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ATLANTIC BLVD 719 . _, 1 i .. L VV t IJ 4 3T ACCEPTS 4 SCH 40 PIPE FOR CLEANOUT AOR INSPECTION PORT m s ii NOMINAL CHAMBER SPECIFICATIONS i I z SIZE (W x H x INSTALLED LENGTH) 51.0» x 30.0fl x 85.4» z0 CHAMBER STORAGE 45.9 CUBIC FEET O 1= MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET o_ .'i` WEIGHT 75 LBS. - I w • I----90.7" ACTUAL LENGTH ---I U' p I I I-- 85.4" INSTALLED —� a Ld p w » o 0 0 0 0 o a o O 30.0 z I o 0 0 0 0 0 0 0 0 0 r m m m o m p IIIUA z z w 1- � � OD ULu z wm (n p p - U CHAMBER DETAIL - SC 740 N.T.S. U) I w U . ..•++•..: .•.. . . W j �,... °'�: ' �` �-.:: TRAIN INLET SYSTEM DETAIL Q w _ :� j ;..;l._•'' : s•,. SCALE .NTSW w 1 1/2" PAVEMENT Z Q F MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTION/DENSITY Q Z H 6" PAVEMENT BASE (LIMEROCK) DESIGNATION DESIGNATION REQUIREMENT ^ O *.•.'" " @D FILL MATERIAL FROM 18" ANY SOIL/ROCK MATERIALS,NATIVE N/A N/A PREPARE PER ENGINEER'S PLANS. PAVED z TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEER'S PLANS. INSTALLATIONS MAY HAVE STRINGENT MATERIAL p ++_ +• '• CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. zz :.:',.• ',� 12" COMPACTED FILL PER TABLE SUBGRADE REQUIREMENTS. 0 v, ©FILL MATERIAL FOR 6"TO 18" GRANULAR WELL-GRADED 3,357,4,467, A-1 COMPACT IN 6"LIFTS TO A MINIMUM 95% z OF ACCEPTABLE FILL MATERIALS ELEVATION ABOVE CHAMBERS SOIIJAGGREGATE MIXTURES, 5,56,57,6, A-2 STANDARD PROCTOR DENSITY.ROLLER GROSS O (24"FOR UNPAVED INSTALLATIONS) <35%FINES. 67,68,7,78, A-3 VEHICLE WEIGHT,NOT TO EXCEED 12,000 LBS. U) AASHTO M288 CLASS 2 NON—WOVEN GEOTEXTILE 8,89,9,10 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. Ld ©EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3,357,4,467,5, N/A NO COMPACTION REQUIRED 2 6" OF 3/4 — 2 INCH WASHED, CRUSHED, AND TO A 6"ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 p ANGULAR STONE BACKFILL CHAMBERS 3'-21NCH FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3,357,4,467, N/A PLATE COMPACT OR ROLL TO ACHIEVE A V 1 O CHAMBERS MAJORITY OF PARTICLES BETWEEN 5,56,57. 95%STANDARD PROCTOR DENSITY E C( z r M 3/4 — 2 INCH WASHED, CRUSHED, 'i-21Nc" " o A ANGULAR STONE BENEATH AND '� o 0 AROUND CHAMBER BED ACCEPTABLE FILL MATERIALS SC-740 TABLE w �, AASHTO M288 CLASS 2 CHAMBER NON—WOVEN GEOTEXTILE END CAP z w U E P4 co jl U r� P L A N � 'I SLIP FIT CONNECTION, 104 Ei Z l; CUT TO SIZE INLET N.T.S. zo z p O REINFORCING RIBS TYP. 6 PLACES END CAP CONNECTION 0 GGREGATE MIXTURES • GRANULAR WELL GRADED S IL/A , -80TH ENDS I RUPT le CHAMBER <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR o TP ON 3/4 — 2 INCH WASHED, DENSITY. CRUSHED, ANGULAR STONE PAVEMENT N 1 1/2" °°0 LIMEROCK / ul ///-TlZ k I-P EL. 13.00 (PARKING) yp = N L=�'"-'a;.%i��.4 t.�'\v ..,.�;s t.".i .+,` �Y� �•'?•+' • .�i;�i:�iS•�ry.,�.c'r'.?;r?i�•,''a• cam! rte.:°i'� ..' 1•J:t =ra" ?r:C�: as•'.�;•s:D �' .ty-•'Y'.� k.,:,srC:''� .trr 1'�4h " 12 J J MIN. W O O N -•i'^sv...s' =..!:ti: .a7 c'Sr_ v :• ,N� r .+�F+e,h": :�:�:...i q "• �Ld AASHTO M288 CLASS 2 :. �: �.,`.: Z :; : :: ��:' :� :� TOP OF S.W.M.S A w NON WOVEN GEOTEXTILE : . - MIN. Z .:, ' ;t`' ,• '�' EL. 11 .38 (PARKING) N 6" } z W _ PIPE SIZE A B D MIN. C c� I � Z 12 IN 26.13 IN 14.70 IN 15.00 IN 20.25 IN ':' ui-e 30 BOTTOM OF CHAMBER W J a< EL. 8.38 (PARKING) 15 IN 29.63 IN 18.00 IN 18.40 IN 22.25 IN z ai °o m » z 0 �o� ! 6 MIN. MULITIPLE TEES INFORMATION =_, ala _ TTI S.H.W.T. J _ _LU_T AU — _ J v !I ILIL ILII O EL. 7.88 (PARKING) SCALE:N.T.S a TZ F 1i. j - 6" 51" c" 12" MIN.' TYP. f5MIN. In z O SECTION! DRAWING UNDERGROUND STORMWATER PARKING D-2 11 of 14 a N.T.S. DATE: a APRIL, 2006 LLI PROJECT NO.: 11-PD-DET-2.dwg 1241 0 4O ACCEPTS 4"SCH 40 PIPE FOR tr.1 CLEANOUT OR INSPECTION PORT CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND �5�'•,iy'c� y „� SAFETY FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.LOADS SHALL BE CALCULATED IN ACCORDANCE % COVER ENTIRE ROW WITH w F INSPECTION PORT SC-740 END CAP 12"MIN ID 25'MAX OD PIPE NON-WO M288 CLASS 2 0'e` WITH SECTION 3(AASHTO)AND SHALL INCLUDE H2O DESIGN TRUCK, SET 1.5'FROM BOTTOM NON-WOVEN GEOTEXTILE ` • +` ,,� y IMPACT FACTOR,MULTIPLE PRESENCE FACTOR,AND LANE LOAD. OF CHAMBER SC-740--g WIDE STRIP c, �, "� x„�•+' Q ,X � {�� r > GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, 30.0^ SC-740 CHAMBER <35% 95% MATCH EL. 35/o FINES. COMPACT IN 6 IN LIFTS TO PROCTOR DENSITY. 1 , SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN lit %-2 INCH WASHED, STORMTECH'S DESIGN MANUAL,INSTALLATION MANUAL, CATCH BASIN "r�' r,:y3� =:`[r'.;y�»;�•-' OR WWW.STORMTECH.COM. OR , ca4,• ". `r CRUSHED,ANGULAR STONE MANHOLE sr ADS 601 GEOTEXTILE OR EQUAL PAVEMENT WEIR EL.