEP V08L-12—L1 LED OUTLETS WATER -PROOF OUTLET WATER -PROOF OUTLET BRUSHED 2 F-7- DOUBLE OUTLET (WATER PROOF) DOUBLE OUTLET (WATER PROOF) ALUMINUM # 170189-0010 RESIDENCE #22'7 (GOODEN CORKIE T. TRUST) RETENTI AREA 1-260 S.F. L l 9 1 \ b� 12 1 �11 0 BULB TYPE AND COLOR TYPE OF FIXTURE MOUNT MOUNTING HEIGHT WALL MOUNTED LOCATE IN GARAGE AS DIRECTED BY CONTRACTOR BULB TYPE — LED WHITE, 2 WATTS STAKE MOUNTED AREA PATH LIGHT STAKE MOUNTED AREA LIGHT HEIGHT 3000K — LED IS SET AT 18" ABOVE FINISHED GRADE BULB TYPE — LED WHITE, 1 WATTS STEP RISER MOUNTED RECESSED LIGHT STEP MOUNTED RECESSED LIGHT — SET TO MANUFACTURER'S SPECS. & CODES 00 — LED O w ►.-, BULB TYPE — LED WHITE, 1 WATTS WALL MOUNTED RECESSED LIGHT WELL MOUNTED RECESSED LIGHT — SET TO MANUFACTURER'S SPECS. & CODES Qnnnu — T n POSTED MOUNTED — INSTALLED POST MOUNTED WATER—PROOF OUTLET TO CODE SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES COMMUNITY DEVELOPMENT APPROVED EXTERIOR" LIGHT111-IG LAYOUT PLAN NORTH SCALE. 17S"�'-o" REVISEO C>l=-8CRIPTION C>ATE Z N Ur Fm0 Qpm JNo qZ z Amo 0 X z U IL- (� z 0 �0 W 1� � N WRQ IFS 0YIL W W W JLoj aZ �zu Zo0 Q� JNA ORAWN BY: CHECKED BY: G.J.IL. .JOB NUMBER: 1 -72002 -LS SHEET NO. 5.Q OA -FE: OB/'IB/'I7 O w ►.-, � w � a O � w E-� � w � ORAWN BY: CHECKED BY: G.J.IL. .JOB NUMBER: 1 -72002 -LS SHEET NO. 5.Q OA -FE: OB/'IB/'I7 LIGHT UNIQUE LIGHTING SYSTEMS® Area Light Stake Mounted Area Light OdysseyTM Series SATURN: 12V & 24V Brass Area Light F1 PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: FIXTURE ORDERING INFORMATION Example: SA -12-L2 (Saturn, 12 Volt, 2 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH SA= (Std.) 18" stem 12=12 Volt L1= LED,1 W, 3000K Leave blank for standard 25' length *SA12=12" stem 24=24 Volt L2= LED, 2W, 3000K * 0= T wire lead *SA24= 24" stem 20= 20W Xelogen * 50= 50' wire lead *SA36= 36" stem NL= No Lamp *SA48= 48" stem NOTE: Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Wiring Standard Finish Exclusive OF Intelli-Flex wire with anti -moisture Coat Interior. migration connections. V05L = Louver 12=12 Volt L1= LED,1 W, 3000K Leave blank for standard 25' length Mounting Stake Tucson Tan TT Shock resistant, UV resistant frosted Weathered Brass WB White WH Stock powder coated colors displayed are subject to varying lead-times and will cur an Black BK i standard. th s s Exclusive Weathered Brass finish e ' TM For use with a Xelogen lamp up to 20W. FLEX - additional cost. A Limited Warranty applies to all powder coated products. Custom colors are Verde Green VG "living finish" and will naturally patina and change lamps. LED lamps are available in 3000K color available upon request. Please inquire about cost and lead times. Contact factory for custom colors Titanium Knight TK available (see chart above). _ and matching paint oprions. FLEXTM Unique Lighting systems% fixtures are available with LED lamps. Please specify the lamp code Series LED when ordering. FINISH leave blank for standard WB finish P= Standard powder coat finishes. List your desired color in the order comments area. DIMENSIONS: OPTIONS * 6P= Six Pack SA= (Std.) 22" Overall height SA12=16" Overall height SA24= 28" Overall height SA36= 40" Overall height SA48= 52" Overall height Only available wrtn the NL wattage option. Unique Lighting Systems@ reserves the right to modify the design and/or construction of the fixture shown without further notification. SPECIFICATIONS Our Commitment Unique Lighting Systems' highest commitment is to set the standard for manufacturing innovative and quality products. This commitment is evident through our detailed inspection processes and extensive field testing. From the initial design process of each product, to the final assembly of each custom-made individual part, our manufacturing process accomplishes the highest level of performance and durability carried through to final delivery to the end user. Durable construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial application. Unique Lighting TM already holds numerous product patents and we are constantly developing innovative ideas to help expand the lighting industry. Materials Crafted from extruded brass. Stem Brass unibody design provides enclosed, water resistant wireway. Integrated bung for maximum mechanical strength. Collar Machined brass. Unique Lighting Systems@ www.uniquelighting.com Shroud Wiring Stamped brass, double tier. Reflective Powder Exclusive OF Intelli-Flex wire with anti -moisture Coat Interior. migration connections. V05L = Louver 12=12 Volt L1= LED,1 W, 3000K Leave blank for standard 25' length Mounting Stake Lens Standard mounting stake is injection molded PVC Shock resistant, UV resistant frosted with a 1/2" NPS threaded female fitting. polycarbonate lens. comments area. 2l Finish Lamp i standard. th s s Exclusive Weathered Brass finish e ' TM For use with a Xelogen lamp up to 20W. FLEX - TM i ' Weathered Brass finish iss ni ue LI ht n s ea q g g Series LED lamps are available in 1 W or 2W T3 Series "living finish" and will naturally patina and change lamps. LED lamps are available in 3000K color over time. Polyester powder coat finishes are also temperatures. available (see chart above). Electrical Requirements A remote 12V or 24V transformer required, may be Warranty The Odyssey Family of products from Unique ordered separately from Unique Lighting Lighting Systems@ carries a limited lifetime Systems@. Voltage range for 12V halogen lamps is warranty against manufacturer's defects. 10.8V to 12V. Voltage range for 24V halogen lamps is 21.6V to 24V. Voltage range for 12V Manufacturing FLEXTM' Series LED lamps is 1 OV -18V. Manufactured to ISO 9001-2008 Quality standard. Socket V05H - Hood Specification grade, beryllium copper lamp holder. )Us GU5.3 base. - 6 Only available with the NL wattage option. UL 2108:2004 R12.07 Unique Lighting Systems@a reserves the right to modify the design and/or construction of the fixture shown without further notification. CSA C22.2.9.0-96 (112006) 5825 Jasmine Street T 800-955-4831 Riverside, CA 92504 F 800-955-9852 EXTERIOR LIGHTING DETAILED CUT -SHEETS, VOGER - 5 RECESSED FIRE -PIT LIGHTS LIGHTING TOTAL 1 24 4 6 V�YGER - 8 R CESSED STEP LIGHTS UNIQUE LIGHTING SYSTEMS"' VOYAGER 5:12V & 24V Brass Step Light PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: Niche Light Brass Step Light OdysseyTM Series FIXTURE ORDERING INFORMATION White Example: V05L-12-L1 (Voyager 5, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH V05L = Louver 12=12 Volt L1= LED,1 W, 3000K Leave blank for standard 25' length leave blank for standard WEI finish V05H = Hood 24=24 Volt L2= LED, 2W, 3000K * 50= 50' wire lead P= Standard powder coat finishes. V050 = Open 20= 20W Xelogen List your desired color in the order NL= No Lamp comments area. NOTE: Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Tucson Tan TT White WH Black BK Verde Green VG Titanium Knight TK F/ E`/rM Unique Lighting Systems% fixtures L /� are available with LED lamps. Series LED Please specify the lamp code when ordering. OPTIONS * 6P= Six Pack SPECIFICATIONS Our Commitment Unique Lighting Systems' highest commitment is to set the standard for manufacturing innovative and quality products. This commitment is evident through our detailed inspection processes and extensive field testing. From the initial design process of each product, to the final assembly of each custom-made individual part, our manufacturing process accomplishes the highest level of performance and durability carried n through to final delivery to the end user. Durable construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial application. Unique Lighting TM already holds numerous product patents and we are constantly developing innovative ideas to help expand the lighting industry. Materials Crafted from cast brass and PBT injection molded housing. Body Fully cast brass faceplate. PBT injection molded housing. Faceplate Fully cast brass. Three options; louvered, hood and open face. Lens Shock resistant, frosted or clear, depending on faceplate option. Lamp For use with 20W max. Astro -Brite lamp. FLEX - Series LED lamps are available in 1W or 2W T3 lamps. LED lamps are available in 3000K color temperatures. Electrical Requirements A remote 12V or 24V transformer required, may be Unique Lighting ordered separately fr m o q g g Systems@. Voltage range for 12V halogen lamps is 10.8V to 12V. Voltage range for 24V halogen lamps is 21.6V to 24V. Voltage range for 12V FLEXTM Series LED lamps is 1 OV -18V. Socket Specification grade, beryllium copper lamp holder. GU5.3 base. Wiring Exclusive OF Intelli-Flex wire with anti -moisture migration connections. Mounting Harware Mounting screws and anchors with foam leveling gasket. Finish Exclusive Weathered Brass finish is standard. UueM htin ' s' Weathered Brass finish Is a ni LI a ed q 9 9 "living finish" and will naturally and change over time. Polyester powder coat finishes are also available (see chart above). Warranty The Odyssey Family of products from Unique Lighting Systems@ carries a limited lifetime warranty against manufacturer's defects. Manufacturing Manufactured to ISO 9001-2008 Quality standard. TU V flhNnlartl c us UL 2108:2004 812.07 CSA C22.2.9.0-96 (R2006) Unique Lighting Systems® 5825 Jasmine Street T 800-955-4831 www.uniquelighting.com Riverside, CA 92504 F 800-955-9852 UNIQUE LIGHTING SYSTEMS° Niche Light DIMENSIONS: Standard Finish BK OdysseyTM Series VOYAGER 8:12V & 24V Brass Step Light Available Faceplate Options PROJECT: Weathered Brass WB and will incur anadditional TYPE: LIGHTS 2l Stock powder coated colors V050 - Open 3.75 displayed are subject to varying lead-times and will incur an RECESSED 1 `\y additional cost. A Limited Warranty and matching paint oprions. UNIQUE applies to all powder coated SYSTEMS -•r.72 products. Custom colors are available upon request. Please ® V05L - LOUVer inquire about cost and lead times. - Contact factory for custom colors and matching paint oprions. Example: V08L-12-1_1 (Voyager 8, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, 9 MODEL NAME VOLTAGE WATTAGE WIRE LENGTH V05H - Hood V08L = Louver 12=12 Volt L1= LED,1 W, 3000K x 2 Leave blank for standard 25' length leave blank for standard WB finish * 6P= Six Pack V08H = Hood 24=24 Volt L2= LED, 2W, 3000K x 2 * 50= 50' wire lead - 6 Only available with the NL wattage option. List your desired color in the order Unique Lighting Systems@a reserves the right to modify the design and/or construction of the fixture shown without further notification. SPECIFICATIONS Our Commitment Unique Lighting Systems' highest commitment is to set the standard for manufacturing innovative and quality products. This commitment is evident through our detailed inspection processes and extensive field testing. From the initial design process of each product, to the final assembly of each custom-made individual part, our manufacturing process accomplishes the highest level of performance and durability carried n through to final delivery to the end user. Durable construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial application. Unique Lighting TM already holds numerous product patents and we are constantly developing innovative ideas to help expand the lighting industry. Materials Crafted from cast brass and PBT injection molded housing. Body Fully cast brass faceplate. PBT injection molded housing. Faceplate Fully cast brass. Three options; louvered, hood and open face. Lens Shock resistant, frosted or clear, depending on faceplate option. Lamp For use with 20W max. Astro -Brite lamp. FLEX - Series LED lamps are available in 1W or 2W T3 lamps. LED lamps are available in 3000K color temperatures. Electrical Requirements A remote 12V or 24V transformer required, may be Unique Lighting ordered separately fr m o q g g Systems@. Voltage range for 12V halogen lamps is 10.8V to 12V. Voltage range for 24V halogen lamps is 21.6V to 24V. Voltage range for 12V FLEXTM Series LED lamps is 1 OV -18V. Socket Specification grade, beryllium copper lamp holder. GU5.3 base. Wiring Exclusive OF Intelli-Flex wire with anti -moisture migration connections. Mounting Harware Mounting screws and anchors with foam leveling gasket. Finish Exclusive Weathered Brass finish is standard. UueM htin ' s' Weathered Brass finish Is a ni LI a ed q 9 9 "living finish" and will naturally and change over time. Polyester powder coat finishes are also available (see chart above). Warranty The Odyssey Family of products from Unique Lighting Systems@ carries a limited lifetime warranty against manufacturer's defects. Manufacturing Manufactured to ISO 9001-2008 Quality standard. TU V flhNnlartl c us UL 2108:2004 812.07 CSA C22.2.9.0-96 (R2006) Unique Lighting Systems® 5825 Jasmine Street T 800-955-4831 www.uniquelighting.com Riverside, CA 92504 F 800-955-9852 UNIQUE LIGHTING SYSTEMS° Niche Light WH Brass Step Light BK OdysseyTM Series VOYAGER 8:12V & 24V Brass Step Light Titanium KnightTK PROJECT: 2lead-times and will incur anadditional TYPE: LIGHTS ® products. Custom colors are 6iii; CATALOG SYSTEMS about cost and lead times.Contact RECESSED NUMBER: 9 and matching paint oprions. UNIQUE LAMP(S): SYSTEMS ss - -_ NOTES: Unique Lighting Systems@ reserves the right to modify the design and/or construction of the fixture shown without further notification. FIXTURE ORDERING INFORMATION Example: V08L-12-1_1 (Voyager 8, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH OPTIONS V08L = Louver 12=12 Volt L1= LED,1 W, 3000K x 2 Leave blank for standard 25' length leave blank for standard WB finish * 6P= Six Pack V08H = Hood 24=24 Volt L2= LED, 2W, 3000K x 2 * 50= 50' wire lead P= Standard powder coat finishes. V080 = Open 20= 20W Xelogen x 2 List your desired color in the order NL= No Lamp comments area. NOTE: Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Tucson Tan TT White WH Black BK Verde Green VG Titanium KnightTK displayed are subject to varying FLEXTM Unique Lighting Systems% fixtures are available with LED lamps. Please specify the lamp code Series LED when ordering. Standard Finish DIMENSIONS Available Faceplate Options SYSTEMS Weathered Brass WB EXTERIOR Stock powder coated colors V080 - Open displayed are subject to varying 2lead-times and will incur anadditional cost. A Limited Warrantyiapplies to all powder coated LIGHTS ® products. Custom colors are 6iii; available upon request. Please V08L -Louverinquire SYSTEMS about cost and lead times.Contact RECESSED factory for custom colors 9 and matching paint oprions. UNIQUE V08H -Hood SYSTEMS ss - -_ Only available with the NL wattage option. Unique Lighting Systems@ reserves the right to modify the design and/or construction of the fixture shown without further notification. SPECIFICATIONS Our Commitment Unique Lighting Systems' highest commitment is to set the standard for manufacturing innovative and quality products. This commitment is evident through our detailed inspection processes and extensive field testing. From the initial design process of each product, to the final assembly of each custom-made individual part, our manufacturing process accomplishes the highest level of performance and durability carried through to final delivery to the end user. Durable construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial application. Unique Lighting'" already holds numerous product patents and we are constantly developing innovative ideas to help expand the lighting industry. Materials Crafted from cast brass and PBT injection molded housing. Body Fully cast brass faceplate. PBT injection molded housing. Faceplate Fully cast brass. Three options; louvered, hood and open face. Unique Lighting Systems@ www.uniquelighting.com Lens Wiring Shock resistant, frosted or clear, depending on Exclusive OF Intelli-Flex wire with anti -moisture faceplate option. migration connections. Lamp Mounting Harware For use with (2) 20W max. Astro -Brite lamp. Mounting screws and anchors with foam leveling FLEX- Series LED lamps are available in 1 W or gaket. 2W T3 lamps. LED lamps are available in 3000K Finish color temperatures. Exclusive Weathered Brass finish is standard. Unique TM Lightings' weathered brass finish is a Electrical Requirements "living finish" and will naturally patina and change A remote 12V or 24V transformer required, may be over time. Polyester powder coat finishes are also ordered separately from Unique Lighting available (see chart above). Systems& Voltage range for 12V halogen lamps is 10.8V to 12V. Voltage range for 24V halogen Warranty lamps is 21.6V to 24V. Voltage range for 12V The Odysey Family of products from Unique FLEXTM Series LED lamps is 10V -18V. Lighting Systems@ carries a limited lifetime warranty against manufacturer's defects. Socket Specification grade, beryllium copper lamp holder. Manufacturing GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. TOV MNnWM c us UL 2108:2004 R12.07 CSA C22.2.9.0-96 (R2006) 5825 Jasmine Street T 800-955-4831 Riverside, CA 92504 F 800-955-9852 Y: SE "UNIQUE LIGHTING SYSTEMS11TING PLAN - FIXTURES PROVIDED OL I FIXTURE MANUFACTURER MODEL NAME & NUMBER ASTRONOMICAL TIMER DT -2 SATURN AREA PATH LIGHT SA18-12-L2 LED WB VOYGER - 5 RECESSED STEP LIGHTS V05L-12-Li LED WB VOYGER - S RECESSED STEP LIGHTS VOBL-12-L1 LED WB oU LETs PATER -PROOF OUTLET WATER -PROOF OUTLET 1 • • DOUBLE OUTLET (WATER PROOF) DOUBLE OUTLET (WATER PROOF) FINISH COMPOSITE BLACK GRAPHITE WEATHERED BRASS WEATHERED BRASS WEATHERED BRASS BRUSHED ALUMINUM ASTRONOMICAL TIMER DT -2 EXTERIOR AUTOMATIC TIMER MULTI-MATIC TRANSFORMER 30OSS UNIQUE LIGHTING SYSTEMS EXTERIOR AUTOMATIC TIMER INNOVATIVE LIGHTING SOLUTIONS THAT LAST A LIFETIME UNIQUE LIGHTING SYSTEMS LOW SPREADING WALKWAY LIGHTS UNIQUE LIGHTING SYSTEMS RECESSED STEP LIGHTS ° UNIQUE LIGHTING SYSTEMS RECESSED WALL LIGHTS MODEL NAME & NUMBER ASTRONOMICAL TIMER DT -2 SATURN AREA PATH LIGHT SA18-12-L2 LED WB VOYGER - 5 RECESSED STEP LIGHTS V05L-12-Li LED WB VOYGER - S RECESSED STEP LIGHTS VOBL-12-L1 LED WB oU LETs PATER -PROOF OUTLET WATER -PROOF OUTLET 1 • • DOUBLE OUTLET (WATER PROOF) DOUBLE OUTLET (WATER PROOF) FINISH COMPOSITE BLACK GRAPHITE WEATHERED BRASS WEATHERED BRASS WEATHERED BRASS BRUSHED ALUMINUM ASTRONOMICAL TIMER DT -2 EXTERIOR AUTOMATIC TIMER MULTI-MATIC TRANSFORMER 30OSS BULB TYPE AND COLOR I SPE OF FIXTURE MOUNT I MOUNTING HEIGHT BULB TYPE - LED WHITE, 2 WATTS 3000K - LED BULB TYPE - LED WHITE, 1 WATTS 3000K - LED BULB TYPE - LED WHITE, 1 WATTS gnnnu - T.Fn WALL MOUNTED STAKE MOUNTED AREA PATH LIGHT STEP RISER MOUNTED RECESSED LIGHT WALL MOUNTED RECESSED LIGHT POSTED MOUNTED - INSTALLED TO CODE LOCATE IN GARAGE AS DIRECTED BY CONTRACTOR STAKE MOUNTED AREA LIGHT HEIGHT IS SET AT 18" ABOVE FINISHED GRADE STEP MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES WELL MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES POST MOUNTED WATER -PROOF OUTLET SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES 700 ��U 1 ZN� F�pp U �QW ZXQ � IL U IN ZZ . �0 WIL O W 1• N F'3N U�� l� W -Q I I- oc 0: J WQ QIL W W IL Z 0Z OQ� Y QOD ODQ J IN W UNIQUE LIGHTING SYSTEMS INNOVATIVE LIGHTING SOLUTIONS THAT LAST A LIFETIME Multi -Matic Transformer W 30OSS 6.6 6.13 DESCRIPTION: ° The Multi -Matic compensates for voltage drop by allowing selections from up to eight different voltage taps. This allows you to customize the voltage for each individual run. It's like having eight different transformers in one. With this feature there is usually no need for expensive #8 or #10 wire (with the exception of an extra -ordinary long run). In addition, you may have wire runs up to 800' instead of the traditional shorter runs of 100' or less. (Please refer to voltage charts). 12.0 Available in 300 watts and voltage taps ranging from 12 -13 volts, the 30OSS, as with all other Unique transformers, is timer, photocell and sequencer ready for easy on and off control and features a Lifetime Warranty. O UNIQUE ' SPECIFICATIONS: ,l Model Number: 30OSS MQr l� Construction: Stainless Steel Height: 12.0" Width: 6.66" Depth: 6.13" 2.50 Weight: 14 lbs.F� Maximum Amp: 2.5 W Fuse Size: 3 Amp MOUNTING DETAIL wp 300 Voltage Taps: 12,13 Maximum Wattage: 300 Watts g PART NUMBER: DATE: Lifetime Warranty Model ConsructionNVire Length Lamp Size Finish Options JOB NAME' Unique Lighting Systems APPROVAL: Multi -Matic U't'Mat'c AM. Unique Lighting Systems 800.955.4831 300 Watt COMMENTS: Transformer WEIGHT. 14 lbs. SHEF I OF BULB TYPE AND COLOR I SPE OF FIXTURE MOUNT I MOUNTING HEIGHT BULB TYPE - LED WHITE, 2 WATTS 3000K - LED BULB TYPE - LED WHITE, 1 WATTS 3000K - LED BULB TYPE - LED WHITE, 1 WATTS gnnnu - T.Fn WALL MOUNTED STAKE MOUNTED AREA PATH LIGHT STEP RISER MOUNTED RECESSED LIGHT WALL MOUNTED RECESSED LIGHT POSTED MOUNTED - INSTALLED TO CODE LOCATE IN GARAGE AS DIRECTED BY CONTRACTOR STAKE MOUNTED AREA LIGHT HEIGHT IS SET AT 18" ABOVE FINISHED GRADE STEP MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES WELL MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES POST MOUNTED WATER -PROOF OUTLET SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES 700 ��U 1 ZN� F�pp U �QW ZXQ � IL U IN ZZ . �0 WIL O W 1• N F'3N U�� l� W -Q I I- oc 0: J WQ QIL W W IL Z 0Z OQ� Y QOD ODQ J IN [DRAWN BY: CHECKED BY: G.J.L. JOB NUMBER: 1-72002-L_S SHEET NO. LS 5.'1 DATE: 02/28/'18 W W 04 Ell ,l 0-11111111 MQr l� O W `W T^ wp [DRAWN BY: CHECKED BY: G.J.L. JOB NUMBER: 1-72002-L_S SHEET NO. LS 5.'1 DATE: 02/28/'18 SATURN AREA LIGHT LOW SPREADING WALKWAY LIGHT Area Light UNIQUE LIGHTING SYSTEMS° Stake Mounted Area Light SATURN: 12V & 24V Brass Area Light OdysseyTM Series PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: FIXTURE ORDERING INFORMATION Example: SA -12-L2 (Saturn, 12 Volt, 2 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH SA= (Std.)18" stem 12=12 Volt L1= LED,1 W, 3000K Leave blank for standard 25' length *SA12=12" stem 24=24 Volt L2= LED, 2W, 3000K * 0= 3' wire lead *SA24= 24" stem 20= 20W Xelogen * 50= 50' wire lead *SA36= 36" stem NL= No Lamp *SA48= 48" stem NOTE: Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. FINISH leave blank for standard WB finish P= Standard powder coat finishes. List your desired color in the order comments area. DIMENSIONS: Powder Coated Finishes Standard Finish Tucson Tan TT White WH Black BK Verde Green VG Titanium Knight TK OPTIONS * 6P= Six Pack SA= (Std.) 22" Overall height Weathered Brass we SA12=16" Overall height SA24= 28" Overall height Stock powder coated colors displayed are subject to varying SA36= 40" Overall height lead-times and will incur an additional cost. A Limited Warranty SA48= 52" Overall height applies to all powder coated products. Custom colors are available upon request. Please inquire about cost and lead times. contact factory for custom colors and matching paint options. F/ E`/TM Unique Lighting Systems@ fixtures L /� are available with LED lamps. ' Only available with the NL wattage option. Please specify the lamp code Series LED when ordering. Unique Lighting Systems@ reserves the right to modify the design and/or construction of the fixture shown without further notification. SPECIFICATIONS Our Commitment Unique Lighting Systems' highest commitment is to set the standard for manufacturing innovative and quality products. This commitment is evident through our detailed inspection processes and extensive field testing. From the initial design process of each product, to the final assembly of each custom-made individual part, our manufacturing process accomplishes the highest level of performance and durability carried through to final delivery to the end user. Durable construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial application. Unique Lighting— already holds numerous product patents and we are constantly developing innovative ideas to help expand the lighting industry. Materials Crafted from extruded brass. Stem Brass unibody design provides enclosed, water resistant wireway. Integrated bung for maximum mechanical strength. Collar Machined brass. Unique Lighting Systems@ www.uniquelighting.com Shroud Wiring Stamped brass, double tier. Reflective Powder Exclusive OF Intelli-Flex wire with anti -moisture Coat Interior. migration connections. Lens Mounting Stake Shock resistant, UV resistant frosted Standard mounting stake is injection molded PVC with a /z NPS threaded female fitting. polycarbonate lens. Finish Lamp Exclusive Weathered Brass finish is standard. For use with a Xelogen lamp up to 20W. FLEX"" UniqueTM Lightings' Weathered Brass finish is a "living finish" an will natural) patina and change wT s d Series LE lamps are available in 1 W or 2 3 Se es D a ps 9 Y P 9 lamps. LED lamps are available in 3000K color over time. Polyester powder coat finishes are also temperatures. available (see chart above). Electrical Requirements Warranty A remote 12V or 24V transformer required, may be The Odyssey Family of products from Unique ordered separately from Unique Lighting Lighting Systems@ carries a limited lifetime Systems@. Voltage range for 12V halogen lamps is warranty against manufacturer's defects. 