=11.35 / / I Z \ / O '? C-: 's'�'•+1 y ";}'1'L. •-y.,•_• •-.fir FOR UNPAVED INSTALLATION WHERE ri: O 90.T ACTUAL LENGTH '�i+3!^. .':-�+-•L ?• ':�.' i.• I— ""µ .,ttiv w''tiv�:?{x'i','�•#� J,'J v se's: `K✓ P- A. rOCCUR, X18' 96' . '. '� '. ' '• '. ' •. ' •yhtiif'�' X.u? � •�:'�!:•••• .q.1 jT.i•?. �'" hy.• INCREASE COVER TD?a INCHES � s?..moi^.^' MIN. MAX. 6•MIN. W-0 77 - — — U S P " L(J .: (n 0 30' BOTTOM EL. WOVEN GEOTEXTILE THAT MEETS =7 88 AASHTO M288 CLASS 1 REQUIREMENTS, 85.4'INSTALLED 0 BETWEEN FOUNDATION STONE AND CHAMBERS _ OVERLAP NEXT CHAMBERHERE 6.5"12 PL (OVER'SMALV CORRUGATION) , 0D SG740-6'-6'WI DE STRIP CREST 14 PL VALLEY 13 PL .e^ DEPTH OF STONE TO BE DETERMINED > 6 DESIGN ENGINEER STORMTECH ISOLATOR ROW PROFILE Q " SCALE:N.T.S. W o 6' 5P 12•MIN.TYP. DESIGN ENGINEER IS RESPONSIBLE FOR MIN. Of A ENSURING SUITABILITY OF SUBGRADE SOILS* p A— Z BUILD ROW IN START END THIS DIRECTION g STORMTECH TYPICAL CROSS SECTION C SCALE:N.T.S. NOMINAL CHAMBER SPECIFICATIONS D m �- m SIZE(W x H x INSTALLED LENGTH) - 51.0"x 30.0"x 85.4" � o CHAMBER STORAGE - 45.9 CUBIC FEET m uj ` MINIMUM INSTALLED STORAGE - 74.9 CUBIC FEET GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,<35% J O m U WEIGHT - 75 LBS. Q F- � Q w , FINES. COMPACT IN 6 INCH LIFTS TO 95%PROCTOR DENSITY. U W 0_ m = SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN (n z Y o U FLOOR Box FRAME AND LID W/S.S. STORMTECH'S DESIGN MANUAL,INSTALLATION MANUAL,OR STUBS AT TOP OF END CAP STUBS AT BOTTOM OF END CAP CAP SCREW LID CLOSURE NOTE: FOR PARTS NUMBERS ENDING FOR PARTS NUMBERS ENDING VENT MAY ALSO BE CONNECTED WWW.STORMTECH.COM. a WITH'T' WITH E SCREW-IN CAP THROUGH THE END CAP OR INSPECTION PAVEMENT PORT CUT-OUT PART# CHAMBER PIPE SIZE A B C D CLASS"C"CONCRETE U) SC740EPE06T SC 740 6 in(150 mm) 10.90 in(277 mm) 3.85 in(98 mm) 18.50 in(470 mm) N/A AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE _ ��l SC740EPE06B SC 740 6 In 150 mm 10.90 In 277 mm 3.85 In 98 mm ,_ "" ' " ( ) ( ) ( ) N/A 0.50 in(13 mm) ;.; 1.; :;^, roI ,• >; _ ` ��• ,' �"FOFt UNPAVED INSTALLATIONS;ud<^ W SC740EPE12T SC 740 12 In(300 mm) 14.70 in(373 mm) 7.70 In(196 mm) 12.50 In(318 mm) N/A a ' '" ` "I •`':WHERE S A OCCUR ti :j,?' I Q ` z "' 18'9 96' •��' G F VEHICLES MAY OCCUR ` '•.' .4'.`:MIN. MAX. INCREASE COVERTO ZV W SC740EPE12B SC 740 12 In(300 mm) 14.70 in(373 mm) 7.70 in(196 mm) N/A 1.20 In(30 mm) "•' `t• :'i _ ` '`'„'' ''"`" W W w LL t.. SC740EPE15T SC 740 15 In(375 mm) 18.40 in(467 mm)10.36 In(263 mm) 9.00 In(229 mm) N/A 4"PVC RISER ,'•:• � . �` � Q W r ..•:..•.::•,.;•;'�:`f MIN. ' SC740EPE15B SC 740 15 in(375 mm) 18.40 In(467 mm)10.36 in(263 mm) N/A 1.30 in(33 mm) �'+' ;:�; (n SC740EPE18T SC 740 18 In (460 mm) 19.70 In(500 mm)10.72 in(272 mm) 5.00 in(127 mm) N/A AASHTO M288 CLASS 2 V (� W SC740EPE18B SC 740 18 in(460 mm) 19.70 In(500 mm)10.72 in(272 mm) N/A 1.60 in(41 mm) %-2 INCH WASHED NON-WOVEN GEOTEXTILE — (D < ( ) ( ) ( ) ( ) CRUSHED ANGULAR STONE. 0 1 0 10 0 a 0 0 o 0 10 D o o SC740EPE24B SC 740 24 In 600 mm 18.50 In 470 mm 9.45 In 240 mm N/A 0.10 In 3 mm * DEPTH OF FOUNDATION STONE Z FOR THE SC740EPE24B THE 24"STUB TO BE DETERMINED BY NOTE:ALL DIMENSIONS ARE NOMINAL SC-740 CHAMBER 00 11 10 11 11 11 11 I1 11 DESIGN ENGINEER' Z ALL STUBS,EXCEPT FOR THE LIES BELOW THE BOTTOM OF THE END CAP O NSPECTION PORT TO BE SC740EPE24B ARE PLACED AT APPROXIMATELY 1.75". BACKFILL MATERIAL ATTACHED THROUGH BOTTOM OF END CAP SUCH THAT SHOULD BE REMOVED FROM BELOW THE CUT-OUT LOCATED DESIGN ENGINEER IS VSC-740 CHAMBER Q THE OUTSIDE DIAMETER OF THE N-12 STUB SO THAT THE FITTING SETS LEVEL. AT CENTER OF CHAMBER RESPONSIBLE FOR AND END CAP O STUB IS FLUSH WITH THE BOTTOM ENSURING THE V) OF THE END CAP. FOR AASHTO M288 CLASS 2 Z ADDITIONAL INFORMATION NON-WOVEN GEOTEXTILE SUITI E SOIITY OF O CONTACT STORMTECH AT SUBGRADE SOILS' V) 1-888-892-2694. W SC-740 INSPECTION PORT DETAIL SC-740 CHAMBER VENT DETAIL SC-740 TECHNICAL SPECIFICATIONS SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. � z ' �Zfa Q o 0 Z W o W U U �—( V) E-I Z ACCEPTABLE FILL MATERIALS I� O STORMTECH SC-310 AND SC-740 CHAMBER SYSTEMS O �-I o Q OQ FILL MATERIAL FROM 18' ANY SOILIROCK MATERIALS,NATIVE N/A NIA PREPARE PER ENGINEER'S PLANS.PAVED TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEER'S PLANS. INSTALLATIONS MAY HAVE STRINGENT MATERIAL CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. SUBGRADE REQUIREMENTS. ©FILL MATERIAL FOR 6"TO 18' GRANULAR WELL-GRADED 3,357,4,467, A-1 COMPACT IN W LIFTS TO A MINIMUM 95% - CD ELEVATION ABOVE CHAMBERS SOIL/AGGREGATE MIXTURES, 5,56,57,6, A-2 STANDARD PROCTOR DENSITY.ROLLER GROSS N (24"FOR UNPAVED INSTALLATIONS) <35%FINES. 67,68,7,78, A-3 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. F_ co 8,89,9,10 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. _ 4! c 0 1-. cO m ®EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3,357,4,487,5, NIA NO COMPACTION REQUIRED Z v H m AND TO A W ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 W rn Q a CHAMBERS %-21NCH FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3,357,4,467, N/A PLATE COMPACTOR ROLL TO ACHIEVE A •� CHAMBERS MAJORITY OF PARTICLES BETWEEN 5,56,57 95%STANDARD PROCTOR DENSITY / N L¢l. M OJ c) %-2 INCH / 15 0 L N _1 co co PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHED \ \ \ \\ \ Z c-1 CRUSHED ANGULAR. FOR EXAMPLE,THE STONE MUST BE SPECIFIED AS WASHED,CRUSHED,ANGULAR NO.4 STONE. LU o• U v w _ s z STORMTECH ISOLATOR ROW o w U MANHOLE WITH \ \ W Z I OVERFLOW WEIR . ?`^•I:'j>, .('`,�` 'a'{ri^, �.'i` r4-'.wn'::. •:Jl Chi• v^ .l.<.,:.i.7:'V .. `r':'b:;s.ar i•: . 'rrY,y%';j's.y'.Y:.•;r,_ie• >Y ,y`'a;5•tzr.z:~'�x'�-•k;vi 1I N Z ❑ .. MIN. 6•MIN. CC m C7 ZO m09 Lu U LL c6 DEPTH OF STONE - =UJ m A TO BE DETERMINED 0_j BY DESIGN ENGINEER STORMTECH CHAMBERS _j a '6•MIN O i Y ZO AASHTO W88 CLASS 2 M U • OP TREATMENT TRAIN WITH ISOLATOR ROW NON-WOVEN GEOTEXTILE - ALLAROUNDANGULARSTONE SCALE:N.T.S. ' In Z O U STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER DRAWING STORMTECH ACCEPTABLE FILL MATERIALS THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT D-3 0 SCALE:N.T.S. THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING,FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT IS THE 12 OF 14 r ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM o DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH DATE: PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECH'S MINIMUM APRIL, 2006 W REQUIREMENTS. STORMTECH LLC DOES NOT APPROVE PLANS,SIZING,OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. PROJECT NO.: 11-PD-DET-2.dwg 11241 O z i ! i - � j GENERAL BACKFILL MATERIA SEE NOTE 5 MAXIMUM TRENCH WIDTH ( ) q(SETESTE NOTE t) /� •�� sc a COCKS 12" <��,a � �a y � ra N CAST IRON VALVE BOX & COVER, BAIT BALLCIR � � 6" WIDE X 8" THK. COVER TO BE LABELED "SEWER" VALVE VALVE I - CONC. COLLAR SLOPEBACKFILL WE Doha 4-SIDES M 8% (SEE CNOTE &4)OMPACTED ° ( _� •� r W M1 / ;� LTA ` 0. PAVEMENT OR e'S. /�� 1 • �r� _ � , GROUND PIPE TO BE INSTALLED ON w'.."r: �! ''` -IIII=IIII=IIII :.•::. I I I-IIII-IIII UNDISTURBED COMPACTEDIL OR surraeLE m GALV. STEEL BACPREVENTER R IN GALV. STEEL " TO 98% MAX. DENSITY (NOTE#2) ACCORDANCE WITH 4 PLANS APPROVED BY GENERAL NOTES: '. STD. CLEANOUT COVERJEA Z 1-#4 CONT. . WITH THREADED PLUG TEST z TYPICAL TRENCH COCKS INSULATE p 1. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OR CITY •C•;• FIN. GRADE EXPOSED O F EASEMENT MUST BE IN CONFORMANCE WITH CITY OF ATLANTIC BEACH PUBLIC WORKS(ABPW)APPROVED 3 M PEG LOCATOR SURFACES (EYP) a 0_ MATERIALS. p 6"X6" WYE •' _ 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING,FITTINGS,AND APPURTENANCES REQUIRED FORA it BRANCH .: '. .• 4" MIN. CONC. ENCASEMENT I I I L-IIII "•'.'• IIII IIII=IIII COMPLETE SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING ANY ADJUSTMENTS DUE TO UNKNOWN •• OBSTRUCTIONS. 2500 P.S.I. CONCRETE _ - NOTES N p '''"'' - '• - 3. ALL CONNECTIONS AND TIES TO THE ABPW WATER AND SEWER SYSTEM WILL BE PERFORMED BY THE CONTRACTOR ' : ', IIII•.•• •' .•IIII roi 1) TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE 6" P.V.C. 45 DEG. EL CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA UNDER SUPERVISION OF THE ABPW. : :.:;:. STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM 4. EVERY CARE SHALL BE TAKEN IN HANDLING AND LAYING OF PIPE AND FITTINGS TO AVOID DAMAGING THE PIPE, =" SUPPLY SERVICE PAYLINE WIDTHS.' SCRATCHING OR MARRING MACHINED SURFACES,AND ABRASION OF THE PIPE COATINGS. ANY FITTING o • ' _ > 2) BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH W SHOWING A CRACK AND ANY FITTING OR PIPE WHICH HAS RECEIVED A SEVERE BLOW THAT MAY HAVE CAUSED IIII=IIII- SCH. 80 P.V.C. PIPE =IIII-IIII BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE"WILL NOT BE PERMITTED IN BACKFILL UP TO ~ AN INCIPIENT FRACTURE,EVEN THOUGH NO SUCH FRACTURE CAN BE SEEN,SHALL BE MARKED AS REJECTED ;• .;• .;• .;• ., ., 1 FOOT ABOVE THE TOP OF THE PIPE. W Q AND REMOVED AT ONCE FROM THE WORK. ELEVATION 5. WHERE PARALLEL WATER AND SEWER(INCLUDING STORM)LINES HAVE LESS THAN 10 FEET HORIZONTAL 6' P.V.C. STOPPER 3) BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) SEPARATION,FULL-UNCUT LENGTHS OF WATER QUALITY PIPE(DR18 AWWA C900 FOR NEWLY INSTALLED SEWER 6" P.V.C. TO SANITARY AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE tY AND DR25 AWWA C900 WATER)WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY SEWER NOTES: 4) BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN O Z WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL 6 INCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM DENSITY AS DETERMINED SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557. SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. THESE SITUATIONS MAY OR MAY-NOT BE CLEANOUT DETAIL SCHEDULE 40 GALVANIZED FEEL OR BRASS 5) SEE " EXCAVATION AND I EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT 1 NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. IN WRITING BY THE ENGINEER. REDUCED PRESSURE WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER(INCLUDING STORM)LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE,A FULL-UNCUT LENGTH OF WATER QUALITY PIPE(DR18 AWWA C900 BACKFLOW P REV E N T E R D ETAI L SEWER,DR25 AWWA C900 WATER)WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF OPEN-CUT TRENCH m m CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL FOR PRESSURE PIPEm m 0 -lit SEPARATION BETWEEN WATER AND SEWER(INCLUDING STORM)PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL Uj Z W BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE 1/04 PLATE W-42 J Z C�C Z m U THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. ~ W G < m 2 A FULL-UNCUT LENGTH OF WATER MAIN PIPE(USUALLY 20 FEET)SHALL BE CENTERED AT THE POINT OF C) z L Y 0 U CROSSING OF ALL WATER AND SEWER(INCLUDING STORM)LINES AT THE POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS.HORIZONTAL SEPARATION BETWEEN STORM SEWER AND FIRE HYDRANTS 'qi%0R108k9! ANZOWMWAW 6. CONTRACTOR SHALL NOTIFY ABPW AT LEAST 48 HOURS PRIOR TO CONNECTING TO CITY FACILITIES,TESTING DEPTH VARIES MIN/MAX COVEN (SEE NOTE/5) NEW MAINS,FLUSHING SEWER MAINS,FLUSHING SEWER MAINS AND INSPECTIONS. MAXIMUM 80 X OF MANUFACTURER'S PROPOSED EXISTING UTILITY PIPE FULL LENGTH OF PIPE CENTER MIN/MAX COVER WATER AWN FULL LENGTH OF PIPE CENTERED LOCATE WIRE AT CROSSING. (SEE NOTES). RECOMMENDATION FOR MIN/MAX COVER (SEE NOTE/4) Lprg7g WIRE DEPTH VARIES �g I YPE SANITARY SEWER SPECIFICATIONS: AT CROSSING. (SEE NOTE) (SEE NOTE#3) PROPOSED WATER MAIN JOINT DEFLECTION (SEE NOTE/4) ( NOTE/3) EXISTING CONFLICT PIPE VARIES. W SIZE g TYPE VARIES FULL LENGTH OF EPARARON VARIES W 1. PVC 1120,CLASS 118,SDR 35 PIPE: PIPE SHALL CONFORM TO ASTM D3034 FOR 4"THROUGH 15"DIAMETER PIPE. + SEPARATION PIPE CENTERED SEE NOTE 1/2) U PIPE MATERIAL SHALL BE CLEAN,NATIONAL SANITATION FOUNDATION APPROVED,CLASS 12454-B PVC COMPOUND VARIES S�C 7G' + MAXIMUM 80 %OF Z (SEE NOTES PROPOSED WATER ( MANUFACTURER'S W W CONFORMING TO ASTM RESIN SPECIFICATION D1784 WITH WALL THICKNESS T-1. PIPE COUPLING SHALL BE IN 1&2) MAIN SIZE & TYPE RECOMMENDATION FOR �/'� �/'� w ACCORDANCE WITH ASTM D3212.ELASTOMERIC SEALS SHALL MEET ASTM F477 OR ASTM F913. VARIES + ( ,J `� SEPARATION JOINT DEFLECOON LL_ 2. FITTINGS: FITTINGS 4"AND LARGER ON PVC PIPE INSTALLED UNDERGROUND SHALL BE OF SAME PVC TYPE AS VARIES Q J L THE PIPE WITH JOINTS TO MATCH THE PIPE BEING INSTALLED. ALL PVC FITTINGS SHALL BE GREEN. FITTINGS MECHANICAL JOINT (SEE NOTES/1dc2) LOCATE WIRE s O_ SHALL MEET ASTM D3034 AND ASTM F1336 FOR SIZES 4"AND 6"IN DIAMETER WITH MINMUM WALL THICKNESS 9' MINIMI 9' MINIMUM 11 1/4, 22 1/2' II 7 THE LENGTH OF THE PIPE EXISTING CONFLICT PIPE (SEE NOTE#3) ■ "'7"■ I �T"■ -�-1 L OF SDR 35. FITTINGS SHALL BE GASKET JOINT TYPE MEETING THE REQUIREMENTS OF ASTM D3212. ELASTO OR 45 (SIZE VARIES) 9' MIN. 9 MIN. MINIMUM HORIZONTAL LENGTH REQUIRED AS PER 9' MIN. 9'MIN. MINIMUM HORQONTAL LENGTH REQUIRED AS PER W TO BE RESTRAINED ON EACH ERIC GASKETS SHALL CONFORM TO ASTM F477 OR ASTM F913. PVC MATERIAL SHALL HAVE A CELL MANUFACTURER TO DEFLECT PIPE VERTICALLY TO MANUFACTURER TO DEFLECT PIPE VERTICALLY To Y CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D1784. SIDE OF BEND SHALL BE IN PIPE AVOID OBSTRUCTION. AVOID OBSTRUCTION. W Q ACCORDANCE WITH TABLE RESTRAINED JOINT MINIMUM HORIZONTAL LENGTH REQUIRED AS MINIMUM HORIZONTAL LENGTH REQUIRED AS 3. BEDDING SHALL BE CLASS B,TYPE I MODIFIED. FOR MECHANICAL RESTRAINT (TYP.) SIZE AS REQUIRED PER MANUFACTURER TO DEFLECT PIPE PER MANUFACTURER TO DEFLECT PIPE 4. TESTING: CONTRACTOR MUST TEST ALL WORK FOR FAULTY ALIGNMENT,DEFECTS,OR LEAKS. ANY SUCH LENGTHS, (SEE DETAIL PLATE W-31 A&B) VERTICALLY TO AVOID OBSTRUCTION. VERTICN LY TO AVOID OBSTRUCTION. CASE "8" CROSSING w L " DEVIATION OR OMISSION SHALL BE CORRECTED AT ONCE. ANY PIPE FOUND TO BE DEFORMED AND/OR pCASE A" CROSSING L O DEFLECTED IN EXCESS OF 7.5%OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND REPLACED CASE »B» CROSSING I- Z WITH NEW PIPE AT NO ADDITIONAL COST TO THE OWNER. 