10.8V to 12V. Voltage range for 24V halogen lamps is 21.6V to 24V. Voltage range for 12V Manufacturing FLEX"" Series LED lamps is 1 OV -18V. Manufactured to ISO 9001-2008 Quality standard. Socket Specification grade, beryllium copper lamp holder. GU5.3 base. Tov an.ml,w UL 2108:2004 R12.07 CSA C22.2.9.0-96 (R2006) 5825 Jasmine Street T 800-955-4831 Riverside, CA 92504 F 800-955-9852 OYGER — 5 ECESSED FIRE -PIT LIGHTS VOYGER — 8 RECESSED STEP LIGHTS UNIQUE LIGHTING SYSTEMS° VOYAGER 5: 12V & 24V Brass Step Light PROJECT: WATTAGE TYPE: V05L = Louver 12=12 Volt CATALOG Leave blank for standard 25' length leave blank for standard WB finish NUMBER: L2= LED, 2W, 3000K LAMP(S): V050 = Open NOTES: List your desired color in the order Niche Light Brass Step Light OdysseyTM Series FIXTURE ORDERING INFORMATION Example: V05L-12-Li (Voyager 5, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH V05L = Louver 12=12 Volt L1= LED,1 W, 3000K Leave blank for standard 25' length leave blank for standard WB finish V05H = Hood 24=24 Volt L2= LED, 2W, 3000K * 50= 50' wire lead P= Standard powder coat finishes. V050 = Open 20= 20W Xelogen List your desired color in the order products. Custom colors are NL= No Lamp comments area. NOTE: Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Tucson Tan TT White WH Black BK Verde Green VG Titanium Knight TK Standard Finish DIMENSIONS: OPTIONS * 6P= Six Pack FLEX�/j Unique Lighting Systems@ fixtures tJ TM M are available with LED lamps. ' Only available with the NL wattage option. Please specify the lamp code Series LED when ordering. Unique Lighting Systems@ reserves the right to modify the design and/or construction of the fixture shown without further notification. SPECIFICATIONS Our Commitment Unique Lighting Systems' highest commitment is to set the standard for manufacturing innovative and quality products. This commitment is evident through our detailed inspection processes and extensive field testing. From the initial design process of each product, to the final assembly of each custom-made individual part, our manufacturing process accomplishes the highest level of performance and durability carried through to final delivery to the end user. Durable construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial application. Unique Lighting T" already holds numerous product patents and we are constantly developing innovative ideas to help expand the lighting industry. Materials Crafted from cast brass and PBT injection molded housing. Body Fully cast brass faceplate. PBT injection molded housing. Faceplate Fully cast brass. Three options; louvered, hood and open face. Lens Wiring Shock resistant, frosted or clear, depending on Exclusive OF Intelli-Flex wire with anti -moisture faceplate option. migration connections. Mounting Harware Lamp ° g For use with 20W max. Astro -Brite lamp. FLEX"" Mounting screws and anchors with foam leveling gasket. Series LED lamps are available in 1 W or 2W T3 lamps. LED lamps are available in 3000K color Finish temperatures. Exclusive Weathered Brass finish is standard. Electrical Requirements Unique Lt ghtings' Weathered Brass finish Is a "livingfinish" and will natural) patina and change S YP 9 A remote 12V or 24V transformer required, may be over time. Polyester powder coat finishes are also ordered separately from Unique Lighting available (see chart above). Systems®. Voltage range for 12V halogen lamps is 10.8V to 12V. Voltage range for 24V halogen Warrant lamps is 21.6V to 24V. Voltage range for 12V The Odyssey Family of products from Unique FLEXTM' Series LED lamps is 1OV-18V. Lighting Systems@ carries a limited lifetime Socket warranty against manufacturer's defects. Specification grade, beryllium copper lamp holder. Manufacturing GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. TUV )us UL 2108:2004 R12.07 CSA C22.2.9.0-96 (R2006) Unique Lighting Systems® 5825 Jasmine Street www.uniquelighting.com Riverside, CA 92504 UNIQUE LIGHTING SYSTEMS° VOYAGER 8: 12V & 24V Brass Step Light PROJECT: Available Faceplate Options Weathered Brass Wg Black CATALOG Stock powder coated colors NUMBER: V050 - Open 21 3.75 displayed are subject to varying Exclusive OF Intelli-Flex wire with anti -moisture NOTES: lead-times and will incur an products. Custom colors are quality products. This commitment is evident through additional cost. A Limited Warranty applies to all powder coated 6iR!A 1 products. Custom colors are available upon request. Please ®—x.72 V05L - Louver inquire about cost and lead times. Mounting screws and anchors with foam leveling to the final assembly of each custom-made individual Contact factory for custom colors and matching paint options. factory for custom colorsand 9 2W T3 lamps. LED lamps are available in 3000K Finish V05H - Hood FLEX�/j Unique Lighting Systems@ fixtures tJ TM M are available with LED lamps. ' Only available with the NL wattage option. Please specify the lamp code Series LED when ordering. Unique Lighting Systems@ reserves the right to modify the design and/or construction of the fixture shown without further notification. SPECIFICATIONS Our Commitment Unique Lighting Systems' highest commitment is to set the standard for manufacturing innovative and quality products. This commitment is evident through our detailed inspection processes and extensive field testing. From the initial design process of each product, to the final assembly of each custom-made individual part, our manufacturing process accomplishes the highest level of performance and durability carried through to final delivery to the end user. Durable construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial application. Unique Lighting T" already holds numerous product patents and we are constantly developing innovative ideas to help expand the lighting industry. Materials Crafted from cast brass and PBT injection molded housing. Body Fully cast brass faceplate. PBT injection molded housing. Faceplate Fully cast brass. Three options; louvered, hood and open face. Lens Wiring Shock resistant, frosted or clear, depending on Exclusive OF Intelli-Flex wire with anti -moisture faceplate option. migration connections. Mounting Harware Lamp ° g For use with 20W max. Astro -Brite lamp. FLEX"" Mounting screws and anchors with foam leveling gasket. Series LED lamps are available in 1 W or 2W T3 lamps. LED lamps are available in 3000K color Finish temperatures. Exclusive Weathered Brass finish is standard. Electrical Requirements Unique Lt ghtings' Weathered Brass finish Is a "livingfinish" and will natural) patina and change S YP 9 A remote 12V or 24V transformer required, may be over time. Polyester powder coat finishes are also ordered separately from Unique Lighting available (see chart above). Systems®. Voltage range for 12V halogen lamps is 10.8V to 12V. Voltage range for 24V halogen Warrant lamps is 21.6V to 24V. Voltage range for 12V The Odyssey Family of products from Unique FLEXTM' Series LED lamps is 1OV-18V. Lighting Systems@ carries a limited lifetime Socket warranty against manufacturer's defects. Specification grade, beryllium copper lamp holder. Manufacturing GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. TUV )us UL 2108:2004 R12.07 CSA C22.2.9.0-96 (R2006) Unique Lighting Systems® 5825 Jasmine Street www.uniquelighting.com Riverside, CA 92504 UNIQUE LIGHTING SYSTEMS° VOYAGER 8: 12V & 24V Brass Step Light PROJECT: White TYPE: Black CATALOG Verde Green NUMBER: Titanium Knight LAMP(S): Exclusive OF Intelli-Flex wire with anti -moisture NOTES: faceplate option. T 800-955-4831 F 800-955-9852 Niche Light Brass Step Light OdysseyTM Series FIXTURE ORDERING INFORMATION Example: V08L-12-L1 (Voyager 8, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH V08L = Louver 12=12 Volt L1= LED, 1W, 3000K x 2 Leave blank for standard 25' length leave blank for standard WB finish V08H = Hood 24=24 Volt L2= LED, 2W, 3000K x 2 * 50= 50' wire lead P= Standard powder coat finishes. V080 = Open 20= 20W Xelogen x 2 List your desired color in the order NL= No Lamp comments area. NOTE: Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Tucson Tan TT White WH Black BK Verde Green VG Titanium Knight TK Standard Finish Available Faceplate Options DIMENSIONS: Weathered Brass Wg OPTIONS * 6P= Six Pack Stock coated colors SPECIFICATIONS V080 n no Unique Lighting Systems.�.�� powder displayed aresubject to varying and will incur an Lens -Open 2lead-times additional cost. A Limited Warranty applies to all powder coated Exclusive OF Intelli-Flex wire with anti -moisture to set the standard for manufacturing innovative and faceplate option. products. Custom colors are quality products. This commitment is evident through COMPOSITE BLACK GRAPHITE 6iR!A available upon request. Please Lamp V08L - Louverinquire testing. From the initial design process of each product, about cost and lead times.Contact Mounting screws and anchors with foam leveling to the final assembly of each custom-made individual FLEX"" Series LED lamps are available in 1 W or factory for custom colorsand part, our manufacturing process accomplishes the 2W T3 lamps. LED lamps are available in 3000K Finish matching paint options. color temperatures. Exclusive Weathered Brass finish is standard. '9 Electrical Requirements ® V08H - Hood A remote 12V or 24V transformer required, may be FLEXTM Unique Lighting Systems@ fixtures _ -- — 9.5 are available with LED lamps. Please specify the lamp code Only available with the NL wattage option. Series LED when ordering. Unique Lighting Systems@ reserves the right to modify the design and/or construction of the fixture shown without further notification. SPECIFICATIONS JOB NAME: n no Unique Lighting Systems.�.�� Our Commitment Lens Wiring Unique Lighting Systems' highest commitment is Shock resistant, frosted or clear, depending on Exclusive OF Intelli-Flex wire with anti -moisture to set the standard for manufacturing innovative and faceplate option. migration connections. quality products. This commitment is evident through COMPOSITE BLACK GRAPHITE our detailed inspection processes and extensive field Lamp Mounting Harware testing. From the initial design process of each product, For use with (2) 20W max. Astro -Brite lamp. Mounting screws and anchors with foam leveling to the final assembly of each custom-made individual FLEX"" Series LED lamps are available in 1 W or gaket. part, our manufacturing process accomplishes the 2W T3 lamps. LED lamps are available in 3000K Finish highest level of performance and durability carried through to final delivery to the end user. Durable color temperatures. Exclusive Weathered Brass finish is standard. construction and beautiful styling make Unique fixtures Electrical Requirements UniqueTM Lightings' weathered brass finish is a "living the ideal solution for any residential or commercial application. Unique Lighting— already holds numerous A remote 12V or 24V transformer required, may be finish" and will naturally patina and change over time. Polyester powder coat finishes are also product patents and we are constantly developing orr Unique from l t Lighting e Li d dereseparately om qugg available (see Chart above). innovative ideas to help expand the lighting industry. Systems@. Voltage range for 12V halogen lamps is BULB TYPE - LED WHITE, 1 WATTS _ LED WALL MOUNTED RECESSED LIGHT 10.8V to 12V. Voltage range for 24V halogen Warrant Materials lamps is 21.6V to 24V. Voltage range for 12V The Odyssey Family of products from Unique Crafted from cast brass and PBT injection molded FLEXisSeries LED lamps is 1 OV -18V. Lighting Systems@ carries a limited lifetime housing. C warranty against manufacturer's defects. M Socket WATER -PROOF OUTLErr DOUBLE OUTLET (WATER PROOF) Body Specification grade, beryllium copper lamp holder. Manufacturing Fully cast brass faceplate. PBT injection molded GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. housing. Faceplate o Fully cast brass. Three options; louvered, hood and � Tv open face. c us W � UL 2108:2004 R12.07 CSA C22.2.9.0-96 (R2006) Unique Lighting Systems@ 5825 Jasmine Street T 800-955-4831 www.uniquelighting.com Riverside, CA 92504 F 800-955-9852 EXTERIOR LIGHTING DETAILED CUT -SHEETS. LIGHTING KEY:ByE"UNI9TJES LIGHTING SYSTEMS�TING PLAN —FIXTURES PROVIDED ASTRONOMICAL TIMER DT -2 EXTERIOR AUTOMATIC TIMER UNIEXTER EMS MULTI—MATIC TRANSFORMER 30OSS UNIQUE LIGHTING SYSTEMS INNOVATIVE LIGHTING SOLUTIONS THAT LAST A LIFETIME Multi -Matic Transformer 30OSS The Multi -Matic compensates for voltage drop by allowing selections from up to eight different voltage taps. This allows you to customize the voltage for each individual run. It's like having eight different transformers in one. With this feature there is usually no need for expensive #8 or #10 wire (with the exception of an extra -ordinary long run). In addition, you may have wire runs up to 800' instead of the traditional shorter runs of 100' or less. (Please refer to voltage charts). Available in 300 watts and voltage taps ranging from 12 -13 volts, the 30OSS, as with all other Unique transformers, is timer, photocell and sequencer ready for easy on and off control and features a Lifetime Warranty. SPECIFICATIONS: Model Number: 30OSS Construction: Stainless Steel Height: 12.0" Width: 6.66" Depth: 6.13" Weight: 14 lbs. Maximum Amp: 2.5 Fuse Size: 3 Amp Voltage Taps: 12,13 Maximum Wattage: 300 Watts Lifetime Warranty Iry(CIP Unique Lighting Systems 800.955.4831 TIMER MOUNTING DETAIL 300 PART NUMBER: Model Consruction/Wire Length Lamp Size Finish Options DATE: JOB NAME: n no Unique Lighting Systems.�.�� APPROVAL: Multi -Matic tItIMatic 300 Watt COMMENTS: TYPE OF FIXTURE MOUNT Transformer WEIGHT: 14 lbs. SHEET 1 OF 2 TOTAL SYMBOL FIXTURE MANUFACTURER MODEL NAME & NUMBER FINISH BULB TYPE AND COLOR TYPE OF FIXTURE MOUNT MOUNTING HEIGHT 1 Isi UNIQUE LIGHTING SYSTEMS EXTERIOR AUTOMATIC TIMER ASTRONOMICAL TIMER DT -2 COMPOSITE BLACK GRAPHITE WALL MOUNTED LOCATE IN GARAGE AS DIRECTED BY CONTRACTOR 31 UNIQUE LIGHTING SYSTEMS LOW SPREADING WALKWAY LIGHTS SATURN AREA PATH LIGHT SA18-12-L2 LED WB WEATHERED BRASS BULB TYPE - LED WHITE, 2 WATTS 3000K - LED STAKE MOUNTED AREA PATH LIGHT STAKE MOUNTED AREA LIGHT HEIGHT IS SET AT 18" ABOVE FINISHED GRADE 4 UNIQUE LIGHTING SYSTEMS RECESSED STEP LIGHTS EC SSEDLSTEP LIG TS VOYGER — 5 RECESSED WEATHERED BULB TYPE - LED WHITE, 1 WATTS _ LED STEP RISER MOUNTED RECESSED LIGHT STEP MOUNTED TO E SPECS. & CODES T 6 UNIQUE LIGHTING SYSTEMS RECESSED WALL LIGHTS EC SSEDLSTEP LIG TS VOYGER — 8 RECESSED WEATHERED BULB TYPE - LED WHITE, 1 WATTS _ LED WALL MOUNTED RECESSED LIGHT WELL MOUNTED MANUFACTURERS SPECS. &CODES T C 2 M OUTLETS Eil WATER -PROOF OUTLErr DOUBLE OUTLET (WATER PROOF) WATER -PROOF OUTLET DOUBLE OUTLET (WATER PROOF) BRUSHED ALUMINUM POSTED MOUNTED - INSTALLED TO CODE POST MOUNTED WATER -PROOF OUTLET SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES X00 X00 �N� Qqi JaW 0 0iLOD U�p ZZ. Q 0 Wd W 1• c� N 030 WQQ Jr BYO UJQ QL III W aQ� QOL W Z00 [DRAWN BY: CHECKED BY: G.1.J_L_. ,JOB NUMBER: 172002 -LS SHEET NO. A C/O Q V C M o � h---1 W � T o] L! 1 W [DRAWN BY: CHECKED BY: G.1.J_L_. ,JOB NUMBER: 172002 -LS SHEET NO. A SATURN AREA LIGHT LOW SPREADING WALKWAY LIG VOYGER - 5 RECESSED FIRE -PIT LIGHTS UNIQUE LIGHTING SYSTEMS" Area Light Stake Mounted Area Light SATURN: 12V & 24V Brass Area Light OdysseyT" Series PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: FIXTURE ORDERING INFORMATION Example: SA -12-L2 (Saturn, 12 Volt, 2 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGEWATTAGE WIRE LENGTH FINISH OPTIONS SA= (Std.)18" stem 12=12 Volt L1= LED. 1 W, 3000K Leave blank for standard 25' length leave blank for standard W8 finish ' 6P= Six Pack 'SA12= 12" stem 24=24 Von L2= LED, 2W 3000K ' 0= Twits lead P= Standard powder coat finishes. 'SA24= 24 stem 20= 20W Xelogen • 50= 50' wire lead List your desired color in the order •SA36= 36"stem NL- No Lamp comments area. .W8= 48" stem DIMENSIONS: NOTE: Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' with lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Standard Finish Tudor Tan TT White WH Blade 8K Verde Green VG Titanium Knight TK a-. weathered we gxlww. wH SA-_ (SW.) 22 Overall height SA12=16" Overall height BK FLEX'M wap ergghungsr.1ED wnwes i�aCk as LED temps VG SA24= 28" Overall height mkrs miw�aa a Aapw`i m .omits NOTES: Please spa.: illy Ve lamp colo Only available Series LED ,.mer, ornen,g. Unique Lighting SA36= 40" Overall height ii.e..wa `e I... t"`oai�a Lam P Mounting Harware SA48= 52" Overall height aEa u�ds. CUNan Awa Wiring Unique Lighting Systems' highest commitment is Stamped brass, double tier. Reflective Powder e apm regwr. Please �a.a aomaa mr cow leas site, cover scary er ma to set the standard for manufacturing innovative and Coat Interior. migration connections. eM -d" pent gxlww. wH CATALOG BK FLEX'M wap ergghungsr.1ED wnwes i�aCk as LED temps VG LAMP(S): TK NOTES: Please spa.: illy Ve lamp colo Only available Series LED ,.mer, ornen,g. Unique Lighting with the NL wattage option. Syslema�` reserves the right to modify the design ardor oonslructinl of the fixture shown wahaA Tudor rwtilbation. SPECIFICATIONS Lam P Mounting Harware Our Commitment Shroud Wiring Unique Lighting Systems' highest commitment is Stamped brass, double tier. Reflective Powder Exclusive OF Intelli-Flex wire with anti -moisture to set the standard for manufacturing innovative and Coat Interior. migration connections. quality products. This commitment is evident through temperatures. Exclusive Weathered Brass finish is standard. our detailed inspection processes and extensive field Lens Mounting Stake testing. From the initial design process of each product, to the final assembly of each custom-made individual Shock resistant, UV resistant frosted Standard mounting stake is injection molded PVC with a'k" NPS threaded female fitting. part, our manufacturing process accomplishes the I polycarbonate lens. available (see Chan above). highest level of performance and durability carried Systems@, Voltage range for halogen lamps is Finish through to final delivery to the end user. Durable Lamp Exclusive Weathered Brass finish is standard. construction and beautiful styling make Unique fixtures For use with a Xelogen lamp up to 20W. FLEX^' Unique"' Lightings' Weathered Brass finish is a theideal solution for an residential or commercialSeries a so9 YPs it W W T LED lam are oval able in 1 or 2 3 "living finish" and will natural) patina and than Y P 9e application. Unique Lighting'- already holds numerous lamps. LED lamps are available in 3000K color over time, Polyester Pocod rco at finishes are also product patents and we are constantly developing temperatures. available (See Chan above). innovative ideas to help expand the lighting industry, Specification grade, beryllium copper lamp holder. Manufacturing Fully cast brass faceplate. PBT injection molded Electrical RequirementsWarranty Manufactured to ISO 9001-2008 Quality standard. Materials A remote 12V or 24V transformer required, may be The Odyssey Family of products from Unique Crafted from extruded brass. ordered separately from Unique Lighting Lighting Systems@ carries a limited lifetime Fully cast brass. Three options; louvered, hood and Systems@- Voltage range for 12V halogen lamps is warranty against manufacturer's defects. Stem 10AV to 12V. Voltage range for 24V halogen lamps is 21.6V 24V, Voltage for 12V Manufacturing Brass unibod desi n ovides enclosed, water resistant Y 9 to range FLEX' Series LED lamps is I OV -18V. Manufactured to ISO 9001-2008 Quality standard. wirewayIntegrated bung for maximum mechanical . 5825 Jasmine Street T 800955.4831 CSA 022.2.9.0-96 (112006) strength. Socket cop wwwunlquelighting.wm Specification grade, beryllium copper lamp holder. DATE: Collar GU5.3 base. Tpyr..- Machined brass. UL 2108:2004 In 2.07 CSA C22.2.9.0-96 (R2006) Unique Lighting stee s¢4 5925 Jasmin Skeef T 800-9554831 www. unpueligh ing.com Riverside, CA 92504 F 800955-9852 UNIQUE LIGHTING SYSTEMS" Niche Light Brass Step Light VOYAGER 5: 12V & 24V Brass Step Light OdysseyTM Series PROJECT: TYPE: wH CATALOG BK NUMBER: VG LAMP(S): TK NOTES: faceplate option. FIXTURE ORDERING INFORMATION Example: V051-42-1-1 (Voyager 5, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH OPTIONS V05L = Louver 12=12 VOR Ll = LED,1 W. 3000K Leave blank for standard 25' length leave blank for standard WR finish ' 6P= Six Pack V05H = Hood 24=24 Volt L2= LED, 2W, 3000K ' 50= 50' wire lead P= Standard powder coat finishes, V050 = Open 20= 20W Xelogen List your desired color in the order NL= No Lamp comments area. NOTE Pre-lamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Standard Finish DIMENSIONS: Available e labl Face late O tions T_ Tan TT White wH Bleck BK Verde Green VG Titanium Kell TK p P Weathered Bless WB 2/ 1 stocx weer ea cpwrs O VO50 - Open daplaya�a a aaeiaaat ro A. 75 kaa-gimes aw mm. t k� el. iAt, A ��ntl Warran�ry ., parsWums. mus­ P.­ / aaua as 1Pare leaee V05L-Louver Mkd m anawmmely mh,g rmna. .9 V05H - Hood FLEX'A'a aeon Raw �iEo colo rad B Pkeae M enw case -Only available ,in thei r wattage opion t. $erIBS LED when araedn9. Unique Lighting Systems® reserves the right to modify the design and/or conatmplion of the fixture shown without further notification. SPECIFICATIONS LIGHTING KE Our Commitment Lens Wiring Unique Lighting Systems' highest wmmitment is Shock resistant, frosted or clear, depending on Exclusive OF Intelli-Flex wire with anti -moisture to set the standard for manufacturing innovative and quality products. This commitmerd is evident through faceplate option. migration connections. our detailed inspection processes and extensive field Lam P Mounting Harware testing. From the initial design Process of each product, For use with 2OW max. Astro -Brits lamp. FLEX Mounting screws and anchors with foam leveling the final assembly of each custom-made individual Series LED tamps are available in 1 W or 200 gasket. pan, our manufacturing process accomplishes the p highest level of performance and durability carried lamps. LED lamps are available in 3000K color Finish through to final delivery to the end user. Durable temperatures. Exclusive Weathered Brass finish is standard. construction and beautiful styling make Unique fixtures Electrical Requirements Unique"" Lightings' Weathered Brass finish is a "living the ideal solution for any residential or commercial application. Unique e already holds numerous A remote 12V or 24V transformer required, may be finish" and will naturally patina and change over time. Polyester powder coat finishes are also product patents and we are constantly developing we a co ordered separately from Unique Lighting available (see Chan above). innovative ideas to help expand the lighting industry, Systems@, Voltage range for halogen lamps is available (see chart above). innovative ideas to help expand the lighting industry. 10.8V to 12V. Nottage range for 24V halogen for Warranty Materials lamps is 21.6V to 24V. Voltage range for 12V The Odyssey Family of products from Unique Y ty W Crafted from cast brass and PBT injection molded FLEX11r Series LED lamps is IOV-1 BV. Lighting Systems@ carries a limited lifetime housing. FLEX LED lamps is 1 OV -18V. warranty against manufacturer's defects. housing. Socket warranty against manufacturer's defects. Boit Specification grade, beryllium copper lamp holder. Manufacturing Fully cast brass faceplate. PBT injection molded GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. housing. Width: 6.66" Faceplate Depth: 613" O Fully cast brass. Three options; louvered, hood and Weight: 14 lbs. N^ open face. Maximum Amp: 2.5 UL 2108:20041112.07 W Fuse Size: 3 Amp UL 2108:2004 R12.07 Unique Lighting Systemsr9 5825 Jasmine Street T 800955.4831 CSA 022.2.9.0-96 (112006) Unique Lighting Systems® 5825 Jasmine Street T 800955-4831 cop wwwunlquelighting.wm Riverssle, CA 92504 F800.955-9852 DATE: In LIGHTING DETAILED CUT -SHEETS LIGHTING KE NIe LS -5.0 :BY"UE LIGHTING YSEM PLAN - FIXTURES PROVIDEDEXTERIOR Verde Greare TOTAL SYMBOL TK FIXTURE MANUFACTURER MODEL NAME & NUMBER ASTRONOMICAL TIMER DT -2 migration connections. 1 W allowing selections from up to eight different voltage taps. UNIQUE LIGHTING SYSTEMS EXTERIOR AUTOMATIC TIMER 24 Mounting Harware testing. From the initial design process of each product, UNIQUE LIGHTING SYSTEMS LOW SPREADING WALKWAY LIGHTS SATURN AREA PATH LIGHT SA18-12-L2 LED WB 4 FLEX" Series LED lamps are available in 1 W or gaket. UNIQUE LIGHTING SYSTEMS RECESSED STEP LIGHTS VOYGER - 5 RECESSED STEP LIGHTS V05L-12-L1 LED WB 6 through to final delivery to the end user. Durable 9 rY color temperatures. UNIQUE LIGHTING SYSTEMS RECESSED WALL LIGHTS VOYGER - 8 RECESSED STEP LIGHTS V08L-12-L1 LED WB OUTLE S I WATER -PROOF OUTLET I WATER -PROOF OUTLET I • • DOUBLE OUTLET (WATER PROOF) DOUBLE OUTLET (WATER PROOF) FINISH COMPOSITE BLACK GRAPHITE WEATHERED BRASS WEATHERED BRASS WEATHERED BRASS BRUSHED ALUMINUM VOYGER - 8 RECESSED STEP LIGHTS UNIQUE LIGHTING SYSTEMS" Niche Light Brass Step Light VOYAGER 8: 12V & 24V Brass Step Light OdysseyT" Series Pq PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: FIXTURE ORDERING INFORMATION Example: V08L-12-Lt (Voyager 8, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH OPTIONS VOBL - Lauver 12=12 Volt L1= LED, 1 W, 3000K x 2 Leave blank for standard 25' length leave blank for standard WB finish ' 6P= Six Pack VOBH = Hood 24=24 Voll L2= LED, 2W, 3000K x 2 ' 50= 50' wire lead P= Standard powder coat finishes. V080 = Open 20= 2OW Xelogen x 2 List your desired color in the order NL= No Lamp comments area. NOTE Pre -tamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wine lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Standard Finish Tudor Tan TT white WH &eek SK Verde Greare VG Titanium Knight TK Available Faceplate Options tJItV11CfVJifJiV,: weathered erase cos _ 1. r uprem m a V. -Open awaya a eL J I 3.75 lead�rmes end n kw,w 2J2 ixitiW rel mal. A tlmVted Wurenly epplbs to all powder weed ais eYodwte caro,,, [MV -Louver / axeele aeon r®aaer: esus ma. a� � Irwa _ Gomer bra,Y faPocusMn mors am n,.mmry i oprwa. o o Z.9 V08H - Hood / FLEX'M. 9.5 Series LEDP1B05e aPeCM eM �p mea ' pity ailable with the NL wattage option. wrren oeaxvg. Unique Lighting Systems® reserves the right to modity the design andior onri Ilion of the fixture shown withow further notification. SPECIFICATIONS W Our Commitment Lens Wiring Unique Lighfing Systems' highest commitment is Shock resistant, frosted or clear, depending on Exclusive OF Intelli-Flex wife with anti -moisture to set the standard formanufacturing innovative and faceplate option migration connections. quality products. This commitment is evident through W allowing selections from up to eight different voltage taps. our detailed inspection processes and extensive field Lam P Mounting Harware testing. From the initial design process of each product, For use with (2) 20W max. Astro -Brite lamp. Mounting screws and anchors with foam leveling tothe final assembly of each custom-made individual FLEX" Series LED lamps are available in 1 W or gaket. art, our manufacturin p g process accomplishes the highest level of performance and durability carried 2W T3lamps. LED lamps are available in 3000K Finish through to final delivery to the end user. Durable 9 rY color temperatures. Exclusive Weathered Brass finish is standard. construction and beautiful styling make Unique fixtures Electrical Requirements a is eq Unigl Ughtings' weathered brass finish is a the i solution n e deal so utro o a residential or commercial Y application. Unique LigMingTM already holds numerous A remote 12V or 24V transformer me required, may be finish" and will naturally in t o and change n9 Pe n9 over over time. Polyester powder coat finishes are also product tents and we are constanit developingordered P Pa Y separately from Unique Lighting available (see chart above). innovative ideas to help expand the lighting industry. Systems@. Voltage range for 12V halogen lamps is Q 10.8V to 12V. Voltage range for 24V halogen Warranty Materials lamps is 21.6V to 24V. Voltage range for 12V ^'Series The Odyssey Family of products from Unique Crafted from cast brass and PBT infection mottled FLEX LED lamps is 1 OV -18V. Lighting Systems6l conies a limited lifetime housing. Socket warranty against manufacturer's defects. Body Specification grade, beryllium copper lamp holder. Manufacturing Fully cast brass faceplate. PBT injection molded GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. housing. Faceplate Width: 6.66" Fully cast brass. Three options; louvered, hood and Depth: 613" 2.50 open face. Weight: 14 lbs. N^ Maximum Amp: 2.5 UL 2108:20041112.07 W Fuse Size: 3 Amp CSA C22.2.9.0-96 (R2006) Unique Lighting Systemsr9 5825 Jasmine Street T 800955.4831 vmw.uniquelighting.com Riverside, CA 92504 F800-955-9852 ASTRONOMICAL TIMER DT -2 EXTERIOR AUTOMATIC TIMER MULTI-MATIC TRANSFORMER 30OSS UNIQUE LIGHTING SYSTEMS W INNGVAnVELIGNnNG SGl THATIASTA UFEnW Multi -Matic Transformer 30OSS 6.66t 6.13-- � --- DESCRIPTION: i'' ----- The Multi -Matic compensates for voltage drop by W allowing selections from up to eight different voltage taps. This allows you to customize the voltage for each individual run. It's like having eight different transformers H in one. With this feature there is usually no need for expensive #8 or #10 wire (with the exception of an 1.4 extra -ordinary long run). In addition, you may have wire runs up to 800' instead of the traditional shorter 12.E runs of 100' or less. (Please refer to voltage charts), Q W A Available in 300 watts and voltage taps ranging from I w� �o 12 -13 volts, the 30OSS, as with all other Unique Q transformers, is timer, photocell and sequencer ready for features , UNIQUE ` .iet easy on and off control and a Lifetime Warranty. SPECIFICATIONS: Model Number: 30OSS v Construction: Stainless Steel Height: 12.0" Width: 6.66" Depth: 613" 2.50 Weight: 14 lbs. N^ Maximum Amp: 2.5 W Fuse Size: 3 Amp MOUNTING DETAIL Voltage Taps: 12,13 300 Maximum Wattage: 300 Watts cop - PARTNUMBER'. DATE: Lifetime Warranty ModN Gr,auc4mwete,ew lanW Sm Elmek Optlane JOB wa a. Unique Lighting Systems , APPRWAL Multi -Matic 300 Watt Gote4Erns Ca,.� Transformer Unique Lighting Systems 800.955.4831 w.G., l4lps. li..i 1 GF 2 BULB TYPE AND COLOR I TYPE OF FIXTURE MOUNT I MOUNTING HEIGHT BULB TYPE - LED WHITE, 2 WATTS 3000K - LED BULB TYPE - LED WHITE, 1 WATTS 3000K - LED BULB TYPE - LED WHITE, 1 WATTS gnnnu - T 1:" WALL MOUNTED STAKE MOUNTED AREA PATH LIGHT STEP RISER MOUNTED RECESSED LIGHT WALL MOUNTED RECESSED LIGHT POSTED MOUNTED - INSTALLED TO CODE LOCATE IN GARAGE AS DIRECTED BY CONTRACTOR STAKE MOUNTED AREA LIGHT HEIGHT IS SET AT 18" ABOVE FINISHED GRADE STEP MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES WELL MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES POST MOUNTED WATER -PROOF OUTLET SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES REVISED F?E80t=pf?'7'ICN oA-rE Zoo (* FN" Q^I 00 7 a iu fe ZQ 0iLW 0 -, ZZ Mtn o W a W O W 1• N �3N 0 ju IF¢ 0Y� o W Q- W W 0 z poi Y Q�Q rJr7 DRAWN BY: r->...J.L. CHECKED BY: G.1.J_L. JOB NUMBER: '1_72002-L_S SHEET NO. LS 5.2 OATS: 02/2B/1B W L) W H 1.4 W E-4 Q W A w� �o 0-4 ` .iet M--1 v uO N^ W W cop DRAWN BY: r->...J.L. CHECKED BY: G.1.J_L. JOB NUMBER: '1_72002-L_S SHEET NO. LS 5.2 OATS: 02/2B/1B SATURN AREA LIGHT F UNIQUE LIGHTING SYSTEMS' Area Light L01 SPREADING WALKWAY LIGHT Stake Mounted Area Light SATURN: 12V & 24V Brass Area Light OdysseyTM Series VOYGER - 5 RECESSED FIRE -PIT LIGHTS PROJECT; ORDERING INFORMATION TYPE: Bleck CATALOG Lead, Weathered Brass) NUMBER: MODEL NAME VOLTAGE WATTAGE LAMP(S): FINISH OPTIONS NOTES: Leave blank for standard 25' length leave blank for standard WO finish ' 6P= Six Pack `SA12= 12" stem 24=24 Volt 12= LED, 2W, 3000K FIXTURE ORDERING INFORMATION WH Bleck Example: SA -12-L2 (Saturn, 12 Von, 2 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) VG MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH OPTIONS SA__ (Std.) 18" stem 12=12 Volt L1= LED ,1 W, 3000K Leave blank for standard 25' length leave blank for standard WO finish ' 6P= Six Pack `SA12= 12" stem 24=24 Volt 12= LED, 2W, 3000K ' 0= T wire lead P= Standard powder coat finishes. 'SA24- 24" stem 20= 20W Xelogen ' 50= 50' wire lead List your desired cola in the order 'SA36- 36" stem NL= No Lamp a�ducls. o�aYOI �w�r�e ore aama,. comments area. .'11= 48" stem with a Ya" NPS threaded female fining. co„fm maorr ror msaa roars color temperatures. Finish DIMENSIONS: NOTE: Pre-lamped LED fixtures are Exclusive Weathered Brass finish is standard. construction and beautiful styling make Unique fixtures NOT available with 24V lamps. LED Unique'" Lightings' Weathered Brass finish is a the ideal solution for any residential or commercial Series LED lamps are available in 1 W or 2W T3 "living finish" and will naturally patina and change fixtures are available ONLY with a lamps. LED lamps are available in 3000K color overtimePolyester powder coal finishes are also li�l temperatures. available (see chart above). 25' wire lead. For additional List your desired color m the order comments area. The Odyssey Family of products from Unique housing. Electrical Requirements Warranty painted finishes or six pack options A remote 12V or 24V transformer required, may be The Odyssey Family of products from Unique Crafted from extruded brass ordered separately from Unique Lighting Lighting Systems@ carries a limited lifetime contact our factory. Systems@. Voltage range for 12V halogen lamps is warranty against manufacturers defects. Stem IOBV to 12V. Voltage range for 24V halogen Powder Coated Finishes Standard Finish Brass unibody design provides enclosed, water resistant lamps is 21.6V to 24V. Voltage range for t2V FLEX- Series LED lamps is 10V -18V. Manufacturing Manufactured to ISO 9001-2008 Quality standard. wireway- Integrated bung for maximum mechanical Tucson Tan TT White WH Bleck SK Verde Green VG Titanium Knight TK a,w me,mm9 Paird wrioas. yTmu. u.==ED FLEA'-"' avaiaNa Min LED tamps. ' Only available with the NL wattage option. Series LED °M,a1e8Bp, m ar tl11Bnip Ca°` u Lighting s stamscm reserves the right m nodi the ores drdanne. ngue 9 9 Yfy gn andlor construction of Ne tixNre shown without f W her rwtification. SPECIFICATIONS TYPE: WH SA-- (Std.) 22" Overall height weathered Brass cos Wiring Unique Lighting Systems' highest commitment is SA12= 16" Overall height stuck Powder nee to set the standard for manufacturing innovative and Coat Interior. SA24= 28" Overall height o"a ernes aradadilr ro :°` Lam p CATALOG SA36= 40" Overall height arieuronal -1 A Lineae witrarlY Mounting Stake testing. From the initial design process of each product, SA48= 52" Overall height a�ducls. o�aYOI �w�r�e ore aama,. to the final assembly of each custom-made individual part, our manufacturing process accomplishes the polycarbonate lens, with a Ya" NPS threaded female fining. co„fm maorr ror msaa roars color temperatures. Finish through to final delivery to the end user. Durable a,w me,mm9 Paird wrioas. yTmu. u.==ED FLEA'-"' avaiaNa Min LED tamps. ' Only available with the NL wattage option. Series LED °M,a1e8Bp, m ar tl11Bnip Ca°` u Lighting s stamscm reserves the right m nodi the ores drdanne. ngue 9 9 Yfy gn andlor construction of Ne tixNre shown without f W her rwtification. SPECIFICATIONS TYPE: WH Our Commitment Shroud Wiring Unique Lighting Systems' highest commitment is Stamped brass, double tier. Reflective Powder Exclusive OF Intelli-Flex wire with anti -moisture to set the standard for manufacturing innovative and Coat Interior. migration connections. quality products. This commitment is evident through Lam p CATALOG our detailed inspection processes and extensive field Lens Mounting Stake testing. From the initial design process of each product, Shock resistant, UV resistant frosted Standard mounting slake is injection molded PVC to the final assembly of each custom-made individual part, our manufacturing process accomplishes the polycarbonate lens, with a Ya" NPS threaded female fining. highest level of performance and durability carried color temperatures. Finish through to final delivery to the end user. Durable Lamp Exclusive Weathered Brass finish is standard. construction and beautiful styling make Unique fixtures For use with a Xelogen lamp up to 2OW. FLEX^' Unique'" Lightings' Weathered Brass finish is a the ideal solution for any residential or commercial Series LED lamps are available in 1 W or 2W T3 "living finish" and will naturally patina and change application. Unique Lighting- already holds numerous lamps. LED lamps are available in 3000K color overtimePolyester powder coal finishes are also product patents and we are constantly developing temperatures. available (see chart above). innovativeh rid the li htin industry. deas to el ex 9 9 rY P Pa List your desired color m the order comments area. The Odyssey Family of products from Unique housing. Electrical Requirements Warranty Materials A remote 12V or 24V transformer required, may be The Odyssey Family of products from Unique Crafted from extruded brass ordered separately from Unique Lighting Lighting Systems@ carries a limited lifetime Fully cast brass faceplate. PST injection molded Systems@. Voltage range for 12V halogen lamps is warranty against manufacturers defects. Stem IOBV to 12V. Voltage range for 24V halogen RECESSED STEP LIGHTS Brass unibody design provides enclosed, water resistant lamps is 21.6V to 24V. Voltage range for t2V FLEX- Series LED lamps is 10V -18V. Manufacturing Manufactured to ISO 9001-2008 Quality standard. wireway- Integrated bung for maximum mechanical Multi -Matic strength. Socket prO coMxeN a Specification grade, beryllium copper lamp holder. UL 2108:2004 R12.07 Collar GU5.3 base. CSA 022.2.9.0-96 no DOB) Machined brass. 5825 Jasmi,xr Street T 800.955.4831 p� -uniquelighfig.eom Riverside CA 92504 F800.955-9852 UL 2108:2004 812.07 71 CSA C22.2.9.0-96 (R2006) Unique Lighting Systems6 5825 Jasmine Street T8 -955-4831 www.uniquenghdng.com Riverside, CA 92504 F 800-955-9852 UNIQUE LIGHTING SYSTEMS VOYAGER 5:12V & 24V Brass Step Light PROJECT: TYPE: WH CATALOG VOYAGER 8:12V & 24V Brass Step Light NUMBER: PROJECT: LAMP(S): TK NOTES: TYPE: Niche Light Brass Step Light OdysseyTM Series P - FIXTURE ORDERING INFORMATION Example: VOSL-12-1.1 (Voyager 5, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH OPTIONS V05L = Lower 12=12VOR L1= LED, 1 W, 3000K Leave blank for standard 25' length leave blank for standard WB finish ' 6P= Six Pack V05H = Hood 24=24 Volt L2= LED, 2W, 3000K ' 50 . 50wire lead P= Standard powder coat finishes. V050 = Open 20= 2OW Xelogen List your desired color in the order NL= No Lamp comments area. NOTE: Pre -tamped LED fixtures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coated Finishes Standard Finish DIMENSIONS: Available Fawplate Options Tucson Tan TT Weathered Brass I WB white WH tlfsPleva� p-, ad coons = S. - Open 21 t 75 a aea,mea ..11f . vary,ng Black BK dtlilional cos1� A Limited Warze; e Verde Green VG eree:tie.'oeust'r�weeaio coewa apo. msr amaaa V05L - Louver / Titanium Knight TK Inquire ehoN mai .wale Ids .d cry for cu d malcl,mg paint' olmons. =1 .9 V05H-flood FLEXR" �.. : � e mamas inwei - 6 MM1 LED lamp.. • Only avai ale wl. the NL wattage option. Series LED M°"0°0ar, oro ,tnB.tha �p cv0e Unique Lghting System; reserves the right to modify the design andlor constwion of the fixture shown wRhout further rwtirrram. SPECIFICATIONS Our Commitment Lens Wiring Unique Lighting Systems' highest commitment is Shock resistant, frosted or clear, depending on Exclusive OF Intelli-Flex wire with anti -moisture to set the standard for manufacturing Innovative and faceplate option. migration Connections. quality products. This commitment is evident through our detailed inspection processes and extensive field Lam Mounting Harware testing. From the initial design process of each product, For use with 20W max. Astro -Brite lamp. FLEX^' Mounting screws and anchors with foam leveling to the final assembly of each custom-made individual Series LED lamps are available in 1 W or 2W T3 gasket. part, our manufacturing process accomplishes the highest level of performance and durability carried lamps. LED lamps are available in 3000K color Finish through to final delivery elive to the end user. Durable temperatures. u9 ry Exclusive Weathered Brass finish is standard. construction and beautiful styling make Unique fixtures Unique" Lightings' Weathered Brass finish is a the ideal solution for any residential or commercial Electrical Requirements "living finish" and will naturally patina and change application. Unique LightiogTM already holds numerous A remote 12V or 24V transformer required, may be over time. Polyester powder coat finishes are also Product patents and we are constant) devel ordered separately from Unique Lighting p p y opmg S stems@. Voltage range for 12V halo en lam t available (see chart above). renovative ideas to Help expand the lighting industry. Y g r 9 Ps s tamps to 12V. Voltage range for 24V halogen Warranty Materials lamps is 21.6V l0 24V. Voltage range for 12V The Odyssey Family of products from Unique Crafted from cast brass and PBT Iryection molded FLEX' Series LED lamps is 1OV-18V. Lighting Systems@ carries a limited lifetime housing. Socket warranty against manufacturer's defects. Body Specification grade, beryllium copper lamp holder. Manufacturing Fully cast brass faceplate. PBT injection molded GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. housing. Faceplate Fully cast brass. Three options; louvered, hood and open face. ps UL 2108:2004 R12.07 CSA C22.2.9.0-96 (112006) Unique Ughdrg Sysle * 5825 Jasmine Street T8WG55-nfai www.unpuelighting.com Riverside, CA 92504 F 800-955-9852 EXTERIOR LIGHTING DETAILED CUT -SHEETS NII°EXTERIOR FILIGHTING KEY:BY"UQUE IiHMTING PLAN - FIXTURES PROVIDED VOYGER - 8 RECESSED STEP LIGHTS UNIQUE LIGHTING SYSTEMS" Niche Light WH Brass Step Light VOYAGER 8:12V & 24V Brass Step Light OdysSeyTM Series PROJECT: Titanium Knlghl TK _�-_---- TYPE: mgrabon connections. our detailed inspection processes and extensive field testing. From the initial design process of each product, Lam p CATALOG to the final assembly of each custom-made individual For use with (2) 20W max. Astro -Brite lamp. Mounting screws and anchors with foam leveling NUMBER: X3 Series FLFxTM Series LED lamps are available in 1 W or 9aket. highest level of performance and durability came- LAMP(S): Finish through to final delivery to the end user. Durable color temperatures. NOTES: construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial Electrical Requirements Unique- Lightings' brass finish is a "livin " FIXTURE ORDERING INFORMATION fini sh and will naturally to all patina a h 9 ndc change Y P 9 product patents p p e is and we are constantly tleveloping Example: VO8L-12-1_1 (Voyager 8, Louvered Faceplate, 12 Volt, 1 Watt, 3000K LED T3, 25' Wire Lead, Weathered Brass) MODEL NAME VOLTAGE WATTAGE WIRE LENGTH FINISH OPTIONS VOSL =Louver 12=12 Volt L7 = LED,1 W, 3000K x 2 Leave blank fa standard 25' length V08H = Hood 24=24 Volt L2= LED. 2W, 3000K 2 ' leave blank for standard WB finish ' 6P= Six Pack z 50= 50' wire lead V080 = Open 20= 2OW Xelogen x 2 P= Standard powder coat finishes. NL= No Lamp List your desired color m the order comments area. NOTE: Pre-lamped LED futures are NOT available with 24V lamps. LED fixtures are available ONLY with a 25' wire lead. For additional painted finishes or six pack options contact our factory. Powder Coaled Finishes Standard Finish Tucson Ten, Tr White WH Bleck BK Verde Green VG Titanium Knlghl TK Available Faceplate Options DIMENSIONS: Weatheriid ares. WB f Powmr foe rare V0-Openoafoe 37 eddtlpna'cosi A Limited Werra ery 2r2 PIdpas focal Powea�r INgoaf0 8.25------- valfame °°O11 fel°`si- Plaeaame V08L - Louver / re.. aowa mm ora lead limas. coo ap,d,v 'or�fnawm mldrs g.9 add frig opno,re. O O /! FLEXrA'ars =:mniso­ `sw V08H-How Pl:ese pacer ma lamp neo afty (able with the NL wattage q%ron 9.5 Series LED d..a,y. unipea iylhtirg sysremsw rasarves ma right to mlbily Ire design oration consauerion of the fixture she_ without further roar ffiion. SPECIFICATIONS SYMBOL INNOVATIVE LIGHTING SOLUTfONS THATLASTALIFE7IME Our Commitment Lens Wiring Unique Lighting S st ems'h� hest commit 9 9 9 Y mart is g to set the standard for manufacturing innovative Shock resistant, frosted or dear, depending on Exdusive OF Intelli-Flex wire with anti -moisture ducts. quality products. This commitment is evident through ug faceplate option. mgrabon connections. our detailed inspection processes and extensive field testing. From the initial design process of each product, Lam p Mounting Hainvis to the final assembly of each custom-made individual For use with (2) 20W max. Astro -Brite lamp. Mounting screws and anchors with foam leveling part, our manufacturing process accomplishes the X3 Series FLFxTM Series LED lamps are available in 1 W or 9aket. highest level of performance and durability came- 2W LED Dam s are P P available in 3000K Finish through to final delivery to the end user. Durable color temperatures. Exclusive Weathered Brass finish is standard. Brass construction and beautiful styling make Unique fixtures the ideal solution for any residential or commercial Electrical Requirements Unique- Lightings' brass finish is a "livin " application. Unique Lighting- TM I .read hobs num g 9 Brous 9 Y A remote 1 V 2 or 24V transf r arrrie re aired m a be q Y fini sh and will naturally to all patina a h 9 ndc change Y P 9 product patents p p e is and we are constantly tleveloping ordered se aratel from Uri P Y que Lighting ove'abl . Polyester of ester code coat finishes Y s es are also Po available (see than above). I ideas to help expand the lighting industry. Systems. Voltage range for 12V halogen lamps is Width: 6.66" SA18-12-L2 LED WB 10.8V to 12V. Voltage range for 24V halogenlam Warrant Materials Crafted from cast brass and PBT injection molded FLEX"" Series Ser es LED amps21.6V to 24V. lis9 OV-tgVfor 12V The Odyssey Family of products from Unique housing. Fuse Size: 3 Amp Lighting Systems@ carries a limited lifetime Voltage Taps: 12,13 Socket warranty against manufacturer's defects. Body Specification grade, beryllium copper lamp holder. Manufacturing Fully cast brass faceplate. PST injection molded GU5.3 base. Manufactured to ISO 9001-2008 Quality standard. housing. Motlel CAnaNCfKKVy✓1re Lagln tamp Sim FinaM1 Optionor RECESSED STEP LIGHTS Faceplate JOB NAME'. Unique Lighting Systems b Fully cast brass. Three options; louvered, hood and Multi -Matic openface. VOYGER - $ RECESSED STEP LIGHTS prO coMxeN a UL 2108:2004 R12.07 �1 `0C/ry� o' Unique Lighting Systems 800.955.4831 CSA 022.2.9.0-96 no DOB) Unique Lighting Systems® 5825 Jasmi,xr Street T 800.955.4831 �_4 -uniquelighfig.eom Riverside CA 92504 F800.955-9852 ASTRONOMICAL TIMER DT -2 EXTERIOR AUTOMATIC TIMER U N MULTI-MATIC TRANSFORMER 30OSS UNIQUE LIGHTING SYSTEMS SYMBOL INNOVATIVE LIGHTING SOLUTfONS THATLASTALIFE7IME Multi -Matic Transformer 30OSS 6.66 6.13 DESCRIPTION: The Multi -Matic compensates for voltage drop by allowing selections from up to eight different voltage taps. ASTRONOMICAL TIMER This allows you to customize the voltage for each individual run. It's like having eight different transformers in one. With this feature there is usually no need for EXTERIOR AUTOMATIC TIMER expensive #8 or #10 wire (with the exception of an COMPOSITEBLACK extra -ordinary long run). In addition, you may have wire runs up to 800' instead of the traditional shorter runs of 100' or less. (Please refer to voltage charts). 