5. ALL CLEANOUT CAPS INSTALLED IN PAVEMENT TO BE TRAFFIC RATED. NOTES Z 1. IF EXISTING UTIUTY PIPE IS A WATER MAIN, 6-INCHES OF SEPARATION IS REQUIRED. Q 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS (PLATE W-10 AND PLATE W-11) NOTES: Z WATER SPECIFICATIONS: 3. LOCATING WIRE REQUIRED: SEE DETAIL PLATE W-44. NOTES: O 1. IF EXIS TING CONFLICT PIPET IS A WATER MAIN, 6-INCHES OF SEPARATION IS REQUIRED. 4. THE COVER FOR PIPING LESS THAN 24' SIZE SHALL BE 30' (MIN) IN UNPAVED ARE& 1. IF EXISTING CONFLICT'PIPE IS A WATER MAIN, 6-INCHES OF SEPARATION IS REQUIRED. 1. INSTALL WATER PIPING WITH A MINIMUM 36"COVER IN PAVED AND UNPAVED AREAS. UNLESS OTHERWISE NOTED. 36" MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60", UNLESS APPROVED BY INTERCOASTAL UTILITES. 2. FOR MINIMUM VERTICAL.SEPARATION REQUIREMENTS SEE DETAIL(PLATE W-10 AND PLATE W-11) W 1 2. PVC 1120,SCHEDULE 40 AND SCHEDULE 80 PIPE: PIPE SHALL CONFORM TO ASTM D1785. PIPE SHALL BE MARKED THE DOVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED 2 FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL(PATE W-10 AND PLATE W-71) AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY INTERCOASTAL UTILITIES. 3. LOCATE WIRE REQUIRED: SEE DETAIL PLATE W-44. 3. LOCATING WIRE REQUIRED:SEE DEWL PLATE W-44. 0 NSF-pw APPROVED. 4. THE COVER OVER ALL PIPING LESS THAN 24'SIZE SHALL BE A MINIMUM OF 30` IN UNPAVED 4.THE COVER OVER ALL PIPING LESS THAN 24•SIZE SHALL BE A MINIMUM OF 30"IN UNPAVED AREAS AND I 3. PVC PIPING OF NOMINAL DIAMETER 4"THROUGH 12"SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA 36'IN PAVED AREAS WTIN A MAXIMUM COVER OF so-UNLESS APPROVED OTHERWISE BY INTERCOASTAL UTILITIES COVER FOR AREAS AND 36" IN PAVED AREAS WITH A MAXIMUM COVER OF 60" UNLESS APPROVED OTHERWISE T/� C900-LATEST,"STANDARD FOR PVC PRESSURE PIPE,4 IN.THROUGH 12 IN.FOR WATER DISTRIBUTION." PIPE BY INTERCOASTAL UTILITIES COVER FOR PIPING 24'SIZE AND LARGER SHALL BE MINIMUM OF 36' PIPING 24'SIZE AND LARGER SHALL L MINIMUM OF 38"(PAVED AND UNPAVED)AND MAXIMUM OF 84'UNLESS /1 SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND MINIMUM DIMENSION RATIO OF 25,AND ADJUSTMENT UNDER EXISTING UTILITIES (PAVED AND UNPAVED)AND MAXIMUM OF 64• UNLESS APPROVED OTHERWISE BY INTERCOASTAL UTIUTES. APPROVED OTHERWISE BY INfERWASTN UTILITIES. Ca Z SHALL HAVE SAME O.D.AS DUCTILE IRON PIPE. 5. IF PIPING CONFLICT IS LOCATED AREA(NO TRAFFIC LOADS) AND THE NEW PIPE IS D.I.P.,THEN A3. MECHANICAL RESTRAINTS THE MINIMUM MAY BE REDUCED TD 24 INCHES (ONLY IN THE AREA OF THE coNFucn. ADJUSTMENT UNDER EXISTING UTILITIES �' � 4. HIGH DENSITY POLYETHYLENE PIPING 1/2"THROUGH 3"SHALL BE PE 3408 DR11 AND SHALL BE MARKED IN ACCORDANCE O < WITH AWWA C901-LATEST,"PE PRESSURE PIPE AND TUBING,1/2 INCH THROUGH 3 INCH,FOR WATER SERVICE. 3 D 1/2"THROUGH 3"PIPE SHALL BE COLORED BLUE FOR WATER AND GREEN FOR WASTEWATER AS REQUIRED. 1/04 PLATE W-34 PIPE JOINT DEFLECTION 5.FITTINGS: FITTINGS SHALL MATCH THE TYPE OF PIPE FURNISHED,EXCEPT AS OTHERWISE SPECIFIED. SCHEDULE ADJUSTMENT OVER EXISTING UTILITIES 1/04 a O 40 AND SCHEDULE 80 FITTING SHALL HAVE SOLVENT WELD JOINTS AND BE IN ACCORDANCE WITH ASTM D2672. PIPE JOINT DEFLECTION Z x FITTINGS ON 2"PVC PIPE MAY BE PVC WITH PUSH-ON BELL TYPE JOINT OR SOLVENT WELD. FITTINGS WOR J LARGER ON PUSH-ON JOINT PIPE INSTALLED UNDERGROUND SHALL BE M.J.DUCTILE IRON OR PVC WITHO ,� W Q RESTRAINED PUSH-ON BELL TYPE JOINT. 1/04 PLATE W-41 U O In 6. JOINTS: PVC PIPE SHALL HAVE INTEGRAL BELL PUSH-ON TYPE JOINTS CONFORMING WITH ASTM D3139. FOR PVC PIPE 2"OR SMALLER,SOLVENT WELD JOINTS SHALL BE USED. SOLVENT CEMENT USED FOR SOLVENT WELD PLATE W-4O �� � ~O JOINTS SHALL COMPLY WITH ASTM D2564. THE JOINT SHALL BE MADE IN ACCORDANCE WITH D2855. THE JOINT ago ! E-s E"i Z SHALL CONFORM TO ASTM D2672. JOINTS FOR 21/2"AND LARGER PIPE SHALL BE INSTALLED IN ACCORDANCE PVC PIPE RESTRAINT JOINT SCHEDULE TEE BOLT EeEa `TEE BOLT I � WITH J.E.A.STANDARDS MANUAL SEC.350.2.4 AS APPLICABLE. LA O ',Z, MECHANICAL JOINT CONNECTIONS BETWEEN D.I.PIPE OR FITTINGS AND HDPE PIPE OR FITTINGS LENGTH (L) TO BE RESTRAINED (SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS) A 4< p D SHALL BE D.I.M.J.GLANDS CONFORMING TO AWWA C111 AND AWWA C153. MECHANICAL JOINTS SHALL BE FULLY NOMINAL HORIZONTAL BENDS VERTICAL OFFSETS REDUCERS TEES NOTE p,�AJ� BELL JT PVC O PLAIN M.J. D.I. FITTINGS U RESTRAINED. PIPE 90' 45' 22.5' 11.25' 45' BENDS VALVES OR ENS r�C END PVC SIZE BENDS BENDS BENDS BENDS SEE NOTE 4 DEAD-ENDS SIZE L RUN BRANCH L O M HORIZONTAL BEND F-1 7. TESTING: LEAKAGE AND PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600,SECTION 4. (IN.) L(FT.) L.(FT.) L.(FT.) LR(FT.) LU(FT.) LI(FT.) L(FT.) FT SIZE SIZE FT x _39-8. DISINFECTION: DISINFECT ALL WATER PIPING AND FITTINGS ACCORDING TO APPLICABLE PROVISIONS OF THE 4 20 8 4 2 20 3 50 _UX4' 4' F.O. NEE W ANGLE OF PROCEDURE ESTABLISHED IN AWWA STANDARD C651-92,"AWWA STANDARD FOR DISINFECTING WATER MAINS". 8X6 35 6" 8• 10 M 6 CHANGE " 8 28 10 5 2 28 4 70 8X4 65 4'< LESS E0. 9. INSTALL WATTS SERIES 009,1"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER(ORAPPROVED EQUA . 8 36 14 e 3 38 5 90 e' e' 30 RESTRAINED MECHANICAL JOINT L BACKFLOW PREVENTER MUST BE IN ACCORDANCE WITH AWWA STANDARD C511-LATEST,'REDUCED-PRESSURE10X8 35 RESTRAINED BELL JOINT O PRINCIPLE BACKFLOW-PREVENTION ASSEMBLY". 6'< LESS F.O. A. co 10 40 7a a 4 45 6 110 10X6 65 TYPICAL PROFILE y N 10.METER BOX TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID. 12 50 20 9 4 52 a 120 12X70 35 10` 10" 48 TYPICAL PROFILE I SECTION MECHANICAL JOINT TO PLAIN END �► w `alb 12x8 65 9' 14 BELL JOINT TO PLAIN END W/MECHANICAL RESTRAINERS E= co" 11.BACKFLOW PREVENTER MUST BE TESTED BY A CERTIFIED TESTER AND A COPY OF THE TEST RESULTS 14 56 23 10 5 60 9 140 W/MECHANICAL RESTRAINERS Z R4 W R SHALL BE SUBMITTED TO ABPW 18 e0 28 11 8 87 t0 180 BX10 95 2• 12• g5 2 W Q s1' 16x12 65 6"< LESS F.O. A ND m 18 69 29 12 6 74 12 180 f0" 35 . = t w 20X18 85 8"< LESS F.O. I ** ** y M 20 75 32 13 7 80 13 195 2OX12 120 16• 18" 100 L Q "-•LL E� MECHANICAL JOINT SLEEVES W I.L. Z.w N 24 78 33 15 7 81 14 200 24X2 85 12' 40 Z F (A J v 30 a9 36 78 9 97 16 235 24X18 95 0'< F.0 y UPPER BEND , J w o> 24X18 120 20' 30 1 Y 8 m p, U d w 36 100 40 20 10 110 20 270 ANGLE OF 4� ,, ra z 30x24 so 18" 80 * ** ** TIE RODS DIRECTION g c a 42 115 48 23 11 125 24 300 . :: 30X20150 2% F.o ., CHANGE ! } W 48 125 52 25 12 140 30 340 36X30 80 4 24 30 REDUCER " :' RUN Mi Z a 38X24 750 20" 90 > 0 PVC PIPE RESTRANT NOTES: 42X30 150 2t�LESS o �� 6 y w NUMBER OF TIE RODS REQUIRED LOWER BEND z vi 48X42 80 30" 40 ci M 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN 48X38 150 24' Eo * t�:�:; **� „ " y Z p OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO 20' PLUG 03"-08" MAIN - 2 RODS W � LL Q LENGHTS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. e'< LESS F.O. t0 -t2 MAIN - 4 RODS 6' 36• 80 DEAD -END THRUST COLLAR 14'-20" MAIN - 6 RODS t3 ANGLE OF 45' � " Z z 0 0° Z DIRECTION c� p DO o to 2• ASSUMPTIONS: PVC PIPE SAFETY FACTOR=1.5, TEST PRESSURE=150PSI 3°• 20 ANCHOR 24"-36" MAIN - 8 RODS � z U En LL " 24" 50 TO BE USED INSTEAD OF TOTAL 42"-48" MAIN - 10 RODS z ! CHANGE VERTICAL OFFSET PROFILE W o J SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20 20•<LEss F.D. RESTRAINED LENGTH (OPTIONAL) AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. 42• 42• 22Q �� BRANCH 0��* SIZE AS PER THRUST BLOCK DETAIL (W-38). � o 35" 18o SEE DETAILS W-36 & W-37. Z U) F-z m 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING, i4• 80 j rpm1'"o-TEE L N 4• VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 Ig• 40 O48' 50 L <" 0 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED 42• 190 o G, v LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR 36• 90 GENERAL NOTES: nco THE LOWER (DEEPER) LEVEL ASSUME 45 DEGREE BENDS. 4�" o PAY ITEM " * " DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH F.O. FITTING ONLY BASIS. Z 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON v EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET ! PAY ITEM " ** " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGHT ON TEE "BRANCH" BID FOR FITTING OR VALVE. AF .� �► DRAWING �► INDICATES DIRECTION OF (WATER HAMMER) FORCE. D NOTES: -4 o- 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 1.TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF VALVE FT (MIN). TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN.). 13 OF 14 PVC PIPE MECHANICAL RESTRAINT DETAILS I 3.PAY ITEM *" DENOTES A.PAY ITEM DENOTES A RRESTRAINTESTRAINT WWHI H HICH i SPINCLUDEDAID FOR °IN THEN A EUNIT PRICCR EACH E BID DATE: Ld RESTRAINT JOINT SCHEDULE FOR FITTING °R VALVE' APRIL 2006 W 1/04 PLATE S-38c MECHANICAL RESTRAINT DETAILS II 1/04 . PLATE S-38A PROJECT NO.: 1/04 PLATE S-38D 13-WS-DET-D-2.dwg 11241 Q. o z ' LANP 36APE 6AL6ULATION�3PLAN T lNe NO C) S REQUIRED LANRSGAPE, INTERIOR VUA REQUIRED LANRSGAPE, STREET FRONTAGE 1. The LANDSCAPE CONTRACTOR is responsible for verify' y g project REQUIRED LAND GAPE, ADJACENT PROPERTY site conditions(moistue and pH) and all quantities indicated on these Mans, 4 •' C e VUA: 12,918 SF. VUA FRONTAGE: 272 FT VUA FRONTAGE: 272 FT befor pricing work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE % ''� REQUIRED: 1,292 SF- REQUIRED: 2,720 SI=. - ARCHITECT if soil conditions are poorly drained to determine is substitution `` Z`F~ •' ` P 3 cJ REQUIR�: 1,3(vO SF• of materials is 'necessary. Q ` R VIPER" 1, 7� F• PROVIDED: 2,59 SF 2. All plant material shall be Florida Grade No. 1 or better TREES: A f-R��S PROVIDER: I,BgS SF, nursery grown in accordance to Florida Grades and Standards _ TREES: (o TREES TREES: ( TREES handbook. �' � 0 •� ' SHRUBS. 