12.0 Available in 300 watts and voltage taps ranging from 12 -13 volts, the 30OSS, 0 as with all other Unique transformers, is timer, photocell and sequencer ready for easy on and off control and features Lifetime UNiQpE a Warranty. SPECIFICATIONS: UNIQUE LIGHTING SYSTEMS Model Number: 30OSS Construction: Stainless Steel 31 Height: 12.0" Width: 6.66" SA18-12-L2 LED WB Depth: 6.13" 2.50 Weight: 14 lbs. Maximum Amp: 2.5 Fuse Size: 3 Amp MOUNTING DETAIL Voltage Taps: 12,13 300 Maximum Wattage: 300 Watts -Nu a MiE: Lifetime Warranty _ Motlel CAnaNCfKKVy✓1re Lagln tamp Sim FinaM1 Optionor RECESSED STEP LIGHTS V05L-12-L1 LED WB JOB NAME'. Unique Lighting Systems aPlxeovAL: Multi -Matic UNIQUE LIGHTING SYSTEMS VOYGER - $ RECESSED STEP LIGHTS 300 Watt coMxeN a �1 `0C/ry� o' Unique Lighting Systems 800.955.4831 V08L-12-L1 LED WB Transformer WEIGNr: 14 I SHEET I OF TOTAL SYMBOL FIXTURE MANUFACTURER MODEL NAME & NUMBER FINISH BULB TYPE AND COLOR UNIQUE LIGHTING SYSTEMS ASTRONOMICAL TIMER 1 EXTERIOR AUTOMATIC TIMER DT -2 COMPOSITEBLACK rn V ) GRAPHITE UNIQUE LIGHTING SYSTEMS SATURN AREA PATH LIGHT 31 LOW SPREADING WALKWAY LIGHTS SA18-12-L2 LED WB WEATHERED BULB TYPE - LED WHITE, 2 WATTS BRASS 3000K - LED 4 UNIQUE LIGHTING SYSTEMS VOYGER - 5 RECESSED STEP LIGHTS WEATHERED RECESSED STEP LIGHTS V05L-12-L1 LED WB BRASS BULB TYPE - LED WHITE, 1 WATTS _ LED 6 UNIQUE LIGHTING SYSTEMS VOYGER - $ RECESSED STEP LIGHTS WEATHERED �1 RECESSED WALL LIGHTS V08L-12-L1 LED WB BRASS BULB TYPE - LED WHITE, 1 WATTS �_4 71 '2nnnu - TV" n OUTLETS WATER -PROOF OUTLET WATER -PROOF OUTLET 2 1 • DOUBLE OUTLET (WATER PROOF) DOUBLE OUTLET (WATER PROOF) BRUSHED ALUMINUM TYPE OF FIXTURE MOUNT 1J 1 Feer vI S TIMER MOUNTING HEIGHT WALL MOUNTED LOCATE IN GARAGE AS DIRECTED BY CONTRACTOR STAKE MOUNTED AREA PATH LIGHT STAKE MOUNTED AREA LIGHT HEIGHT IS SET AT 18" ABOVE FINISHED GRADE STEP RISER MOUNTED RECESSED LIGHT STEP MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES WALL MOUNTED RECESSED LIGHT WELL MOUNTED RECESSED LIGHT - SET TO MANUFACTURER'S SPECS. & CODES POSTED MOUNTED - INSTALLED TO CODE POST MOUNTED WATER -PROOF OUTLET SET HEIGHT AS DIRECTED BY CONTRACTOR TO MANUFACTURER'S SPECS. & CODES REVISEO C>00=MPT10N GATE Zoo X00 Z 04Q Ja°W V L -- Z X LQ[ U Lw ZZq Go ', V/ W O W 1• N C9 N 'U J r, Illtllllllllllll. W Q i�a: �UYO W Q Wo� W J QZJ 0)20 ZOpOm Y QCDQ _J DRAWN BY: r->.J.L_ CHECKED BY: CA. I.J. 1-. JOB NUMBER: 172002 -LS SHEET NO. >,1� S 5 w.12 GATE: OB/1B/17 rn V ) o ^^W uOu �1 W �_4 71 W DRAWN BY: r->.J.L_ CHECKED BY: CA. I.J. 1-. JOB NUMBER: 172002 -LS SHEET NO. >,1� S 5 w.12 GATE: OB/1B/17 IRRIGATION LAYOUT PLAN DIEM, 0 0 i �MiMl FICA, ■u: i 'i'G'll isrr_i 0 0 0 1 2\ 99 14 15 16 17 18 19 2 " a. 12.6 8� 14.4 5 1 6 11.8 1 -------------- ---------__-- ___—__ --- --- t1,> 3�4 " 3�4 >> 1" 0 3�4" On34 3/4 , ❑o ENTRY GREENHOUSE L11 LAUND. STORAGE 7 T_ - -7,W) 3/4' 0 PROPOSED 6'HT. SHADOW —BOX FENCE -- 1111/4" i 4 3/4 >> 3/4 - M KITCHEN DINING ' jI LIVING STUDY p f o i O i PORCH I 0 1 I 3�4>9 11/4" rte_ �l 3�4" Valve Callout Valve Number e Valve Flow K-7 Valve Size f� 3�4 " 11V4" 17.4 1„ 2, 14.2 1 1 3/4' 3�4 " Crawford lmgation Desi n, IRRIGATION DESIGN AND CONSULTATION SERVICES Edgewater, Florida Tei= (386) 424-002-7 EMAIL: cicicftatlantic_net max= 654-2902 13 1 — I INTERLOCKING BLOCK RETAINING WALL I I +I I ERRIGATION LAYOUT P LAN NORTH CA /:=1Y REVISE C>ESCRIP C>14 C>ATE �L Z�0 0 N�0 ZNZ n �I � 01 ZXQ 0LLw U�p ZZ . UO W �- 0 W 1 N �3N U J c� WQQ I�¢ BYO W QQLL Wo L0J Qp> Z pOm co Q�Q JN7 ORAWN BY: C7 _I.J. I CHECKEO BY: G..J_1 . JOB NUMBER: '1_72002 -LS SHEET NO. LS 6.0 OATS: 02/26/18 w w Q zw a � H�WQ oWz� � x �z �w 0 x ORAWN BY: C7 _I.J. I CHECKEO BY: G..J_1 . JOB NUMBER: '1_72002 -LS SHEET NO. LS 6.0 OATS: 02/26/18 v v v 1\1 1 301, (2)2" Fal LS 11-41 1-41 �Oac Iii— i I.;. 2" a r�p� � � o■:■�r�i 13.1 8 15.7 12.6 9 1 15.4/_6 7 11.8 1" L------- --------------- ---------------------------==—o K 3 " ® 3/4 " 1 „ 4 1 " 3/4 " 3/4 " 3/4 n o 0 3/4 " 1 3/4„ 3/4' 1" 3/4 3/4 „ cc 3/4 „ 11 Ink ;off' M ENTRY ENTRY GREENHOUSE LAUND. _. STORAGE PROPOSED 6'HT. SHADOW —BOX FENCE '� 11/4" DINING STUDY LIVING K. 1„ 1" 1" 3/4 15.1 M M 3/4)) ,T 3/4„ 1„ 1" 3/4 � o 3/4 " o o 3/4 K, - o uo� o oO� I Fn D] I PORCH I i FEI 0 I 03/4 � 3/4' Valve Callout Valve Number Valve Flow Valve Size Ili 17.4 1 2 15.0 1" 1" T 0 L r ra tion Design, IRRIGATION DESIGN AND CONSULTATION SERVICES EclC;ewatcer, F=loricla Tel= (386) 424-0027 EMAIL -= cicl0bat18Lntic_net Fax= (86E) 654-2902 D K K' INTERLOCKING BLOCK I RETAINING WALL r I 3/4 ,> G K 3/4 ,> K REVISE C>ESCRIP r ON MATE ORAWN BY: E>..J.l . CHECKEO BY: JOB NUMBER: 1_72002 -LS �CI�=r>r►L�a 4, LS �5 OATE.\ F� n� F� Qi � pwq O ORAWN BY: E>..J.l . CHECKEO BY: JOB NUMBER: 1_72002 -LS �CI�=r>r►L�a 4, LS �5 OATE.\ IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL QTY ARC P51 GPM RADIUS 0 Rain Bird 1806 -PRS 10 Series MPR 10 180 30 0.79 10' and working pressure. Rain Bird 1806-PR5 10 Series MPR 1 90 30 0.39 10' O Rain Bird 1806 -PRS 12 Series MPR 1 90 30 0.65 12' m Rain Bird 180G -FRS 12 Series MPR 2 120 30 0.87 12' D Rain Bird 1806 -PRS 10 Series VAN I Adj 30 C. Fittings: 10, Rain Bird 16 1 2-PR5 15 Strip Series 12 LC5 30 0.49 4'x 15' 4 Rain Bird 1 81 2 -PRS 15 Strip Series 4 RCS 30 0.49 4'x 15' 4 Rain Bird 16 1 2-PR5 15 Strip Series 10 55T 30 1 .2 1 4'x30' __0 Rain Bird 181 2-PR5 5 Series MPR 5 90 30 0.10 5' m Rain Bird 18 1 2-PR5 8 Series MPR 12 180 30 0.52 8' 0 Rain Bird 16 1 2-PR5 8 Series MPR 5 90 30 0.26 8' CD Rain Bird 181 2-PR5 8 Series MPR 1 120 30 0.35 8' Rain Bird 181 2-PR5 10 Series MPR 3 180 30 0.79 10' 0 Rain Bird 181 2-PR5 10 Series MPR 3 90 30 0.39 10' 0 Rain Bird 181 2-PR5 12 Series MPR 1 90 30 O.G5 12' O Rain Bird 18 1 2-PR5 12 Series HE VAN 2 Add 30 1 2' d Rain Bird 181 2-PR5 4 Series VAN 4 Add 30 4' :: Rain Bird 16 1 2-PR5 G Series VAN 6 Add 30 6' O Rain Bird 16 1 2 -PRS 8 Series VAN 17 Add 30 8' O Rain Bird 18 1 2 -PRS 10 Series VAN 4 Add 30 10' r Rain Bird 161 2-PR5 15 Strip Series 9 LC5 30 0.49 4'x 15' Rain Bird 181 2 -PRS 15 Strip Series 8 RCS 30 0.49 4'x 15' > Rain Bird 16 1 2-PR5 15 Strip Series 2 55T 30 1 .2 1 4'x30' Rain Bird 1806 -NSI with MP 1000 2 90-210 40 14' Rain Bird 18OG-NSI with MP2000 2 90-210 40 19' Rain Bird 1806-N51 with MP3000 8 90-210 40 30' Rain Bird 1806 -NSI with MP3000 I 360 40 30' - Rain Bird 18 1 2 with MP Strip I KC5 40 0.22 5'x 15' Rain Bird 181 2 with MP2000 2 210-270 40 19, Rain Bird 1612 with MP2000 2 90-210 40 19, Rain Bird 1812 with MP3000 2 90-210 40 30' Rain Bird 181 2 with MP Strip 1 RCS 40 0.22 5'x 15' Rain Bird 181 2 with MP Strip I 55T 40 0.44 5'x30' Two Rain Bird 1 401 bubbler 25X2 360 30 0.50 1' UNDERGROUND IRRIGATION SPECIFICATIONS 1.0 GENERAL 1.1 SUMMARY: Includes but not limited to: A. Furnishing and installing sprinklers accessories necessary for proper fu 1.2 SYSTEM DESCRIPTION: A. Design Requirements: 1. Layout of Irrigation Heads: a. Location of heads shown on is required to achieve full, eN fences, etc. b. During layout, consult with L recommendations, where re as described in Contract Documents complete with swings is approximate. Actual placement may vary slightly as coverage without spraying onto buildings, sidewalks, Iscape Architect to verify proper placement and make ms are advisable. 1.3 QUALITY ASSURANCE: A. Regulatory Requirements: 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to these codes. B. Pre -Installation Conference: 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements prior to commencing work of this S action. C. System Adjustments: 1. Minor adjustments in system will be permitted to avoid existing fixed obstructions. 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be with landscape area. Mainline, laterals and valves to be installed as far away from existing and new specimen trees as possible. D. 1. Documentation and submittal of a tual water supply performance prior to commencing installation. 1.4 SUBMITTALS: A. Record Drawings: 1. Prepare an accurate as -built drawl ig as installation proceeds to be submitted prior to final inspection. Drawing shall include: a. Detail and dimension changes made during construction. b. Significant details and dimens ons not shown in original Bidding Documents. 2. Maintain, at job site, one copy of C ntract Documents (as defined in General Conditions) and relevant shop drawings. 3. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of the Landscape Architect and Owner. 4. As -built drawing shall be clearly drawn. 5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. 6. Final payment for system will not be authorized until accurate and complete submittals are delivered to the Landscape Architect. B. Instruction Manual: 1. Provide instruction manual which Ii is complete instructions for system operation and maintenance. 1.5 PRODUCT STORAGE: A. During construction and storage, protect materials from damage and prolonged exposure to sunlight. 1.6 WARRANTY: A. Standard one (1) year warranty stipulated in General Conditions shall include: 1. Completed system including parts and labor. 2. Filling and repairing depressions aid replacing plantings due to settlement of irrigation trenches for one (1) year following final acce tance. 3. System adjustment to supply prop r coverage to areas to receive water. 2.0 PRODUCTS: B. Installation of Plastic Pipe: 1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by Manufacturer. 2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18") inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches based on finish grade. 3. Install pipe and wires under driveways or parking areas in specified sleeves a minimum of eighteen (18") inches below finish grade or as shown on Drawings. 4. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads immediately adjacent to mowing strips, walks or curbs shall be one (1 ") inch below top of mowing strip, walk or curb and have a minimum of one (1 ") inch clearance between head and mowing strip, walk or curb. 5. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain approval of Landscape Architect prior to proceeding with work. 6. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will result. 7. Make solvent weld joints in the following manner: a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to each. b. Apply uniform coat of 711 solvent to outside of pipe. c. Apply solvent to fitting in similar manner. d. Reapply a light coat of solvent to pipe and quickly insert into fitting. e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe is inserted to full depth of fitting socket. f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint. g. Wipe off solvent appearing on outer shoulder of fitting. h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the inside of pipe. i. Allow joints to set at least 24 hours before applying pressure to PVC pipe. 8. Tape threaded connection with teflon tape. 9. Install concrete thrust blocks wherever change of direction occurs a PVC main pressure lines unless otherwise detailed on Drawings. C. Control Valves and Controller: 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations and according to applicable electrical code. D. Sprinkler Heads: 1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush out system. 2. Set sprinkler heads perpendicular to finish grade. 3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade. 3.3 ADJUSTMENT AND CLEANING: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. C. Adjust watering time of valves to provide proper amounts of water to all plants. 3.4 DEMONSTRATION: A. After system is installed and approved, instruct Owners Representative in complete operation and maintenance. END OF SECTION GLOBE VALVE - STANDARD INSTALLATION IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN TAKE OFF 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be UL listed, color coded copper conductor direct burial size 18. Tape control wire to bottom of main line every ten (10') feet. Use KINGBLACK waterproof wire connectors. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawir gs. B. Automatic Controller: 1. Rain Bird ESP7m. 3.0 EXECUTION: 3.1 PREPARATION: A. Protection: 1. Work of others damaged by this Section during course of its work shall be replaced or repaired by original installer at this Section's expense. 3.2 INSTALLATION: A. Trenching and Backfilling: 1. Over -excavate trenches by two (2 ) inches and bring back to indicated depth by filling with fine, rock -free soil or sand. 2. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. Crawford irrigation Design, Inc. IRRIGATION C>ESIhGN A 4c> CONSULTATION SEF=iVICES Edgewater, F=lorid EMAIL= cid�atlantic_net Tel= (380) 424-0027 F=ax= (866) 654-2902 I JLI� -KIGA, ION DE TAILS I_wl U LEw & CHE"i � r Luw LATERAL LINE GRAVEL ° ELECTRIC VALVES COMMERCIAL CONTROLLER - SEE MANUAL FOR WALL MOUNTING INSTRUCTIONS, ALL WIRING TO BE INSTALLED AS AS PER LOCAL CODES JUNCTI❑N BOX CONDUIT FOR CONTROL AND COMMON OF DIRECT BURIAL WIRES TO REMOTE CONTROL VALVES - EXTEND CONDUIT 6" OUT FROM FACE OF WALL CONDUIT FOR 120 VOLT WIRE FROM POWER SOURCE NOTE: A 5/8X8' COPPER GROUNING ROD WITH #6 BARE COPPER WIRE IS TO BE INSTALLED OUTSIDE BLDG TO PROVIDE EARTH GROUNDING ON THE CONTROLLER. 15 OHMS OR LESS WILL BE REQUIRED FOR ACCEPTANCE. 4' MIN, CLEARENCE PAVING SLEEVES DITCH NOTES - 1. ALL PVC IRRIGATION SLEEVING TO BE SCH 40. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER SLEEVE TO 24' MIN. ABOVE FINISH GRADE. 4,MECHANICALLY TAMP TO 95% PROCTOR. IRRIGATInN SLEEVING 6" _ f MIN. EDGE OF PAVING OR ;E OF WALL ISH GRADE HEAD FLUSH WITH ISH GRADE :UB POP-UP SPRAY 0 FLEX HOSE OR .NO PIPE STREET ELL OR _E BARBED ELBOW ERAL LINE WITH TEE OR ELL STREET ELL OR MALE BARBED ELBOW SHRUB HERD POP-UP SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH 12" 12" 18"6 18" 12'` 20"6 RUN WIRING UNDER MAINLINE, TAPE AND BUNDLE AT 10' O.C. PLAN VIEW ALL PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTI❑N OF 300 UNTIE AFTER ALL C❑NNECTI❑NS HAVE BEEN MADE, NOTE: SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN. PIPE & WIRE TRENCHING FiEVISEC) �E8CFtIPT1ON DATE C 700 01) 01 ZNU QUI (�Z ZQ0 UCO -�,0 ZZ . go W� 1.1..1 1 N F3N W -Q BYO W QQ� 1110 UJ 11ZJ Q-> Z 0001 Y Qr.Q JNA 2.1 PIPE, PIPE FITTINGS, AND CONNECTIO S: SYMBOL MAN UfACTURER/MODEUDE5CRIPTION - QTY A. Pipe shall be continuously and german ntly marked with Manufacturer's name, size, schedule, type, Rain Bird I OOHVF in 10" Valve box 8 and working pressure. B. Pipe: � / gF Wilkins 975XL I " Backflow Preventer I 1. Pressure Lines: as indicated on plans. © Rain Bird ESP I OM with LNKWIFI 1 2. Lateral Lines: as indicated on plans. A 3. Risers: sch. 80 PVC, gray Q Rain Bird WR2 Wireless Rain Sensor I C. Fittings: � 1. Schedule 40 PVC. W M Water Meter 4' 1 D. sleeving: W MOIST TIGHT Schedule 40 PVC. � � W Irrigation Lateral Line: PVC Class 160 1,700 Lf, � W MAIN LINE CONNECTORS -- -- Irrigation Mainline: PVC 1- 114" Schedule 40 240 Lf. 2.2 SPRINKLER HEADS: 2.2 O 0-4 E-+ A. Conform to requirements shown on Dr wings as to type, radius of throw, pressure, and discharge. I - - Irrigation Sleeve: PVC Schedule 40 80 Lf. H LTH IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN TAKE OFF 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be UL listed, color coded copper conductor direct burial size 18. Tape control wire to bottom of main line every ten (10') feet. Use KINGBLACK waterproof wire connectors. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawir gs. B. Automatic Controller: 1. Rain Bird ESP7m. 3.0 EXECUTION: 3.1 PREPARATION: A. Protection: 1. Work of others damaged by this Section during course of its work shall be replaced or repaired by original installer at this Section's expense. 3.2 INSTALLATION: A. Trenching and Backfilling: 1. Over -excavate trenches by two (2 ) inches and bring back to indicated depth by filling with fine, rock -free soil or sand. 2. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. Crawford irrigation Design, Inc. IRRIGATION C>ESIhGN A 4c> CONSULTATION SEF=iVICES Edgewater, F=lorid EMAIL= cid�atlantic_net Tel= (380) 424-0027 F=ax= (866) 654-2902 I JLI� -KIGA, ION DE TAILS I_wl U LEw & CHE"i � r Luw LATERAL LINE GRAVEL ° ELECTRIC VALVES COMMERCIAL CONTROLLER - SEE MANUAL FOR WALL MOUNTING INSTRUCTIONS, ALL WIRING TO BE INSTALLED AS AS PER LOCAL CODES JUNCTI❑N BOX CONDUIT FOR CONTROL AND COMMON OF DIRECT BURIAL WIRES TO REMOTE CONTROL VALVES - EXTEND CONDUIT 6" OUT FROM FACE OF WALL CONDUIT FOR 120 VOLT WIRE FROM POWER SOURCE NOTE: A 5/8X8' COPPER GROUNING ROD WITH #6 BARE COPPER WIRE IS TO BE INSTALLED OUTSIDE BLDG TO PROVIDE EARTH GROUNDING ON THE CONTROLLER. 15 OHMS OR LESS WILL BE REQUIRED FOR ACCEPTANCE. 4' MIN, CLEARENCE PAVING SLEEVES DITCH NOTES - 1. ALL PVC IRRIGATION SLEEVING TO BE SCH 40. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER SLEEVE TO 24' MIN. ABOVE FINISH GRADE. 4,MECHANICALLY TAMP TO 95% PROCTOR. IRRIGATInN SLEEVING 6" _ f MIN. EDGE OF PAVING OR ;E OF WALL ISH GRADE HEAD FLUSH WITH ISH GRADE :UB POP-UP SPRAY 0 FLEX HOSE OR .NO PIPE STREET ELL OR _E BARBED ELBOW ERAL LINE WITH TEE OR ELL STREET ELL OR MALE BARBED ELBOW SHRUB HERD POP-UP SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH 12" 12" 18"6 18" 12'` 20"6 RUN WIRING UNDER MAINLINE, TAPE AND BUNDLE AT 10' O.C. PLAN VIEW ALL PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTI❑N OF 300 UNTIE AFTER ALL C❑NNECTI❑NS HAVE BEEN MADE, NOTE: SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN. PIPE & WIRE TRENCHING FiEVISEC) �E8CFtIPT1ON DATE C 700 01) 01 ZNU QUI (�Z ZQ0 UCO -�,0 ZZ . go W� 1.1..1 1 N F3N W -Q BYO W QQ� 1110 UJ 11ZJ Q-> Z 0001 Y Qr.Q JNA ORAWN BY: r->_.J.L_ CHECKEO BY: G_J_L. JOB NUMBER: 1 -72002 -LS SHEET NO. LS 6.1 DATE: 02/26/18 O 1� V nW H 46 A E...,W��; � W W � � W E-+ CrJ � W � � W � W V1 O O 0-4 E-+ H i--�1 ORAWN BY: r->_.J.L_ CHECKEO BY: G_J_L. JOB NUMBER: 1 -72002 -LS SHEET NO. LS 6.1 DATE: 02/26/18 IRRIGATION SCHIfDULE SYMBOL MANUFACTURER/MODEL QTY ARC P51 GPM RADIUS 0 Rain Bird 1806-PR5 10 Series MPR 10 180 30 0.79 10' 14 Rain Bird 1806 -PRS 10 Series MPR 1 90 30 0.39 10' 14 Rain Bird 18OG-PRS 12 Series MPR 1 90 30 0.65 12' m Rain Bird 180G -PRS 12 Series MPR 2 120 30 0.87 12' © Rain Bird 1806 -PRS 10 Series VAN I Adj 30 10' Rain Bird 18 1 2-PR5 15 Strip Series I EST 30 O.G I 4'x 15' Rain Bird 181 2-PR5 15 Strip Series 13 LC5 30 0.49 4'x 15' 4 Rain Bird 1 81 2 -PRS 15 Strip Series 4 RCS 30 0.49 4'x 15' 4 Rain Bird 18 1 2-PR5 15 Strip Ser es 10 55T 30 1 .2 1 4'x30' Rain Bird 181 2-PR5 5 Series MPR G 90 30 0.10 5' m Rain Bird 181 2-PR5 8 Series MPR 12 180 30 0.52 8' Rain Bird 18 1 2-PR5 8 Series MPR 7 90 30 0.2G 8' Rain Bird 181 2-PR5 8 Series MPR 2 120 30 0.35 8' Rain Bird 181 2-PR5 10 Series MPR 3 180 30 0.79 10' 0 Rain Bird 16 1 2-PR5 10 Series MPR 3 90 30 0.39 10' P--1 Rain Bird 16 1 2-PR5 12 Series MPR 3 90 30 O.G5 12' Rain Bird 18 1 2 -PRS 12 Series HE VAN 5 Add 30 12' n Rain Bird 181 2-PR5 4 Series VAN 4 Add 30 4' .^. Rain Bird 181 2-PR5 G Series VAN 9 Adj 30 G' 0 Rain Bird 16 1 2-PR5 8 Series VAN 25 Add 30 8' O Rain Bird 18 1 2-PR5 10 Series VAN 10 Add 30 10, Rain Bird 181 2-PR5 15 Strip Series 9 LC5 30 0.49 4'x 15' Rain Bird 181 2-PR5 15 Strip Ser es 8 RCS 30 0.49 4'x 15' Rain Bird 181 2-PR5 15 Strip Series 2 55T 30 1 .2 1 4'x30' �! Rain Bird 1806 -NSI with MP 1000 2 210-270 40 14' U Rain Bird 180G -N51 with MP 1000 7 90-210 40 14' Rain Bird 18OG-NSI with MP2000 1 210-270 40 19, tiDK Rain Bird 180G -N51 with MP2000 7 90-210 40 19, Rain Bird 180G -NSI with MP3000 3 90-210 40 30' M Rain Bird 1806-N5I with MP8005P' I Adj 40 10' QT Rain Bird 1(50G -NSI with MP Corn(.r 2 Adj 40 13' ® Rain Bird 18 1 2 with MP Strip I RCS 40 0.22 5'x 15' Rain Bird 181 2 with MP2000 2 210-270 40 19, Rain Bird 181 2 with MP2000 2 90-210 40 19' iso Rain Bird 16 1 2 with MP3000 2 90-210 40 30' ® Rain Bird 181 2 with MP Strip 2 RCS 40 0.22 5'x 15' Rain Bird 1612 with MP Strip 2 55T 40 0.44 5'x30' 8 Rain Bird 1401 bubbler 3 3GO 30 0.25 1' 13 Two Rain Bird 1401 bubbler 25X2 3GO 30 0.50 1' SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY Rain Bird I OOHVF in 10" Valve box 9 BF Wilkins 975XL I " Backflow Preventer 1 © Rain Bird ESP I OM with LNKWIFI I Rain Bird WK2 Wireless Rain Sensor 1 Water Meter 4" Irrigation Lateral Line: PVC Class I GO 2, 100 Lf. - - Irrigation Mainline: PVC 1 -1 /4" Schedule 40 240 l.f. - Irrigation Sleeve: PVC Schedule 40 80 Lf. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN TAKE OFF UNDERGROUND IRRIGATION SPECIFICATIONS 1.0 GENERAL 1.1 SUMMARY: Includes but not limited to: A. Furnishing and installing sprinkler system as described in Contract Documents complete with accessories necessary for proper functioning. 1.2 SYSTEM DESCRIPTION: A. Design Requirements: 1. Layout of Irrigation Heads: a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as is required to achieve full, even coverage without spraying onto buildings, sidewalks, fences, etc. b. During layout, consult with Landscape Architect to verify proper placement and make recommendations, where re isions are advisable. 1.3 QUALITY ASSURANCE: A. Regulatory Requirements: 1. Work and materials shall be in ac ordance with latest rules and regulations, and other applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to these codes. B. Pre -Installation Conference: 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements prior to commencing work of this Section. C. System Adjustments: 1. Minor adjustments in system will a permitted to avoid existing fixed obstructions. 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be with landscape area. Mainline, laterals and valves to be installed as far away from existing and new specimen trees as possible. D. 1. Documentation and submittal of actual water supply performance prior to commencing installation. 1.4 SUBMITTALS: A. Record Drawings: 1. Prepare an accurate as -built drawing as installation proceeds to be submitted prior to final inspection. Drawing shall include: a. Detail and dimension changes made during construction. b. Significant details and dimen ions not shown in original Bidding Documents. 2. Maintain, at job site, one copy of ontract Documents (as defined in General Conditions) and relevant shop drawings. 3. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of the Landscape Architect and Owner. 4. As -built drawing shall be clearly drawn. 5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. 6. Final payment for system will not be authorized until accurate and complete submittals are delivered to the Landscape Archi ect. B. Instruction Manual: 1. Provide instruction manual which lists complete instructions for system operation and maintenance. 1.5 PRODUCT STORAGE: A. During construction and storage, protE ct materials from damage and prolonged exposure to sunlight. 1.6 WARRANTY: A. Standard one (1) year warranty stipulated in General Conditions shall include: 1. Completed system including parts and labor. 2. Filling and repairing depressions nd replacing plantings due to settlement of irrigation trenches for one (1) year following final acc aptance. 3. System adjustment to supply proper coverage to areas to receive water. 2.0 PRODUCTS: 2.1 PIPE, PIPE FITTINGS, AND CONNECTIC A. Pipe shall be continuously and perma and working pressure. B. Pipe: 1. Pressure Lines: as indicated on F 2. Lateral Lines: as indicated on pla 3. Risers: sch. 80 PVC, gray C. Fittings: 1. Schedule 40 PVC. D. Sleeving: 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on I 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and t) B. Control wire shall be UL listed, color bottom of main line every ten (10') fe 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Dra' B. Automatic Controller: 1. Rain Bird ESP7m. 3.0 EXECUTION: 3.1 PREPARATION: A. Protection: 1. Work of others damaged by this by original installer at this Sectic 3.2 INSTALLATION: A. Trenching and Backfilling: 1. Over -excavate trenches by two rock -free soil or sand. 2. Cover pipe both top and sides A no case shall there be less than marked with Manufacturer's name, size, schedule, type, as to type, radius of throw, pressure, and discharge. indicated on Drawings. led copper conductor direct burial size 18. Tape control wire to Use KINGBLACK waterproof wire connectors. ngs. -tion during course of its work shall be replaced or repaired expense. inches and bring back to indicated depth by filling with fine, two (2") inches of material specified in paragraph above. In (2") inches of rock -free soil or sand surrounding pipe. B. Installation of Plastic Pipe: 1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by Manufacturer. 2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18") inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches based on finish grade. 3. Install pipe and wires under driveways or parking areas in specified sleeves a minimum of eighteen (18") inches below finish grade or as shown on Drawings. 4. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads immediately adjacent to mowing strips, walks or curbs shall be one (1 ") inch below top of mowing strip, walk or curb and have a minimum of one (1 ") inch clearance between head and mowing strip, walk or curb. 5. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain approval of Landscape Architect prior to proceeding with work. 6. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will result. 7. Make solvent weld joints in the following manner: a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to each. b. Apply uniform coat of 711 solvent to outside of pipe. c. Apply solvent to fitting in similar manner. d. Reapply a light coat of solvent to pipe and quickly insert into fitting. e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe is inserted to full depth of fitting socket. f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint. g. Wipe off solvent appearing on outer shoulder of fitting. h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the inside of pipe. i. Allow joints to set at least 24 hours before applying pressure to PVC pipe. 8. Tape threaded connection with teflon tape. 9. Install concrete thrust blocks wherever change of direction occurs a PVC main pressure lines unless otherwise detailed on Drawings. C. Control Valves and Controller: 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations and according to applicable electrical code. D. Sprinkler Heads: 1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush out system. 2. Set sprinkler heads perpendicular to finish grade. 3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade. 3.3 ADJUSTMENT AND CLEANING: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. C. Adjust watering time of valves to provide proper amounts of water to all plants. 3.4 DEMONSTRATION: A. After system is installed and approved, instruct Owners Representative in complete operation and maintenance. Crawford I gation Design, Inc. IRRIGATION �ES�GN AND CONSULTATION SERVICES Rdgewater, Florid EMAIL= cid�atlantic_net Tel= (386) 424-00'27 Rax= (866) 654-2902 IRRIGA & UHEDULE END OF SECTION GLOBE VALVE - STANDARD INSTALLATION M GHT T❑RS � . o r Luw LATERAL LINE GRAVEL ° ELECTRIC VALVES COMMERCIAL CONTROLLER - SEE MANUAL FOR WALL MOUNTING INSTRUCTIONS, ALL WIRING TO BE INSTALLED AS AS PER LOCAL CODES JUNCTI❑N BOX CONDUIT FOR CONTROL AND COMMON OF DIRECT BURIAL WIRES TO REMOTE CONTROL VALVES - EXTEND CONDUIT 6" OUT FROM FACE OF WALL CONDUIT FOR 120 VOLT WIRE FROM POWER SOURCE NOTE: A 5/8X8' COPPER GROUNING ROD WITH #6 BARE COPPER WIRE IS TO BE INSTALLED OUTSIDE BLDG TO PROVIDE EARTH GROUNDING ON THE CONTROLLER. 15 OHMS OR LESS WILL BE REQUIRED FOR ACCEPTANCE. 4' MIN. CLEARENCE PAVING SLEEVES DITCH NOTES - 1. ALL PVC IRRIGATION SLEEVING TO BE SCH 4a 2. ALL .AUNTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER SLEEVE TO 24' MIN. ABOVE FINISH GRADE. 4.MECHANICALLY TAMP TO 95% PROCTOR IRRIGATION SLLL`JING 6" f MIN,y EDGE OF PAVING OR :E OF WALL ISH GRADE HEAD FLUSH WITH ISH GRADE ?UB POP-UP SPRAY aD FLEX HOSE OR :NG PIPE STREET ELL OR _E BARBED ELBOW ERAL LINE WITH TEE OR ELL STREET ELL OR MALE BARBED ELBOW SHRUB HEAD PEP -UP SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH 12" 12" 20" jv� j\V� 18" J 18" \� 12" I RUN WIRING UNDER MAINLINE, TAPE AND BUNDLE AT 10' D.C. PLAN VIEW ALL PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° UNTIE AFTER ALL C❑NNECTI❑NS HAVE BEEN MADE. NOTE: SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN. PIPE & WIRE TRENCHING FtEVISEC� 1:>E8CRIP'TION 01ATE r Zm0 W ao M 01 ZNZ FSI a III (A X Z 0U.0) ti"W Z ZO 00 WL W 1 (n N 0 WQ4i IFS BYO W < <LL Ill 0 iu IL Q9z 0�0 Z00 JNA ORAWN BY: CHECKED BY: G.J.L. .JOB NUMBER: 1_72002 -LS SHEET L =1 U 14 ul C Q w E-+ CD � 0 P--1 h ORAWN BY: CHECKED BY: G.J.L. .JOB NUMBER: 1_72002 -LS SHEET L =1 IRRIGATION DETAILS EDGE OF OR CURB ❑F�(�I IDS S WALK WHERE 6" MAX. SET HEAD FLUSH WITH FINISH GRAD S600/S AND 570 SERI --S LAWN HEADS SPECIFIED = STAKE ~ � 3 W z STAINLESS STEE-L--�\\\\\\\ Q CLAMP H Ri 570 SERIES SHRUB HEAD Crawford Irrigation Destgn, Inc. IRRIGATION EZ>F=SIGN AND CONSULTATION SEEEFRVICE-=S Rclgewater, Rloricla Tel= (38E3) 424-0027 RMAIL= ci(=lmatlantic_net Rax: (8E5C>) 654-2S)02 REVISEo 1:>68CRIPTION SATE ff WNBY: J_L. CHECKED BY: G.J.L. JOB NUMBER: '1_72002 -LS SHEET NO. LS 6.2 GATE: 02/26/18 EDGE OF WALK OR CURB WHERE 1mlr.T.mi. S 6" MAX, SET HEAD FLUSH WITH FINISH GRAD 5600'S AND 5/0 SERIES LAWN HEADS SPECIFIED = STAKE V 3 c� f -- W z STAINLESS STEE-t-�\\\\\���OO Q J CAMP °- It A H 570 SERIES SHRUB HEAD Crawford irrigation Design) lnc,, IRRIGATION [ >E-ESIGN AND CONSULTATION SEEERVICE-=S E=clo4awater, Rloricla EMAIL= ciclmatlaLntic_net Tel= (386) 424-0027 f-1 A� r-' 1-7, � Rax= (8E5E5) E554-2902 REvIsEr-> PE8CRIRTION PATE Z(4 o0o OD 0) ZNU DW W 0)X 0iLw ONO ZZ 00 Wa 0 W 1 IcNq (n N 0 WRQ Q IFS 0Y� W W W �QJ (02m Goo) Zo0 JNA DRAWN BY: D.J.L. CHECKEO BY: G_.J.L_ JOB NUMBER: 1720O2 -LS SHEET NO. L OA -TE: 08/18/17 IRRIGATION SPECIFICATIONS PART 1 PRODUCTS 1.01 WORK INCLUDES A. The work covered by this Section includes furnishing all labor, equipment, and materials required to furnish and install an underground sprinkler system as specified herein and shown on the Drawings. B. The extent of the work is shown on the Drawings. In this bid, the Irrigation Contractor shall confirm all material and and product quantities shown on the Drawings. C. The Irrigation Contractor shall completely familiarize himself with the site conditions and the requirements of the Contract prior to bidding the work in this Section. D. All work specified in this Section shall be performed by a qualified Licensed Irrigation Contractor. E. All work and materials shall be in accordance with applicable codes. F. The Irrigation Contractor shall alert the Landscape Contractor of all line and head locations. The Landscape Contractor shall use due caution so the Irrigation System is not damaged during landscape installation operati landscape operation. G. The Irrigation Contractor is required to install, adjust, and maintain his finished work at his expense. 1.02 RELATED WORK UNDER SEPARATE CONTRACT A. Electrical stub -out for irrigation controller. B. Water tap and stub -out for irrigation system. C. Installation of water meter. 1.03 REFERENCE STANDARDS A. Two sets of operation and maintenance instructions shall be submitted to the Owner. B. After completion of the piping installation, the Irrigation Contractor shall submit three sets (3) of as -built record drawings showing all sprinkler heads, valves, drains, pipelines and control wiring drawn to scale with dimensions where required. These drawings shall be on reproducible mylar. 1.04 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. All work and materials shall be in full accordance with the latest rules and regulations of safety orders of Division of Industrial Safety; the Uniform Building Code and other applicable laws or regulations, including any local Plumbing Code. 2. Should the Contract documents be at variance with the aforementioned rules and regulations, notify Owner's Landscape Architect for instruction before proceeding with work affected. B. Testing: 1. Preliminary review of completed installation will be made prior to backfilling of trenches and during hydrostatic testing. 2. Final review shall be made in conjunction with the final review of lawn, shrub, and tree planting. C. Permits and Inspections: 1. Any permits for the installation or construction of any work included under this contract, which are required by any of the legally constituted authorities having jurisdiction, shall be obtained and paid for by the Contractor, each at the proper time. 2. The Contractor shall also arrange for and pay all costs in connection with any inspection and examination required by these authorities. 1.05 SUBMITTALS: A. Certificate of Qualification: Prior to bid acceptance, submit certification of installer's experience identifying a minimum of four (4) previous projects with names of Owners and Landscape Architects to Owner's Landscape Architect for approval B. Record Drawings: The Contractor shall maintain one record set of blue line prints of the sprinkler system in good condition at the site and mark on them "Record". The Contractor shall make a daily record of all work installed during each day. Plans shall indicate the location of check valves, gate valves, wire locations, head layout, automatic valves, quick couplers. All irrigation and drainage, piping, etc., shall be shown on the prints. Location should be shown by the triangular system of measurements from easily identified permanent features, such as building, curbs, fences, walks, etc. Drawings shall show approved substitution, if any, of material including Manufacturer's name and catalogue number. Upon completion all information noted on the prints shall be transferred to a reproducible mylar by the Contractor. Drawings shall be to scale and all information shall be recorded in a neat, orderly way. 1. At the time of the irrigation mainline test, the Contractor shall provide a preliminary set of "Record" drawings to the Owner's Construction Representative. 2. On or before the date of final inspection, the Contractor shall deliver one (1) reproducible "Record" drawings to the Owner and the Owner's Construction Representative. The delivery of the prints shall not relieve the Contractor of the responsibility of furnishing required information that may have been ommited. C. Substitutions: 1. The Contractor shall use materials as specified on the irrigation plan. Material other than that specified will be permitted only after written application by Contractor and written approval by Owner's Landscape Architect ten (10) days prior to bid opening. 2. Substitutions will only be allowed when in the best interest of the Owner. 3. The installation of any approved substitution is the Contractor's responsibility. Any changes required for installation of any approved substitution must be made to the satisfaction of the Owner's Construction Representative and without additional cost to the Owner. 1.06 JOB CONDITIONS A. Examination of the site:The bidder acknowledges that he has examined the site, plans, and specifications, and the submission of a quotation shall be considered evidence that examinations have been made. B. Field Conditions: 1. The Contractor shall verify drawing dimensions with actual field conditions and inspect related work and adjacent surfaces. The Contractor shall report to the Owner's Construction Representative all conditions which prevent proper execution of his work. 2. The exact location of all existing utilities, structures, and underground utilities, which may not be indicated on the drawings, shall be determined by the Contractor, and he shall conduct his work so as to prevent interruption of service or damage to them. The Contractor shall protect existing structures and utility services and be responsible for their replacement if damaged by him. 3. The Contractor shall verify the correctness of all finish grades within the work area to insure the proper soil coverage of the sprinkler system pipes. C. Coordination: 1. The Irrigation Contractor shall coordinate the schedule of his activities with the Owner's Construction Representative prior top commencing operations. 2. The Irrigation Contractor shall familiarize himself with other work and shall coordinate his activities with those of other Contractors in or adjacent to landscape work areas. 3. The Irrigation Contractor shall give notice to and obtain approval from the Owner's Construction Representative prior to proceeding with any site work covered under this contract. D. Discrepancies and Unsuitable Conditions: 1. Prior to the start of any operation, the Irrigation shall inspect the site to determine its suitability for the work under this Contract. In addition, the Contractor shall verify that the work of other Contractors is sufficiently complete to permit the work under this Contract to be started properly. 2. The Irrigation Contractor shall notify the Owner's Construction Representative of any discrepancies or unsatisfactory conditions and shall not commence operations until they have been corrected. 1.07 MATERIALS STORAGE AND CLEAN-UP A. The Contractor shall keep the premises free from rubbish and all debris at all times and shall arrange his material storage so as not to interfere with the operation of the project. All unused materials, rubbish, and debris shall be removed from the site. 1.08 COMPLETION AND ACCEPTANCE A. The completion of the contract will be accepted and Notice of Completion recorded only when the entire contract is completed to the satisfaction of the Owner's Construction Representative. B. Within ten (10) days of the Contractor's notification that the installation is complete, Owner's Construction Representative will inspect the installation and, if final acceptance is not given, will prepare a "punch list" C. Final Acceptance: Work under this section will be accepted by Owner's Construction Representative upon satisfactory completion of all work including "punch list" items. 1.09 WARRANTY A. The entire sprinkler system will be unconditionally guaranteed by the Contractor as to material and workmanship, including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of work and he hereby agrees to repair or replace any such defect occurring within that year at his expense. B. It shall be the Irrigation Contractor's responsibility to insure complete coverage as specified herein of the areas to be irrigated. During the warranty period the Irrigation Contractor shall make any adjustments as necessary to maintain proper coverage. C. If, within one year from the date of completion, settlement occurs, and adjustments in pipes, valves and sprinkler heads, lawn areas or paving are necessary to bring the system, grade, or paving to the proper level of the permanent grades, the Contractor, as part of the work under this contract, shall make all adjustments without extra cost to the Owner, including restoration of all damaged planting, paving, or other improvements of any kind. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10)calendar days of receipt of written notice from owner. When the nature of the repairs as determined by the Owner constitute on emergency (e.g. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Form of Guarantee: Guarantee shall be submitted on Contractors own letterhead as follows: FORM OF: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs snd charges therefore upon demand. ,OJECT: CATION: IGNED: DDRESS: HONE: C. After the system has been completed, the Contractor shall instruct owner's authorized representative in the operation and maintenance of the system and shall furnish a complete set of operating and maintenance instructions. 1.10 OPERATION AND MAINTENANCE - IRRIGATION SYSTEM A. Operation of the irrigation system shall be confined to the hours and days as shown on the watering schedule. B. mportant: It is the Landscape Contractor's responsibility to determine water application rates and timer cycling. The Irrigation contractor will instruct the Landscape Contractor on the operation and programming of the controller and ill assist the Landscape Contractor as necessary in such operations throughout the one year maintenance period. Any adjustments, repairs, etc., other than programming are he total responsibility of the Irrigation contractor. PART 2 PRODUCTS 2.01 MATERIALS A. kII materials to be incorporated in this system shall be new and without flaws or defects and of quality and performance as specified and meeting the requirements of this system. 2.02 WATER METERS (IF USED) A. Water Meter to be provided by those indicated. B. Shall be provided and installed by the local water district in accordance with their requirements, Cost will be paid by the Irrigation Contractor. 2.03 13ACKFLOW PREVENTER A. To be provided by the Irrigation Contractor. B. tall meet all local codes and incorporate insulation stem. 2.04 A. All piping shall be from virgin parent material. The pipe shall be homogenous throughout and free from visible cracks, holes, foreign materials, blisters, deleterious wrinkles, and dents, All pipe shall be National Sanitation Foundation (NSF) approved. B. Piping on pressure side of irrigation control valves: 1. Shall be Polyvinyl Chloride (PVC) 1120 with a minimum class rating of 200, sized to maintain a flow velocity of less than five feet (5') per second (FPS). 2. Type I, Grade I, Pressure Rated Pipe. 3. Materials shall meet the requirements set forth in ASTM D -1784-60T, ASTM D 2241 and ASTM D 3139. 4. Outside diameter of pipe shall be the same size as iron pipe. 5. Pipe shall be marked at intervals (not to exceed 5') with the following information: Manufacturer's name or trade mark, nominal pipe size, schedule, PVC type and grade (i.e. PVC 1120), SDR rating class, working pressure at 73 degrees F,and (NFS) approval. 6. PVC Type I shall not be threaded. 7. Caution should be utilized in handling Type I pipe due to the possibility of cracking or splitting when dropped or handled carelessly. 8. When connection is plastic to metal, male adapters shall be used. The male adaptor shall be hand tightened, plus one turn with a strap wrench. C. Piping on non -pressure side of irrigation control valves shall be: Polyvinyl Chloride (PVC): 1120 with a minimum class rating of 160 psi., NIPS approved, sized to maintain a flow velocity of less than five feet (5') per second (FPS) D. Pipe for sleeving: High impact pipe, polyvinyl chloride (PVC) 2110, minimum Schedule 40. 2.05 SOLVENT A. Solvent for PVC Pipe: Shall be #710 clear NSF approved as manufactured by Weld -On or approved equal. 2.06 ITTINGS A. Fittings for Solvent -Weld PVC Pipe: Schedule 40 or 80, polyvinyl chloride (PVC),Type I, to meet ASTM D2466-73 and D-2467-73 NSF approved. B. Threaded PVC nipples shall be Schedule 80. 2.08 QUICK COUPLING VALVES (where applicable) A.'Valve and key shall be one inch (1"). B. urnish two valve keys fitted with one inch (1") swivel hose ells. C. All quick coupling valve keys and hose swivels shall be of he same manufacturer as the quick couplers. 2.09 VALVE BOXES A. To be injection -molded of polyesters and fibrous inorganic emperature resistant components. Box to be black and meteck, Sheboygen, WI B. For Remote Control Valve: Shall be rectangular in shape with a locking lid and sized to provide adequate clearance 0 operate and service valve. VP -12 C. For Shut -Off Valves and Quick Coupler Valves: Shall be the same as for the remote control valve. 2.11 SPRINKLER HEADS A. All sprinkler heads shall be pop-up type heads as specified on the plans. B. Spray nozzles for sprinkler heads, if required, shall be of the same manufacturer as the sprinkler- head. 2.12 AUTOMATIC CONTROLLER A. A fully automatic controller must have the following features and be of the make and model as specified on specified on the drawings. 2.13 RAIN SHUT-OFF DEVICES A. Shall be provided on each project. Acceptable models and manufacturer listed below: Rainbird, Rain -Check Mini Clik 2.14 ELECTRIC CONDUIT AND FITTINGS (where applicable) A. Underground plastic conduit: Class III, FS W- C1094. 2.15 CONTROL WIRE A. Wire: Solid copper wire, U.L. approved for direct burial in ground. Minimum gauge: #14 UF. Common ground wire shall be white. 2.16 SPLICING MATERIALS A. Splicing materials: 3M Direct Bury (DBY) or (DBR) splice kits by 3M Corporation, Austin, Texas. 2.17 REMOTE CONTROL VALVES A. Remote controlled valves shall be electrically operated, normally closed, 24 volt AC, 1 Ampere, constructed of corrosion resistant cycolac and stainless steel, capable of manual operation, and shall be self -flushing. The valve shall have a throttling device for system balancing and shall comply with all code and permitting requirements and be of the size and type as specified on the drawings. PART 3 EXECUTION 3.01 GENERAL A. The Irrigation Contractor shall carefully schedule his work with the Landscape Contractor and all other site developments. B. No consideration will be given to any design changes. Should any changes be deemed necessary after award of contract, for proper installation and operation of the system, such changes shall be negotiated by the Owner's Construction representative. C. Lay out work as accurately as possible to drawings. Drawings are diagrammatic to the extent that swing joints (QVC), offsets and all fittings are not shown. D. Full and complete coverage is required. Contractor shall make any necessary minor adjustments to layout as required to achieve full coverage of irrigated areas at no additional cost to the Owner. E. Where piping is shown on Drawings to be under paved areas but running parallel and adjacent to planted areas, the intent is to install piping in planted area. Do not install directly over another line in same trench. F. It shall be the Contractor's responsibility to establish the location of all sprinkler heads in order to assure proper coverage of all areas. In no case shall spacing of sprinkler heads exceed distances shown on the drawings and/or those specified. PIpe sizes shall conform to those on the drawings. No substitution of smaller pipe sizes will be permitted, but substitution of larger sizes may be approved. All pipe damaged or rejected because of defects shall be removed from the site at the time of said rejection. 3.02 TRENCHING A. Perform all excavations or required for installation of work included under this Section, including shoring of earth banks, if necessary. Restore all surfaces, existing undergroung installation, etc., damaged or cut as a result of the excavations, to their original condition. B. Should utilities not shown on the plans be found during excavations, Contractor shall promptly notify Owner's Construction Representative for instructions as to further action. Failure to do so will make Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities. Indicate such utility crossings on the record drawings promptly. C. Trenches shall be open, vertical sided construction wide enough to provide free working space around work installed and to provide ample space for backfilling and compacting. D. When two (2) pipes are to be placed in the same trench, a six inch (6") space is to be maintained between the the pipes. The Contractor shall not install two pipes with one directly above the other. E. Trenches located under paving shall be backfilled with sand (a layer six inches (6") below the pipe and three inches (3") above the pipe) and compacted in layers of 95% compaction, Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: * 12" over non -pressure lateral lines. * 18" over non -pressure lateral lines under paving. * 18" over control wires. * 18" over sprinkler main line. * 24" over sprinkler main line under paving. F. All laterals and mainline shall be sufficiently sloped to provide positive drainage through drain valves if used. G. The Contractor shall be held responsible for any damages caused by these operations and shall immediately repair or replace damaged parts. 3.03 BACKFLOW PREVENTION DEVICE A. To be provided by Irrigation Contractor. B. Shall be installed at location specified on in accordance to local codes and manufacturer's latest printed instructions. 3.04 PIPE LINE ASSEMBLY A. General: 1. Install pipes and fittings in accordance with manufacturer's latest printed instructions. 2. Clean all pipes and fittings of dirt, scales and moisture before assembly. 3. All pipe, fittings, and valves, etc. shall be carefully places in trenches. Interior of pipes shall be free from dirt and debris and when pipe laying is not in progress, open ends of pipe shall be closed by approved means. 4. All lateral connections to the mainline as well as other connections shall be made to the side of the mainline pipe. No connections to the top of the line shall be allowed. B. Solvent -Weld Joints for PVC Pipes: 1. Use solvents and methods recommended by pipe and solvent manufacturers. 2. Cure joint a minimum of one hour before applying any external stress on the piping and at least twenty four (24) hours before placing the joint under water pressure, unless otherwise specified by manufacturer. C. Threaded Joints for PVC Pipes: 1. Use Teflon tape on all threaded PVC fittings. 2. Use strap -type friction wrench only. Do not use metal -jawed wrench. 3. When connection is plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one turn with a strap wrench. D. Laying of Pipe: 1. Pipes shall be bedded in at least two (2") of finely divided material with no rocks or clods over one inch (1") diameter to provide a uniform bearing. 2. Pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. One additional foot per 100 feet of pipe is the minimum allowance for snaking. 3. Do not lay PVC pipe when there is water in the trench. 4. Plastic pipe shall be cut with PVC pipe cutters or hacksaw, or in a manner so as to ensure a square butt. Burrs at cut ends shall be removed prior to installation so that a smooth unobstructed flow will be obtained. 5. All plastic to plastic joints will be solvent weld joints or slip seal joints. All plastic pipe and fittings shall be installed as outlined and instructed by the pipe manufacturer,and it shall be the Contractor's responsibility to make arrangements with the pipe manufacturer for any field assistance that may be necessary. The Contractor shall assume full responsibility for the correct installation. E. PVC Sleeves and Electrical Conduit: 1. All PVC sleeves shall be a minimum of twice (2x) the diameter of the pipe to be sleeved with two inch (259) being the minimum size allowed. 2. All PVC control wire conduit shall be of sufficient size to hold the required quantity of control and common wires. F. Thrust Blocks: 1. Concrete thrust blocks must be provided on the thrust side of the mainline pipe wherever the pipe line: a. Is larger than 3" in diameter. b. Changes direction, as at tees or bends. e. Dead ends. d. Any other spot where thrust is to be expected. 2. See Detail Sheet for Thrust block details. 3.05 IRRIGATION CONTROL VALVES A. Install control valves in valve boxes grouping together where practical. Place no closer six inches (6") to walk edges, and 18" to building, and walls. B. Pressure regulating remote control valves shall be adjusted so that the most remote sprinkler heads operate at the pressure specified. C. Valves shall be installed as shown in details and in accordance with manufacturer's instructions and the specifications. 3.06 QUICK COUPLING VALVES (where applicable) A. Shall be set a minimum of twelve inches (12") from walks, curbs, or paved areas where applicable or as otherwise noted, Quick coupling valves shall be housed in valve boxes. B. Valves shall be installed on a three (3) elbow PVC Schedule 80 swing joint assembly as detailed on the drawings. 3.07 VALVE BOXES A. Valve boxes shall be set flush with finish grade in lawn areas and one half inch (1/2") above finish grade in ground cover and shrub bed areas. AMETECK VP -12 3.08 SPRINKLER HEADS A. All sprinkler heads within a zone shall have matched precipitation rates. B. All heads operating on one valve (zone) shall do so at the same pressure. C. Do not mix different types of heads within a zone. D. Place part -circle pop-up sprinkler heads six inches (6") from edge of adjacent walks, curbs, and mowing bands, or paved areas at time of installation. E. All sprinkler nozzles shall be adjusted for the proper radius and direction of spray pattern. Make adjustments where possible to prevent overspraying onto walks, pavement, or buildings. G. Sprinkler heads and quick coupling valves shall be set perpendicular to finished grade unless otherwise designated on the plans. H. Sprinkler heads shall be installed according to detail sheet. 3.11 AUTOMATIC CONTROLLER A. The automatic controller shall be installed at the approximate location shown on the plan. B. All local and other applicable codes shall take precedence in connecting the 110 volt electrical service to the controller. REVISEL7 PE9C FHF-rK:>N ATB r Z00 00 !� CD d! ZNU QUI WWW 0)X0 Q 0ILw U�p ZZ . go Wa 0 W 1 0 N �3C4 WRQ IFS frYO W Q0 WSW JLOJ U_z �>_ 00 00Y QNQ Jr7 a BRAWN BY: D.J.L. CHECKED BY: G.,.J.L. JOB NUMBER: 1_72002 -LS SHEET NO. LS 6.3 GATE: 02/26/18 W W 1� V1 0 M�1 Q W ~ �4 W W � E-+ x 'n � W W L �__q 0 E-4 E"4 ►-� W 0 a BRAWN BY: D.J.L. CHECKED BY: G.,.J.L. JOB NUMBER: 1_72002 -LS SHEET NO. LS 6.3 GATE: 02/26/18 PART 1 PRODUCTS 1.01 WORK INCLUDES A. The work covered by this Section includes furnishing all labor, equipment, and materials required to furnish and install an underground sprinkler system as specified herein and shown on the Drawings. B. The extent of the work is shown on the Drawings. In this bid, the Irrigation Contractor shall confirm all material and and product quantities shown on the Drawings. C. The Irrigation Contractor shall completely familiarize himself with the site conditions and the requirements of the Contract prior to bidding the work in this Section. D. All work specified in this Section shall be performed by a qualified Licensed Irrigation Contractor. E. All work and materials shall be in accordance with applicable codes. F. The Irrigation Contractor shall alert the Landscape Contractor of all line and head locations. The Landscape Contractor shall use due caution so the Irrigation System is not damaged during landscape installation operati landscape operation. G. The Irrigation Contractor is required to install, adjust, and maintain his finished work at his expense. 1.02 RELATED WORK UNDER SEPARATE CONTRACT A. Electrical stub -out for irrigation controller. B. Water tap and stub -out for irrigation system. C. Installation of water meter. 1.03 REFERENCE STANDARDS A. Two sets of operation and maintenance instructions shall be submitted to the Owner. B. After completion of the piping installation, the Irrigation Contractor shall submit three sets (3) of as -built record drawings showing all sprinkler heads, valves, drains, pipelines and control wiring drawn to scale with dimensions where required. These drawings shall be on reproducible mylar. 1.04 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. All work and materials shall be in full accordance with the latest rules and regulations of safety orders of Division of Industrial Safety; the Uniform Building Code and other applicable laws or regulations, including any local Plumbing Code. 2. Should the Contract documents be at variance with the aforementioned rules and regulations, notify Owner's Landscape Architect for instruction before proceeding with work affected. B. Testing: 1. Preliminary review of completed installation will be made prior to backfilling of trenches and during hydrostatic testing. 2. Final review shall be made in conjunction with the final review of lawn, shrub, and tree planting. C. Permits and Inspections: 1. Any permits for the installation or construction of any work included under this contract, which are required by any of the legally constituted authorities having jurisdiction, shall be obtained and paid for by the Contractor, each at the proper time. 2. The Contractor shall also arrange for and pay all costs in connection with any inspection and examination required by these authorities. 1.05 SUBMITTALS: A. Certificate of Qualification: Prior to bid acceptance, submit certification of installer's experience identifying a minimum of four (4) previous projects with names of Owners and Landscape Architects to Owner's Landscape Architect for approval B. Record Drawings: The Contractor shall maintain one record set of blue line prints of the sprinkler system in good condition at the site and mark on them "Record". The Contractor shall make a daily record of all work installed during each day. Plans shall indicate the location of check valves, gate valves, wire locations, head layout, automatic valves, quick couplers. All irrigation and drainage, piping, etc., shall be shown on the prints. Location should be shown by the triangular system of measurements from easily identified permanent features, such as building, curbs, fences, walks, etc. Drawings shall show approved substitution, if any, of material including Manufacturer's name and catalogue number. Upon completion all information noted on the prints shall be transferred to a reproducible mylar by the Contractor. Drawings shall be to scale and all information shall be recorded in a neat, orderly way. 1. At the time of the irrigation mainline test, the Contractor shall provide a preliminary set of "Record" drawings to the Owner's Construction Representative. 2. On or before the date of final inspection, the Contractor shall deliver one (1) reproducible "Record" drawings to the Owner and the Owner's Construction Representative. The delivery of the prints shall not relieve the Contractor of the responsibility of furnishing required information that may have been ommited. C. Substitutions: 1. The Contractor shall use materials as specified on the irrigation plan. Material other than that specified will be permitted only after written application by Contractor and written approval by Owner's Landscape Architect ten (10) days prior to bid opening. 2. Substitutions will only be allowed when in the best interest of the Owner. 3. The installation of any approved substitution is the Contractor's responsibility. Any changes required for installation of any approved substitution must be made to the satisfaction of the Owner's Construction Representative and without additional cost to the Owner. 1.06 JOB CONDITIONS A. Examination of the site:The bidder acknowledges that he has examined the site, plans, and specifications, and the submission of a quotation shall be considered evidence that examinations have been made. B. Field Conditions: 1. The Contractor shall verify drawing dimensions with actual field conditions and inspect related work and adjacent surfaces. The Contractor shall report to the Owner's Construction Representative all conditions which prevent proper execution of his work. 2. The exact location of all existing utilities, structures, and underground utilities, which may not be indicated on the drawings, shall be determined by the Contractor, and he shall conduct his work so as to prevent interruption of service or damage to them. The Contractor shall protect existing structures and utility services and be responsible for their replacement if damaged by him. 3. The Contractor shall verify the correctness of all finish grades within the work area to insure the proper soil coverage of the sprinkler system pipes. C. Coordination: 1. The Irrigation Contractor shall coordinate the schedule of his activities with the Owner's Construction Representative prior top commencing operations. 2. The Irrigation Contractor shall familiarize himself with other work and shall coordinate his activities with those of other Contractors in or adjacent to landscape work areas. 3. The Irrigation Contractor shall give notice to and obtain approval from the Owner's Construction Representative prior to proceeding with any site work covered under this contract. D. Discrepancies and Unsuitable Conditions: 1. Prior to the start of any operation, the Irrigation shall inspect the site to determine its suitability for the work under this Contract. In addition, the Contractor shall verify that the work of other Contractors is sufficiently complete to permit the work under this Contract to be started properly. 2. The Irrigation Contractor shall notify the Owner's Construction Representative of any discrepancies or unsatisfactory conditions and shall not commence operations until they have been corrected. 1.07 MATERIALS STORAGE AND CLEAN-UP A. The Contractor shall keep the premises free from rubbish and all debris at all times and shall arrange his material storage so as not to interfere with the operation of the project. All unused materials, rubbish, and debris shall be removed from the site. 1.08 COMPLETION AND ACCEPTANCE A. The completion of the contract will be accepted and Notice of Completion recorded only when the entire contract is completed to the satisfaction of the Owner's Construction Representative. B. Within ten (10) days of the Contractor's notification that the installation is complete, Owner's Construction Representative will inspect the installation and, if final acceptance is not given, will prepare a "punch list" C. Final Acceptance: Work under this section will be accepted by Owner's Construction Representative upon satisfactory completion of all work including "punch list" items. 1.09 WARRANTY A. The entire sprinkler system will be unconditionally guaranteed by the Contractor as to material and workmanship, including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of work and he hereby agrees to repair or replace any such defect occurring within that year at his expense. B. It shall be the Irrigation Contractor's responsibility to insure complete coverage as specified herein of the areas to be irrigated. During the warranty period the Irrigation Contractor shall make any adjustments as necessary to maintain proper coverage. C. If, within one year from the date of completion, settlement occurs, and adjustments in pipes, valves and sprinkler heads, lawn areas or paving are necessary to bring the system, grade, or paving to the proper level of the permanent grades, the Contractor, as part of the work under this contract, shall make all adjustments without extra cost to the Owner, including restoration of all damaged planting, paving, or other improvements of any kind. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10)calendar days of receipt of written notice from owner. When the nature of the repairs as determined by the Owner constitute on emergency (e.g. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Form of Guarantee: Guarantee shall be submitted on Contractors own letterhead as follows: FORM OF: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs snd charges therefore upon demand. PROJECT: --------------------------------- 2.12 LOCATION: --------------------------------- SIGNE OCAT ON:--------------------------------- SIGNE: ----- -------------- ADDRE 5:------------------- 2.13 PHONE: ------------------- C. After lthe system has been completed, the Contractor shall 2.04 PIPE A. All piping shall be from virgin parent material. The pipe instruct owner's authorized representative in the operation and maintenance of the system and shall furnish a complete B. set f operating and maintenance instructions. 1.10 OPERATION AND MAINTENANCE - IRRIGATION SYSTEM A. Operation of the irrigation system shall be confined to the B. hours and days as shown on the watering schedule. B. Important: It is the Landscape Contractor's responsibility C. to determine water application rates and timer cycling. The Irrigation contractor will instruct the Landscape Contractor 3. on tae operation and programming of the controller and A. will a sist the Landscape Contractor as necessary in such 4. operations throughout the one year maintenance period. � Any a justments, repairs, etc., other than programming are 5. the total responsibility of the Irrigation contractor. PART 2 PRODUCTS following information: 2.01 MATERIALS facturer's name or trade mark, nominal pipe size, A. All materials to be incorporated in this system shall be new and without flaws or defects and of quality and 6. performance as specified and meeting the requirements 7. of this system. 2.02 WATEF METERS (IF USED) A. Water Meter to be provided by those indicated. B. Shall be provided and installed by the local water district in a cordance with their requirements, Cost will be paid E -I by tae Irrigation Contractor. 2.03 BACKF LOW PREVENTER A. To be provided by the Irrigation Contractor. B. Shall meet all local codes and incorporate insulation syste m. 2.04 PIPE A. All piping shall be from virgin parent material. The pipe A. Fittings for Solvent -Weld PVC Pipe: Schedule 40 or 80, shall be homogenous throughout and free from visible crac s, holes, foreign materials, blisters, deleterious B. wrinkles, and dents, All pipe shall be National Sanitation 2.08 Foundation (NSF) approved. B. Pipiny on pressure side of irrigation control valves: B. 1. Shall be Polyvinyl Chloride (PVC) 1120 with a minimum class rating of 200, sized to maintain a flow velocity C. of less than five feet (5') per second (FPS). 2. Type I, Grade I, Pressure Rated Pipe. 3. Materials shall meet the requirements set forth in ASTM A. D-1 84-60T, ASTM D 2241 and ASTM D 3139. 4. Outside diameter of pipe shall be the same size as iron � pipe. ck, Sheboygen, WI 5. Pipe shall be marked at intervals (not to exceed 5') with W the following information: Man facturer's name or trade mark, nominal pipe size, C. schedule, PVC type and grade (i.e. PVC 1120), SDR rating class, working pressure at 73 degrees F,and (NFS) approval. 6. PVC Type I shall not be threaded. 7. Caution should be utilized in handling Type I pipe due to the possibility of cracking or splitting when dropped or B. han Iled carelessly. 8. When connection is plastic to metal, male adapters shall be used. The male adaptor shall be hand tiglitened, plus E -I one turn with a strap wrench. C. Piping on non -pressure side of irrigation control valves shall be: Polyvinyl Chloride (PVC): 1120 with a minimum class rating of 160 psi., NIPS approved, sized to maintain a flow velocity of less than five feet (5') per second (FPS) D. Pipe for sleeving: High impact pipe, polyvinyl chloride (PVC) 2110, minimum Schedule 40. 2.05 SOLVENT A. Solve t for PVC Pipe: Shall be #710 clear NSF approved as manufactured by Weld -On or approved equal. 