1,2'92' FT @ 25% -• 32'3 SF SHRUBS: 272 FT @ 75% = 20q� FT � 3. Plants shall be sound, healthy and vigorous, well branched and ,� 323 SF @ 9 SF�SHRU� = 35 SHRUBS ZOA FT @ 3 F 1-�5f-tRU _ �J St�tRU s '`" rn densely foliated when in leaf. They shall be free of disease, N w insects, eggs or larvae ands shall have healthy, well developed root J ,, •• W , W G,, systems. They shall befree' from physical damage or adverse [� J a LL_conditions that would prevent thriving growth. PROTEGTEP TREES REMOVER: 0 INCHES FORM SALVM Witt 4. All lasts must be container rows or B&B as indicated U ui GlJNT INU RIM �-°o° 3" �,ry P g -�, (� in the plant list. -' REQUIRED REPLACEMENT: O INCHES ', _ r g�.,t Tr-�=, 5. All plants shall conform to the varieties indicated in the TOTAL PROPOSED TREES: 2(o INCHES _I I�=1 I I-I I I I 1=�1-,L; plant I ist. v Q SPEGFIED PL.mriwa I 6. Substitution of plant materials will not be permitted unless MIX WATER & TAMP '`' authorized in writing b the LANDSCAPE ARCHITECT. If proof is ° �t TO REMOVE AIR I1= 11�=�L I =1I� Pouters L III=T_' submitted that any plant specified in not obtainable, a proposal W LEOENP � (�� III=I1 will be considered for use of the nearest equivalent size or Q N variety with corresponding adjustment of contract price. 7. Plant material locations and bed outlines shall be staked or o e adjusted if required 0° WP TREE TOE TRANSPLANTED to fit actual as-built conditions on site and flagged on site by the CONTRACTOR and shall b FIRE HYDRANT approved by the owner Q e' OAK •o TREE TO f5E PRESERVED W/ t5ARRIGADE orowners representative. 611RU�) PLANTING 8. All proposed tree planting locations shall be staked or flagged NOT ro SCALE before installation by the LANDSCAPE ARCHITECT and approved by the41 66&F- 1 N owner or owners representative. 9. The CONTRACTOR shall excavate plant pits, according to the drawings, NSE: unless otherwise directed. Apply pre-emergent to all beds prior to planting. �10'PALM,` . 12'PALM jf SHR'!B` STAKE TO FNZST pRANGfIES 10. All container grown rootballs shall be carefully scoured t AS NFZE65ARY FOR before setting in plant pits.! TMSPLANTW FIRM OYPOIRT 11. All backfill around plant material shall be worked firmly, SHALL NOT Ta4H tamped and watered in under and around the rootball to fill all PAL -_ PALMS WIRE'. 1oids 12'PALM _.._. TRLN<S OR DrtANGhtES 'PALM LANDSCAPE CONTRACTOR shall bear final responsibility for 12'PALM 8 ^13'58" W 150,00' i 2 x 2' HARM06P STAKES P 9 DRIVEN FIRMLY A MINIMLM proper surface drainage of planted areas. Any discrepancyin the --i ALM" If INT THE ;RApe drawings, obstruction on the site, or prior to work done by any PRIOR TO bACKFILLIN6 other party, which the CONTRACTOR feels precludes establishing 2 STRANp IZ 6AU6E 6ALv. proper drainage shall be brought to the attention of the LANDSCAPE ` 12'PA WIRETVV6TEP ANP ENCASED ARCHITECT for correction or relief of said responsibility. 10'PALM IN R=ER HOSE 0 - T 9" M FROM TOP OF STAKE 13. Planting beds shall be 'cut or edged to form a uniform clean _ 5 RI 1 Fpm 5p yylrh Z WIRE 6LPPORPS SHALL PSE line between beds and lawn areas. 10 PAL USD ON MAIN 6TRtVTUR& 0- 7 , ' ' �" CONrINLIWs RIM ---� W_ANaiE5 14. After all plant material' in a plant bed area has been + s•PALM '"full a 9 installed and approved, the areas be I I� pP between plants shall be raked to _I�I�II- I :': III�I II= an even grade to conform to premulching finish grades. All • .' �', -- - SPECIFIED PLANfIN6 MIX - ll planting beds and plant saucers shall then be uniformly covered _ _ with a minimum three inch layer of 2 WATER & ra,�P To � • � "��"' • I I.' y # grade or better RED cypress � .-RAP REMOVE AIR POCKETS = mulch. Z I n f L-0-Hp-s Ib CRAPE MYRTL II-- W • -�- MYRTLE " _VIII -�-III I 15. All planting bed areas with acceptable topsoil shall be top ose Bib\ i i, I + f i -I I( I I-� dressed with 50% organic 6-6-6 commercial fertilizer at a rate of z 2 ,`. 2 x BALL via nine pounds per 1000 square feet. and tilled to a minimum depth of U ! r j CRAPE D three inches. Q W i ', of II LJ MYRTLE 16. Plant material backfill mixture shall be thoroughly mixed in W m �I � a 13 o the following preparations: z U N S _ _ IqS' I' `' CRAPE £ MULTI-TRUNK TR STAKING 50% existing clean topsoil 1/3 topsoil W ~: 50% soil mix 1/3 peat C 1/3 cow manure z Z 4; s, Q a '" MYRTLE p �2 aVF SCALE Nor TO SCALE 17. The LANDSCAPE CONTRACTOR is responsible for all fine grading 0 W J 8 QV i ose a 17 RI T I �t,1N' ' d K - "'''`°{`�'`''` `" ` „ n( preparation planting. Apply pre-emergent to all beds prior to planting. z Q . 