2.06 FITTI GS A. Fittings for Solvent -Weld PVC Pipe: Schedule 40 or 80, 2.14 2.15 2.16 2.17 AUTOMATIC CONTROLLER A. A fully automatic controller must have the following features and be of the make and model as specified on specified on the drawings. RAIN SHUT-OFF DEVICES A. Shall be provided on each project. Acceptable models and manufacturer listed below: Rainbird, Rain -Check Mini Clik ELECTRIC CONDUIT AND FITTINGS (where applicable) A. Underground plastic conduit: Class III, FS W- C1094. CONTROL WIRE A. Wire: Solid copper wire, U.L. approved for direct burial in ground. Minimum gauge: #14 UF. Common ground wire shall be white. SPLICING MATERIALS A. Splicing materials: 3M Direct Bury (DBY) or (DBR) splice kits by 3M Corporation, Austin, Texas. REMOTE CONTROL VALVES A. Remote controlled valves shall be electrically operated, normally closed, 24 volt AC, 1 Ampere, constructed of corrosion resistant cycolac and stainless steel, capable of manual operation, and shall be self -flushing. The valve shall have a throttling device for system balancing and shall comply with all code and permitting requirements and be of the size and type as specified on the drawings. PART 3 EXECUTION 3.01 GENERAL A. The Irrigation Contractor shall carefully schedule his work with the Landscape Contractor and all other site developments. B. No consideration will be given to any design changes. Should any changes be deemed necessary after award of contract, for proper installation and operation of the system, such changes shall be negotiated by the Owner's Construction representative. C. Lay out work as accurately as possible to drawings. Drawings are diagrammatic to the extent that swing joints (QVC), offsets and all fittings are not shown. D. Full and complete coverage is required. Contractor shall make any necessary minor adjustments to layout as required to achieve full coverage of irrigated areas at no additional cost to the Owner. E. Where piping is shown on Drawings to be under paved areas but running parallel and adjacent to planted areas, the intent is to install piping in planted area. Do not install directly over another line in same trench. F. It shall be the Contractor's responsibility to establish the location of all sprinkler heads in order to assure proper coverage of all areas. In no case shall spacing of sprinkler heads exceed distances shown on the drawings and/or those specified. PIpe sizes shall conform to those on the drawings. No substitution of smaller pipe sizes will be permitted, but substitution of larger sizes may be approved. All pipe damaged or rejected because of defects shall be removed from the site at the time of said rejection. 3.02 TRENCHING A. Perform all excavations or required for installation of work included under this Section, including shoring of earth banks, if necessary. Restore all surfaces, existing undergroung installation, etc., damaged or cut as a result of the excavations, to their original condition. B. Should utilities not shown on the plans be found during excavations, Contractor shall promptly notify Owner's Construction Representative for instructions as to further action. Failure to do so will make Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities. Indicate such utility crossings on the record drawings promptly. C. Trenches shall be open, vertical sided construction wide enough to provide free working space around work installed and to provide ample space for backfilling and compacting. D. When two (2) pipes are to be placed in the same trench, a six inch (6") space is to be maintained between the the pipes. The Contractor shall not install two pipes with one directly above the other. E. Trenches located under paving shall be backfilled with sand (a layer six inches (6") below the pipe and three inches (3") above the pipe) and compacted in layers of 95% compaction, Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: * 12" over non -pressure lateral lines. * 18" over non -pressure lateral lines under paving. * 18" over control wires. * 18" over sprinkler main line. * 24" over sprinkler main line under paving. F. All laterals and mainline shall be sufficiently sloped to provide positive drainage through drain valves if used. G. The Contractor shall be held responsible for any damages caused by these operations and shall immediately repair or replace damaged parts. 3.03 BACKFLOW PREVENTION DEVICE A. To be provided by Irrigation Contractor. B. Shall be installed at location specified on in accordance to local codes and manufacturer's latest printed instructions. 3.04 PIPE LINE ASSEMBLY A. General: 1. Install pipes and fittings in accordance with manufacturer's latest printed instructions. 2. Clean all pipes and fittings of dirt, scales and moisture before assembly. 3. All pipe, fittings, and valves, etc. shall be carefully places in trenches. Interior of pipes shall be free from dirt and debris and when pipe laying is not in progress, open ends of pipe shall be closed by approved means. 4. All lateral connections to the mainline as well as other connections shall be made to the side of the mainline pipe. No connections to the top of the line shall be allowed. B. Solvent -Weld Joints for PVC Pipes: 1. Use solvents and methods recommended by pipe and solvent manufacturers. 2. Cure joint a minimum of one hour before applying any external stress on the piping and at least twenty four (24) hours before placing the joint under water pressure, unless otherwise specified by manufacturer. C. Threaded Joints for PVC Pipes: 1. Use Teflon tape on all threaded PVC fittings. 2. Use strap -type friction wrench only. Do not use metal -jawed wrench. 3. When connection is plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one turn with a strap wrench. D. Laying of Pipe: 1. Pipes shall be bedded in at least two (2") of finely divided material with no rocks or clods over one inch (1") diameter to provide a uniform bearing. 2. Pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. One additional foot per 100 feet of pipe is the minimum allowance for snaking. 3. Do not lay PVC pipe when there is water in the trench. 4. Plastic pipe shall be cut with PVC pipe cutters or hacksaw, or in a manner so as to ensure a square butt. Burrs at cut ends shall be removed prior to installation so that a smooth unobstructed flow will be obtained. 5. All plastic to plastic joints will be solvent weld joints or slip seal joints. All plastic pipe and fittings shall be installed as outlined and instructed by the pipe manufacturer, and it shall be the Contractor's responsibility to make arrangements with the pipe manufacturer for any field assistance that may be necessary. The Contractor shall assume full responsibility for the correct installation. E. PVC Sleeves and Electrical Conduit: 1. All PVC sleeves shall be a minimum of twice (2x) the diameter of the pipe to be sleeved with two inch (2") being the minimum size allowed. 2. All PVC control wire conduit shall be of sufficient size to hold the required quantity of control and common wires. F. Thrust Blocks: 1. Concrete thrust blocks must be provided on the thrust side of the mainline pipe wherever the pipe line: a. Is larger than 3" in diameter. b. Changes direction, as at tees or bends. c. Dead ends. d. Any other spot where thrust is to be expected. 2. See Detail Sheet for Thrust block details. 3.05 IRRIGATION CONTROL VALVES A. Install control valves in valve boxes grouping together where practical. Place no closer six inches (6") to walk edges, and 18" to building, and walls. B. Pressure regulating remote control valves shall be adjusted so that the most remote sprinkler heads operate at the pressure specified. C. Valves shall be installed as shown in details and in accordance with manufacturer's instructions and the specifications. 3.06 QUICK COUPLING VALVES (where applicable) A. Shall be set a minimum of twelve inches (12") from walks, curbs, or paved areas where applicable or as otherwise noted, Quick coupling valves shall be housed in valve boxes. B. Valves shall be installed on a three (3) elbow PVC Schedule 80 swing joint assembly as detailed on the drawings. 3.07 VALVE BOXES A. Valve boxes shall be set flush with finish grade in lawn areas and one half inch (1/2") above finish grade in ground cover and shrub bed areas. AMETECK VP -12 3.08 SPRINKLER HEADS A. All sprinkler heads within a zone shall have matched precipitation rates. B. All heads operating on one valve (zone) shall do so at the same pressure. C. Do not mix different types of heads within a zone. D. Place part -circle pop-up sprinkler heads six inches (6") from edge of adjacent walks, curbs, and mowing bands, or paved areas at time of installation. E. All sprinkler nozzles shall be adjusted for the proper radius and direction of spray pattern. Make adjustments where possible to prevent overspraying onto walks, pavement, or buildings. G. Sprinkler heads and quick coupling valves shall be set perpendicular to finished grade unless otherwise designated on the plans. H. Sprinkler heads shall be installed according to detail sheet. 3.11 AUTOMATIC CONTROLLER A. The automatic controller shall be installed at the approximate location shown on the plan. B. All local and other applicable codes shall take precedence in connecting the 110 volt electrical service to the controller. REVISE -=C> C>E3CRIP1ION C>AT'E 700 (n OD 0) ZNU QUI jV LU Z<0 0U.W 0�0 ZZ . go Wa 0 W 1 c7 (n N 0 WRQ IFo� BYO L1J Q Q - W 0 ui JLQJ ZJ QOZ 0)0 Za ID0 JNA polyvinyl chloride (PVC),Type I, to meet ASTM D2466-73 and D-2467-73 NSF approved. B. Threaded PVC nipples shall be Schedule 80. 2.08 QUICB COUPLING VALVES (where applicable) A. Valve and key shall be one inch (199). B. Furn sh two valve keys fitted with one inch (1") swivel hose ells. C. All q ick coupling valve keys and hose swivels shall be of the same manufacturer as the quick couplers. 2.09 VALVI BOXES A. To be injection -molded of polyesters and fibrous inorganic temperature resistant components. Box to be black and � Amet ck, Sheboygen, WI B. For Remote Control Valve: Shall be rectangular in shape W with a locking lid and sized to provide adequate clearance to operate and service valve. VP -12 C. For but -Off Valves and Quick Coupler Valves: Shall be the same as for the remote control valve. 2.11 SPRINKLER HEADS A. All sprinkler heads shall be pop-up type heads as specified on the plans. B. Spr y nozzles for sprinkler heads, if required, shall be of th same manufacturer as the sprinkler head. 2.14 2.15 2.16 2.17 AUTOMATIC CONTROLLER A. A fully automatic controller must have the following features and be of the make and model as specified on specified on the drawings. RAIN SHUT-OFF DEVICES A. Shall be provided on each project. Acceptable models and manufacturer listed below: Rainbird, Rain -Check Mini Clik ELECTRIC CONDUIT AND FITTINGS (where applicable) A. Underground plastic conduit: Class III, FS W- C1094. CONTROL WIRE A. Wire: Solid copper wire, U.L. approved for direct burial in ground. Minimum gauge: #14 UF. Common ground wire shall be white. SPLICING MATERIALS A. Splicing materials: 3M Direct Bury (DBY) or (DBR) splice kits by 3M Corporation, Austin, Texas. REMOTE CONTROL VALVES A. Remote controlled valves shall be electrically operated, normally closed, 24 volt AC, 1 Ampere, constructed of corrosion resistant cycolac and stainless steel, capable of manual operation, and shall be self -flushing. The valve shall have a throttling device for system balancing and shall comply with all code and permitting requirements and be of the size and type as specified on the drawings. PART 3 EXECUTION 3.01 GENERAL A. The Irrigation Contractor shall carefully schedule his work with the Landscape Contractor and all other site developments. B. No consideration will be given to any design changes. Should any changes be deemed necessary after award of contract, for proper installation and operation of the system, such changes shall be negotiated by the Owner's Construction representative. C. Lay out work as accurately as possible to drawings. Drawings are diagrammatic to the extent that swing joints (QVC), offsets and all fittings are not shown. D. Full and complete coverage is required. Contractor shall make any necessary minor adjustments to layout as required to achieve full coverage of irrigated areas at no additional cost to the Owner. E. Where piping is shown on Drawings to be under paved areas but running parallel and adjacent to planted areas, the intent is to install piping in planted area. Do not install directly over another line in same trench. F. It shall be the Contractor's responsibility to establish the location of all sprinkler heads in order to assure proper coverage of all areas. In no case shall spacing of sprinkler heads exceed distances shown on the drawings and/or those specified. PIpe sizes shall conform to those on the drawings. No substitution of smaller pipe sizes will be permitted, but substitution of larger sizes may be approved. All pipe damaged or rejected because of defects shall be removed from the site at the time of said rejection. 3.02 TRENCHING A. Perform all excavations or required for installation of work included under this Section, including shoring of earth banks, if necessary. Restore all surfaces, existing undergroung installation, etc., damaged or cut as a result of the excavations, to their original condition. B. Should utilities not shown on the plans be found during excavations, Contractor shall promptly notify Owner's Construction Representative for instructions as to further action. Failure to do so will make Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities. Indicate such utility crossings on the record drawings promptly. C. Trenches shall be open, vertical sided construction wide enough to provide free working space around work installed and to provide ample space for backfilling and compacting. D. When two (2) pipes are to be placed in the same trench, a six inch (6") space is to be maintained between the the pipes. The Contractor shall not install two pipes with one directly above the other. E. Trenches located under paving shall be backfilled with sand (a layer six inches (6") below the pipe and three inches (3") above the pipe) and compacted in layers of 95% compaction, Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: * 12" over non -pressure lateral lines. * 18" over non -pressure lateral lines under paving. * 18" over control wires. * 18" over sprinkler main line. * 24" over sprinkler main line under paving. F. All laterals and mainline shall be sufficiently sloped to provide positive drainage through drain valves if used. G. The Contractor shall be held responsible for any damages caused by these operations and shall immediately repair or replace damaged parts. 3.03 BACKFLOW PREVENTION DEVICE A. To be provided by Irrigation Contractor. B. Shall be installed at location specified on in accordance to local codes and manufacturer's latest printed instructions. 3.04 PIPE LINE ASSEMBLY A. General: 1. Install pipes and fittings in accordance with manufacturer's latest printed instructions. 2. Clean all pipes and fittings of dirt, scales and moisture before assembly. 3. All pipe, fittings, and valves, etc. shall be carefully places in trenches. Interior of pipes shall be free from dirt and debris and when pipe laying is not in progress, open ends of pipe shall be closed by approved means. 4. All lateral connections to the mainline as well as other connections shall be made to the side of the mainline pipe. No connections to the top of the line shall be allowed. B. Solvent -Weld Joints for PVC Pipes: 1. Use solvents and methods recommended by pipe and solvent manufacturers. 2. Cure joint a minimum of one hour before applying any external stress on the piping and at least twenty four (24) hours before placing the joint under water pressure, unless otherwise specified by manufacturer. C. Threaded Joints for PVC Pipes: 1. Use Teflon tape on all threaded PVC fittings. 2. Use strap -type friction wrench only. Do not use metal -jawed wrench. 3. When connection is plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one turn with a strap wrench. D. Laying of Pipe: 1. Pipes shall be bedded in at least two (2") of finely divided material with no rocks or clods over one inch (1") diameter to provide a uniform bearing. 2. Pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. One additional foot per 100 feet of pipe is the minimum allowance for snaking. 3. Do not lay PVC pipe when there is water in the trench. 4. Plastic pipe shall be cut with PVC pipe cutters or hacksaw, or in a manner so as to ensure a square butt. Burrs at cut ends shall be removed prior to installation so that a smooth unobstructed flow will be obtained. 5. All plastic to plastic joints will be solvent weld joints or slip seal joints. All plastic pipe and fittings shall be installed as outlined and instructed by the pipe manufacturer, and it shall be the Contractor's responsibility to make arrangements with the pipe manufacturer for any field assistance that may be necessary. The Contractor shall assume full responsibility for the correct installation. E. PVC Sleeves and Electrical Conduit: 1. All PVC sleeves shall be a minimum of twice (2x) the diameter of the pipe to be sleeved with two inch (2") being the minimum size allowed. 2. All PVC control wire conduit shall be of sufficient size to hold the required quantity of control and common wires. F. Thrust Blocks: 1. Concrete thrust blocks must be provided on the thrust side of the mainline pipe wherever the pipe line: a. Is larger than 3" in diameter. b. Changes direction, as at tees or bends. c. Dead ends. d. Any other spot where thrust is to be expected. 2. See Detail Sheet for Thrust block details. 3.05 IRRIGATION CONTROL VALVES A. Install control valves in valve boxes grouping together where practical. Place no closer six inches (6") to walk edges, and 18" to building, and walls. B. Pressure regulating remote control valves shall be adjusted so that the most remote sprinkler heads operate at the pressure specified. C. Valves shall be installed as shown in details and in accordance with manufacturer's instructions and the specifications. 3.06 QUICK COUPLING VALVES (where applicable) A. Shall be set a minimum of twelve inches (12") from walks, curbs, or paved areas where applicable or as otherwise noted, Quick coupling valves shall be housed in valve boxes. B. Valves shall be installed on a three (3) elbow PVC Schedule 80 swing joint assembly as detailed on the drawings. 3.07 VALVE BOXES A. Valve boxes shall be set flush with finish grade in lawn areas and one half inch (1/2") above finish grade in ground cover and shrub bed areas. AMETECK VP -12 3.08 SPRINKLER HEADS A. All sprinkler heads within a zone shall have matched precipitation rates. B. All heads operating on one valve (zone) shall do so at the same pressure. C. Do not mix different types of heads within a zone. D. Place part -circle pop-up sprinkler heads six inches (6") from edge of adjacent walks, curbs, and mowing bands, or paved areas at time of installation. E. All sprinkler nozzles shall be adjusted for the proper radius and direction of spray pattern. Make adjustments where possible to prevent overspraying onto walks, pavement, or buildings. G. Sprinkler heads and quick coupling valves shall be set perpendicular to finished grade unless otherwise designated on the plans. H. Sprinkler heads shall be installed according to detail sheet. 3.11 AUTOMATIC CONTROLLER A. The automatic controller shall be installed at the approximate location shown on the plan. B. All local and other applicable codes shall take precedence in connecting the 110 volt electrical service to the controller. REVISE -=C> C>E3CRIP1ION C>AT'E 700 (n OD 0) ZNU QUI jV LU Z<0 0U.W 0�0 ZZ . go Wa 0 W 1 c7 (n N 0 WRQ IFo� BYO L1J Q Q - W 0 ui JLQJ ZJ QOZ 0)0 Za ID0 JNA DRAWN BY: D.J.L. CHECKEO BY: G_J.L. LJCB NUMBER: 1_72002 -LS O Q � � O � W w � � W W ® p� co E-+ � E -I DRAWN BY: D.J.L. CHECKEO BY: G_J.L. LJCB NUMBER: 1_72002 -LS IRRIGATION SPECIFICATIONI PART 1 PRODUCTS 1.01 WORK INCLUDES A. The work covered by this Section includes furnishing all labor, equipment, and materials required to furnish and install an underground sprinkler system as specified herein and shown on the Drawings. B. The extent of the work is shown on the Drawings. In this bid, the Irrigation Contractor shall confirm all material and and product quantities shown on the Drawings. C. The Irrigation Contractor shall completely familiarize himself with the site conditions and the requirements of the Contract prior to bidding the work in this Section. D. All work specified in this Section shall be performed by a qualified Licensed Irrigation Contractor. E. All work and materials shall be in accordance with applicable codes. F. The Irrigation Contractor shall alert the Landscape Contractor of all line and head locations. The Landscape Contractor shall use due caution so the Irrigation System is not damaged during landscape installation operati landscape operation. G. The Irrigation Contractor is required to install, adjust, and maintain his finished work at his expense. 1.02 RELATED WORK UNDER SEPARATE CONTRACT A. Electrical stub -out for irrigation controller. B. Water tap and stub -out for irrigation system. C. Installation of water meter. 1.03 REFERENCE STANDARDS A. Two sets of operation and maintenance instructions shall be submitted to the Owner. B. After completion of the piping installation, the Irrigation Contractor shall submit three sets (3) of as -built record drawings showing all sprinkler heads, valves, drains, pipelines and control wiring drawn to scale with dimensions where required. These drawings shall be on reproducible mylar. 1.04 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. All work and materials shall be in full accordance with the latest rules and regulations of safety orders of Division of Industrial Safety; the Uniform Building Code and other applicable laws or regulations, including any local Plumbing Code. 2. Should the Contract documents be at variance with the aforementioned rules and regulations, notify Owner's Landscape Architect for instruction before proceeding with work affected. B. Testing: 1. Preliminary review of completed installation will be made prior to backfilling of trenches and during hydrostatic testing. 2. Final review shall be made in conjunction with the final review of lawn, shrub, and tree planting. C. Permits and Inspections: 1. Any permits for the installation or construction of any work included under this contract, which are required by any of the legally constituted authorities having jurisdiction, shall be obtained and paid for by the Contractor, each at the proper time. 2. The Contractor shall also arrange for and pay all costs in connection with any inspection and examination required by these authorities. 1.05 SUBMITTALS: A. Certificate of Qualification: Prior to bid acceptance, submit certification of installer's experience identifying a minimum of four (4) previous projects with names of Owners and Landscape Architects to Owner's Landscape Architect for approval B. Record Drawings: The Contractor shall maintain one record set of blue line prints of the sprinkler system in good condition at the site and mark on them "Record". The Contractor shall make a daily record of all work installed during each day. Plans shall indicate the location of check valves, gate valves, wire locations, head layout, automatic valves, quick couplers. All irrigation and drainage, piping, etc., shall be shown on the prints. Location should be shown by the triangular system of measurements from easily identified permanent features, such as building, curbs, fences, walks, etc. Drawings shall show approved substitution, if any, of material including Manufacturer's name and catalogue number. Upon completion all information noted on the prints shall be transferred to a reproducible mylar by the Contractor. Drawings shall be to scale and all information shall be recorded in a neat, orderly way. 1. At the time of the irrigation mainline test, the Contractor shall provide a preliminary set of "Record" drawings to the Owner's Construction Representative. 2. On or before the date of final inspection, the Contractor shall deliver one (1) reproducible "Record" drawings to the Owner and the Owner's Construction Representative. The delivery of the prints shall not relieve the Contractor of the responsibility of furnishing required information that may have been ommited. C. Substitutions: 1. The Contractor shall use materials as specified on the irrigation plan. Material other than that specified will be permitted only after written application by Contractor and written approval by Owner's Landscape Architect ten (10) days prior to bid opening. 2. Substitutions will only be allowed when in the best interest of the Owner. 3. The installation of any approved substitution is the Contractor's responsibility. Any changes required for installation of any approved substitution must be made to the satisfaction of the Owner's Construction Representative and without additional cost to the Owner. 1.06 JOB CONDITIONS A. Examination of the site:The bidder acknowledges that he has examined the site, plans, and specifications, and the submission of a quotation shall be considered evidence that examinations have been made. B. Field Conditions: 1. The Contractor shall verify drawing dimensions with actual field conditions and inspect related work and adjacent surfaces. The Contractor shall report to the Owner's Construction Representative all conditions which prevent proper execution of his work. 2. The exact location of all existing utilities, structures, and underground utilities, which may not be indicated on the drawings, shall be determined by the Contractor, and he shall conduct his work so as to prevent interruption of service or damage to them. The Contractor shall protect existing structures and utility services and be responsible for their replacement if damaged by him. 3. The Contractor shall verify the correctness of all finish grades within the work area to insure the proper soil coverage of the sprinkler system pipes. C. Coordination: 1. The Irrigation Contractor shall coordinate the schedule of his activities with the Owner's Construction Representative prior top commencing operations. 2. The Irrigation Contractor shall familiarize himself with other work and shall coordinate his activities with those of other Contractors in or adjacent to landscape work areas. 3. The Irrigation Contractor shall give notice to and obtain approval from the Owner's Construction Representative prior to proceeding with any site work covered under this contract. D. Discrepancies and Unsuitable Conditions: 1. Prior to the start of any operation, the Irrigation shall inspect the site to determine its suitability for the work under this Contract. In addition, the Contractor shall verify that the work of other Contractors is sufficiently complete to permit the work under this Contract to be started properly. 2. The Irrigation Contractor shall notify the Owner's Construction Representative of any discrepancies or unsatisfactory conditions and shall not commence operations until they have been corrected. 1.07 MATERIALS STORAGE AND CLEAN-UP A. The Contractor shall keep the premises free from rubbish and all debris at all times and shall arrange his material storage so as not to interfere with the operation of the project. All unused materials, rubbish, and debris shall be removed from the site. 1.08 COMPLETION AND ACCEPTANCE A. The completion of the contract will be accepted and Notice of Completion recorded only when the entire contract is completed to the satisfaction of the Owner's Construction Representative. B. Within ten (10) days of the Contractor's notification that the installation is complete, Owner's Construction Representative will inspect the installation and, if final acceptance is not given, will prepare a "punch list" C. Final Acceptance: Work under this section will be accepted by Owner's Construction Representative upon satisfactory completion of all work including "punch list" items. 1.09 WARRANTY A. The entire sprinkler system will be unconditionally guaranteed by the Contractor as to material and workmanship, including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of work and he hereby agrees to repair or replace any such defect occurring within that year at his expense. B. It shall be the Irrigation Contractor's responsibility to insure complete coverage as specified herein of the areas to be irrigated. During the warranty period the Irrigation Contractor shall make any adjustments as necessary to maintain proper coverage. C. If, within one year from the date of completion, settlement occurs, and adjustments in pipes, valves and sprinkler heads, lawn areas or paving are necessary to bring the system, grade, or paving to the proper level of the permanent grades, the Contractor, as part of the work under this contract, shall make all adjustments without extra cost to the Owner, including restoration of all damaged planting, paving, or other improvements of any kind. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10)calendar days of receipt of written notice from owner. When the nature of the repairs as determined by the Owner constitute on emergency (e.g. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Form of Guarantee: Guarantee shall be submitted on Contractors own letterhead as follows: FORM OF: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs snd charges therefore upon demand. PROJECT: LOCATION: SIGNED: ADDRESS: PHONE: C. After the system has been completed, the Contractor shall instruct owner's authorized representative in the operation and maintenance of the system and shall furnish a complete set of operating and maintenance instructions. 1.10 OPERATION AND MAINTENANCE - IRRIGATION SYSTEM A. Operation of the irrigation system shall be confined to the hours and days as shown on the watering schedule. B. Important: It is the Landscape Contractor's responsibility to determine water application rates and timer cycling. The Irrigation contractor will instruct the Landscape Contractor on the operation and programming of the controller and will assist the Landscape Contractor as necessary in such operations throughout the one year maintenance period. Any adj stments, repairs, etc., other than programming are the total responsibility of the Irrigation contractor. PART 2 PRODUCTS 2.01 MATERIALS A. All materials to be incorporated in this system shall be new and without flaws or defects and of quality and performance as specified and meeting the requirements of this system. 2.02 WATER 14ETERS (IF USED) A. Water Meter to be provided by those indicated. B. Shall be provided and installed by the local water district in accordance with their requirements, Cost will be paid by the Irrigation Contractor. 2.03 BACKFL W PREVENTER A. To be provided by the Irrigation Contractor. B. Shall meet all local codes and incorporate insulation system 2.04 PIPE A. All pipi g shall be from virgin parent material. The pipe shall toe homogenous throughout and free from visible cracks holes, foreign materials, blisters, deleterious wrinkles, and dents, All pipe shall be National Sanitation Foundation (NSF) approved. B. Piping on pressure side of irrigation control valves: 1. Shall be Polyvinyl Chloride (PVC) 1120 with a minimum clas3 rating of 200, sized to maintain a flow velocity of 1 ss than five feet (5') per second (FPS). 2. Type I, Grade I, Pressure Rated Pipe. 3. Materials shall meet the requirements set forth in ASTM D -1784-60T, ASTM D 2241 and ASTM D 3139. 4. Outsid � diameter of pipe shall be the same size as iron pipe. 5. Pipe shall be marked at intervals (not to exceed 5') with the following information: Manufacturer's name or trade mark, nominal pipe size, schedule, PVC type and grade (i.e. PVC 1120), SDR rating class, working pressure at 73 degrees F,and (NFS) approval. 6. PVC Type I shall not be threaded. 7. Caution should be utilized in handling Type I pipe due to the possibility of cracking or splitting when dropped or handled carelessly. 8. When connection is plastic to metal, male adapters shall be used. The male adaptor shall be hand tightened, plus one turn with a strap wrench. C. Piping on non -pressure side of irrigation control valves shall be: Polyvinyl Chloride (PVC): 1120 with a minimum class •ating of 160 psi., NIPS approved, sized to maintain a flow velocity of less than five feet (5') per second (FPS) D. Pipe for sleeving: High impact pipe, polyvinyl chloride (PVC) 2110, minimum Schedule 40. 2.05 SOLVENT A. Solvent for PVC Pipe: Shall be #710 clear NSF approved as manufactured by Weld -On or approved equal. 2.06 FITTING A. Fittings for Solvent -Weld PVC Pipe: Schedule 40 or 80, polyvinyl chloride (PVC),Type I, to meet ASTM Dti466-73 and D-2467-73 NSF approved. B. Threaded PVC nipples shall be Schedule 80. 2.08 QUICK COUPLING VALVES (where applicable) A. Valve a d key shall be one inch W$). B. Furnish two valve keys fitted with one inch (1") swivel hose ells. C. All quick coupling valve keys and hose swivels shall be of the saiTe manufacturer as the quick couplers. 2.09 VALVE FOXES A. To be injection -molded of polyesters and fibrous inorganic temperature resistant components. Box to be black and Ametec , Sheboygen, WI B. For Reimote Control Valve: Shall be rectangular in shape with a locking lid and sized to provide adequate clearance to operate and service valve. VP -12 C. For Sh t -Off Valves and Quick Coupler Valves: Shall be the same aE for the remote control valve. 2.11 SPRIN KLER HEADS A. All sprinkler heads shall be pop-up type heads as specified on the plans. B. Spray nozzles for sprinkler heads, if required, shall be of the same manufacturer as the sprinkler head. 2.12 AUTOMATIC CONTROLLER A. A fully automatic controller must have the following features and be of the make and model as specified on specified on the drawings. 2.13 RAIN SHUT-OFF DEVICES A. Shall be provided on each project. Acceptable models and manufacturer listed below: Rainbird, Rain -Check Mini Clik 2.14 ELECTRIC CONDUIT AND FITTINGS (where applicable) A. Underground plastic conduit: Class III, FS W- C1094. 2.15 CONTROL WIRE A. Wire: Solid copper wire, U.L. approved for direct burial in ground. Minimum gauge: #14 UF. Common ground wire shall be white. 2.16 SPLICING MATERIALS A. Splicing materials: 3M Direct Bury (DBY) or (DBR) splice kits by 3M Corporation, Austin, Texas. 2.17 REMOTE CONTROL VALVES A. Remote controlled valves shall be electrically operated, normally closed, 24 volt AC, 1 Ampere, constructed of corrosion resistant cycolac and stainless steel, capable of manual operation, and shall be self -flushing. The valve shall have a throttling device for system balancing and shall comply with all code and permitting requirements and be of the size and type as specified on the drawings. PART 3 EXECUTION 3.01 GENERAL A. The Irrigation Contractor shall carefully schedule his work with the Landscape Contractor and all other site developments. B. No consideration will be given to any design changes. Should any changes be deemed necessary after award of contract, for proper installation and operation of the system, such changes shall be negotiated by the Owner's Construction representative. C. Lay out work as accurately as possible to drawings. Drawings are diagrammatic to the extent that swing joints (QVC), offsets and all fittings are not shown. D. Full and complete coverage is required. Contractor shall make any necessary minor adjustments to layout as required to achieve full coverage of irrigated areas at no additional cost to the Owner. E. Where piping is shown on Drawings to be under paved areas but running parallel and adjacent to planted areas, the intent is to install piping in planted area. Do not install directly over another line in same trench. F. It shall be the Contractor's responsibility to establish the location of all sprinkler heads in order to assure proper coverage of all areas. In no case shall spacing of sprinkler heads exceed distances shown on the drawings and/or those specified. PIpe sizes shall conform to those on the drawings. No substitution of smaller pipe sizes will be permitted, but substitution of larger sizes may be approved. All pipe damaged or rejected because of defects shall be removed from the site at the time of said rejection. 3.02 TRENCHING A. Perform all excavations or required for installation of work included under this Section, including shoring of earth banks, if necessary. Restore all surfaces, existing undergroung installation, etc., damaged or cut as a result of the excavations, to their original condition. B. Should utilities not shown on the plans be found during excavations, Contractor shall promptly notify Owner's Construction Representative for instructions as to further action. Failure to do so will make Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities. Indicate such utility crossings on the record drawings promptly. C. Trenches shall be open, vertical sided construction wide enough to provide free working space around work installed and to provide ample space for backfilling and compacting. D. When two (2) pipes are to be placed in the same trench, a six inch (6") space is to be maintained between the the pipes. The Contractor shall not install two pipes with one directly above the other. E. Trenches located under paving shall be backfilled with sand (a layer six inches (6") below the pipe and three inches (3") above the pipe) and compacted in layers of 95% compaction, Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: * 12" over non -pressure lateral lines. * 18" over non -pressure lateral lines under paving. * 18" over control wires. * 18" over sprinkler main line. * 24" over sprinkler main line under paving. F. All laterals and mainline shall be sufficiently sloped to provide positive drainage through drain valves if used. G. The Contractor shall be held responsible for any damages caused by these operations and shall immediately repair or replace damaged parts. 3.03 BACKFLOW PREVENTION DEVICE A. To be provided by Irrigation Contractor. B. Shall be installed at location specified on in accordance to local codes and manufacturer's latest printed instructions. 3.04 PIPE LINE ASSEMBLY A. General: 1. Install pipes and fittings in accordance with manufacturer's latest printed instructions. 2. Clean all pipes and fittings of dirt, scales and moisture before assembly. 3. All pipe, fittings, and valves, etc. shall be carefully places in trenches. Interior of pipes shall be free from dirt and debris and when pipe laying is not in progress, open ends of pipe shall be closed by approved means. 4. All lateral connections to the mainline as well as other connections shall be made to the side of the mainline pipe. No connections to the top of the line shall be allowed. B. Solvent -Weld Joints for PVC Pipes: 1. Use solvents and methods recommended by pipe and solvent manufacturers. 2. Cure joint a minimum of one hour before applying any external stress on the piping and at least twenty four (24) hours before placing the joint under water pressure, unless otherwise specified by manufacturer. C. Threaded Joints for PVC Pipes: 1. Use Teflon tape on all threaded PVC fittings. 2. Use strap -type friction wrench only. Do not use metal -jawed wrench. 3. When connection is plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one turn with a strap wrench. D. Laying of Pipe: 1. Pipes shall be bedded in at least two (2") of finely divided material with no rocks or clods over one inch (1") diameter to provide a uniform bearing. 2. Pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. One additional foot per 100 feet of pipe is the minimum allowance for snaking. 3. Do not lay PVC pipe when there is water in the trench. 4. Plastic pipe shall be cut with PVC pipe cutters or hacksaw, or in a manner so as to ensure a square butt. Burrs at cut ends shall be removed prior to installation so that a smooth unobstructed flow will be obtained. 5. All plastic to plastic joints will be solvent weld joints or slip seal joints. All plastic pipe and fittings shall be installed as outlined and instructed by the pipe manufacturer, and it shall be the Contractor's responsibility to make arrangements with the pipe manufacturer for any field assistance that may be necessary. The Contractor shall assume full responsibility for the correct installation. E. PVC Sleeves and Electrical Conduit: 1. All PVC sleeves shall be a minimum of twice (2x) the diameter of the pipe to be sleeved with two inch (2") being the minimum size allowed. 2. All PVC control wire conduit shall be of sufficient size to hold the required quantity of control and common wires. F. Thrust Blocks: 1. Concrete thrust blocks must be provided on the thrust side of the mainline pipe wherever the pipe line: a. Is larger than 3" in diameter. b. Changes direction, as at tees or bends. c. Dead ends. d. Any other spot where thrust is to be expected. 2. See Detail Sheet for Thrust block details. 3.05 IRRIGATION CONTROL VALVES A. Install control valves in valve boxes grouping together where practical. Place no closer six inches (6") to walk edges, and 18" to building, and walls. B. Pressure regulating remote control valves shall be adjusted so that the most remote sprinkler heads operate at the pressure specified. C. Valves shall be installed as shown in details and in accordance with manufacturer's instructions and the specifications. 3.06 QUICK COUPLING VALVES (where applicable) A. Shall be set a minimum of twelve inches (12") from walks, curbs, or paved areas where applicable or as otherwise noted, Quick coupling valves shall be housed in valve boxes. B. Valves shall be installed on a three (3) elbow PVC Schedule 80 swing joint assembly as detailed on the drawings. 3.07 VALVE BOXES A. Valve boxes shall be set flush with finish grade in lawn areas and one half inch (1/2") above finish grade in ground cover and shrub bed areas. AMETECK VP -12 3.08 SPRINKLER HEADS A. All sprinkler heads within a zone shall have matched precipitation rates. B. All heads operating on one valve (zone) shall do so at the same pressure. C. Do not mix different types of heads within a zone. D. Place part -circle pop-up sprinkler heads six inches (6") from edge of adjacent walks, curbs, and mowing bands, or paved areas at time of installation. E. All sprinkler nozzles shall be adjusted for the proper radius and direction of spray pattern. Make adjustments where possible to prevent overspraying onto walks, pavement, or buildings. G. Sprinkler heads and quick coupling valves shall be set perpendicular to finished grade unless otherwise designated on the plans. H. Sprinkler heads shall be installed according to detail sheet. 3.11 AUTOMATIC CONTROLLER A. The automatic controller shall be installed at the approximate location shown on the plan. B. All local and other applicable codes shall take precedence in connecting the 110 volt electrical service to the controller. REVISE �ESCRIPT70N DATE 700_ m cD 0 Z0 WWW 0)X0 O ul 0 w ZWD go Wa W 1 N F3"a 06 F�0 IF¢ 000 � W W W NJ Q0� Z UZo��1 Y QIDQ JNA I [DRAWN BY: CHECKED BY: G.J.L. JOB NUMBER: 1_72002 -LS SHEET NO. E5.3. SATE: 08/18/17 Q W 1--4 H I [DRAWN BY: CHECKED BY: G.J.L. JOB NUMBER: 1_72002 -LS SHEET NO. E5.3. SATE: 08/18/17 I i I I I i I i ;10 1 ' 12 13 14 15 16 .STEPS XISTIN BLOCK WALL F I c� Z \• /\ a • w 0 W SCREENED PORI .47H rw a Z x r W0 wyoy � a pq a ca w a. a a 0 w 22 ASIATIC JASMIN LITTLE LEAF' TTAj 1 GAL. 18 C. I i I APARTMENT F.F.E. 18.82 GARAGE F.F.E. 9.53 -MASTER SITE PLAN i 16 LIRIOPE 'SUPER BLUE' 84 ASIATIC JASM LS 2O.C. 1 GAL. ' 1 LIGUSTRUM TREE—UNIFORM SPECIMENS LJ (10'X10'X10') TRIMMED TO MATCH ' 3 SYLVESTER PALM — UNIFORM SPECIMENS P5 1 MULTI—TRUNK SABAL PALMS — 3 — TRUNK CL6MP SPECIMENS SP 10 — 12 C.T. WITH FULL CANOPY TO MATCH 2 LIGUSTRUM TREE—UNIFORM SPECIMENS LS/(10'X10'X10') TRIMMED TO MATCH 76 LIRIOPE 'SUPER BLUE' I LJ 2' O.C. 1 GAL. 10 INDIAN HAWTHORN RI SHEARED TO MATCH 30 O.C. 3 GAL. I i I I I i I i ;10 1 ' 12 13 14 15 16 .STEPS XISTIN BLOCK WALL F I c� Z \• /\ a • w 0 W SCREENED PORI .47H rw a Z x r W0 wyoy � a pq a ca w a. a a 0 w 22 ASIATIC JASMIN LITTLE LEAF' TTAj 1 GAL. 18 C. I i I APARTMENT F.F.E. 18.82 GARAGE F.F.E. 9.53 CH/3' C.T. 30 GAL. WITH FULL CANOPIES TO MATCH LIGUSTRUM TREE—UNIFORM SPECIMENS 8 INDIAN HAWTHORN PARSON'S JUNIPER 89 RI SHEARED TO MATCH 3 O.C. GAL. 84 ASIATIC JASM NE(LI TTL LEAF TA 1 GAL. 18"1O.C. PARSON'S JUNIPER 68 18 PITTOSPORUM TOBIRA HIRA' CR ME DE MIOT DWARF MOCK ORANGE PTS TRIMMED TO MATCH 24 O.C. 3 GAL. 3 SYLVESTER PALM — UNIFORM SPECIMENS P5 10' C.T. WITH FULL CANOPY TO MATCH 3 SABAL PALM — UNIFORM SPECIMEN SP 10 — 12 C.T. WITH FULL CANOPY TO MATCH 2 O.C. 3 GAL. MULTI—TRUNK EUROPEAN FAN PALM — 3 — TRUNK CLUMP SPECIMEN CH/3' C.T. 30 GAL. WITH FULL CANOPIES TO MATCH LIGUSTRUM TREE—UNIFORM SPECIMENS 8 (10'X10'X10') TRIMMED TO MATCH LJ PARSON'S JUNIPER 89 2 O.C. 3 GAL. LIRIOPE'SUPER 15F 2 O.C. 1 GAL. LSB DWARF YAUPON UNIFORM SPECIMENS 10 SHEARED TO MATCH 3 1O.C. 7 GAL. IVN PARSON'S JUNIPER 68 'VARIEGATED' PITTOSPORUM 6 I 4' O.C. 7 GAL. TV 2 O.C. 3 GAL. I PARSON'S JUNIPER 38 Q 2 O.C. 3 GAL. \�C_, I SABAL PALM — UNIFORM SPECIMEN 2 SABAL PALM — UNIFORM SPECIMEN / 2 10'— j12' C.T. WITH FULL CANOPY TO MATCH ___� • 10 14 13 12 18 VA -00 LAWN �'a"� �:�11D��11i � �l��■�- `,`` �����r,-�y���t�y \U U �1� 1 � � �j `� �„ � r_.J LJ, ��' r ..-�{'� �11i,� • �'•�i_.."c I� - ' �?�, at. d �'p ....A=� ' Av7 +�1 � �4/p',G�� �� _ / f�., .�,• � • h �� Ay Ogg t •.a! �y� �•F ' . Imo`, 1�" A�-'•ao�i •'� �+'aRi m, A p �.� A SP. 9".:A f3�d�. '� 4,�w�,._i N : �.-�.p. 3N. ♦ '" .moi!` /� yy�� ♦�w_71 ([ s �e1 •' "�`7ii4 ��� ; / aa,'�w► *•` �`'! �,�i��\1f►�i�� •fi'S�`" ��A�?'C% v-���a��' a•�1��•ii�' a ti� �+ MIN . C10 LAWN 1 Willi LA ■ H Iam �tf�w y t � ■■■IDINING BAR ■ '-' rm loom ME RESIDENCE AREA ::11111 ' 1ft� .I ■ IN mill PORCH ME 0 1 116 QN ■■ ..ai: �1_n� _�_�!i ■ ■ ■ ■ �. 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JOB NUMBER: 1 -72002 -LS SHEET NO. NORTH- LS sCALE 1 s _1 — 0 7.0 OA -FE: 02/2B/1B w w Q z �n w a� Q W� �W� Wco a� W O [DRAWN BY: E>.J.L. CHECKEO BY: G.J.L. JOB NUMBER: 1 -72002 -LS SHEET NO. NORTH- LS sCALE 1 s _1 — 0 7.0 OA -FE: 02/2B/1B