19 LJ �) oti z,2z re aration for lantin A I ` "' ( _( CRAPE 18. Rough grades will be established by the owners general o' 9 HHJL x.I t t t t t =t> ` III ..H, 14 _i. 0. ; F MVRrL contractor at approximately 13 inches below curbs, sidewalks, l �'��® i y 5 I hardscape amenities, mowing strips and abutments. e I �^ 19. CONTRACTOR shall coordinate construction of planting areas .� �c APE NOTE: with installation of irrigation system. _.. f III-I I(� `� 20. Where seedingmay be 're wired on the Ions, germination rate 12'PALM" 12'P ~► MYRTLE 1 Y q P 'e;� srnxE TO FIRsr plzAa�ct�Es �� AS NECI=SSARY FOR shall be the maximum percentage required for the variety specified FIRM SUPPORT at the rate of application specified. wIRE'Sf�L NOT r 21. Sod areas shall be SPECIFIED Grass. Grass for sodding aZh Sod shall be healthy, free of s one foot wide by two feet long. + �� Y �.x18+PALt� � OR RUp ,avl�ENr shall be freshly cut In squat.. insects and weeds, in naturally flourishing TRUNKS OR 6RANGf iE5 x 2' rtARDwoOD STAKES conditions. Dry, brown and unfresh sod will be rejected. O Hose Bib h - PRNQd FIRM_Y A MINIMUM OF J LJr I 2 2� line to form a uniform layer.' end and side to side in a staggered Is" INTO THE � 22. Sod shall be Iald end t CR P PRIOR ToAGKFILLINC� y j All uneven edges shall be squarely LANDSCAPE R � 2 S trimmed to allow close and irm fi RI - TRAND 12 6AU6E 6ALv. f tting of each piece. it RI MYV4;_ � ; WIRE TWISTED AND ENCASED 23. After sodding is completed, the entire sod areas shall be PLAN IN HOSE 9 Y g �' MLLLfi Or watered b hand or irrigation system each day for two weeks. - _ °14 6'- AIN srRUCruzw as directed herein at the rate dressed with a commercial fertilizer ra 2 WIRE MAIN 6r J6TLSHALL f3E s direded areas shall then be to of 12 pounds per 1000 square feet of 3°2,06 N 89^13'58' E 150,00 �. _ i evenly broad case pattern. III=III=11 ':: : II -I�I VIII responsible for fully maintaining • .____ .. -__ __ _ .. .. __ _____ __.-_-. I -.__ .___ 24 a The LANDSCAPE CONTRACTOR is reapon JANET O. WHI•fMILL,R.L.A.,INC. all plant material on site during and before planting, until the Ipgh{at'reseryJanet ed. pioetioRtne .....-..... II a _ workmay be used, reproduced, TRANSPLANTED wSPWIFIEvr o MIX=lt_I- 'fes -III=�- work in accepted by the LANDSCAPE ARCHITECT and or owner. distributed° displayed or otherwise PALMS REMOVE AIR POCKETS I I! �� 25. All lasts shall be communicated In any form or by �_ I I I__ p guaranteed by the LANDSCAPE CONTRACTOR to any means without the prior, e� be healthy plants and in flourishing condition of active growth for written consent of Janet 0. Whitmill: =111=III ninety90 days from final inspection 13� shall be guaranteed an additional one a year from afinal inspection Z X PALL DIA ATLANTIC BOULEVARD and acceptance. 26. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject an land all I rl 1 STATE READ N0. 10 9 J Y work which in his opinion does P z - coo' Riw) not meet with the requirements of the specifications at any stage o - ` SINGLE-TRUNK TREE STAKING of the project operation. 27. In general, the work shall proceed as rapidly as the site a ofSCALE: NOT TO SCALE becomes available. Keep all ',areas of work clean, neat, and orderly at all times. w 28. There will be special care to all existing trees to be retained on site to avoid construction damage. �"� 29. If an automatic irrigation system is to be provided in lieu of I =r,F" TO hose bibs as shown on the plan, a shop drawing of the layout and V f{'4 t M. 'l : ? I- l PLANT L_15T design must be submitted to', the governmental agency, for review t ro 4 ^ and approval, riot to installation. w r QTY SYM DESCRIPTIONr�IZE SPACING INCHES Irrigation system shall be full automatic, ° o PP P } 30. Irri y providing 1009' t i coverage to all planting areas, with all s r_ 9 P 9 pop up heads in lawn area. S QV GZUERGUS VIRC�INIANA "LIVE OAK' Id-I2' HT, 2' GAL. AS SHOWN (y 31. Irrigation station shall be set where there will be no mixing 5 LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 9V X 'S' MATCHED, i ' CT, 3 TRK AS SHOWN IO of shrub and lawn areas, fixed' spray heads with gear driven heads 1`0ST ELEVATION to SP SA15AL PALMETTO CAf5�AGE PALM" g-I�' or impacts. Shrub risers shall be minimum 2.5 from eop and PLAN lE1W! l . GT, HURRICANE GUT AS SHOWN 10 all heads minimum 1' from buildings. 32. A double check backflow prevention (or approved equal); equal J0B No. 14406 LJ LIGUSTRUM JAPONICA "HOWARD LIeUSTRUM" 2A!' HT, 3 GAL. 3�" OG to a DCA-100; to be mounted in a rectangular valve box (12"x 10") RI RHAPHIOLEPIS INDICA "INDIAN HAWTHORN" I8" HT., 3 GAL. 3D" OC_ on the service side of the meter and immediately adjacent to the DRAWN: JOW TREE PROTECTION FENCING DETAIL JP JUNIPERUS GHINENSIS "PARSONI JUNIPER" I8" SP, 3 GAL. 3O" O water meter. i'll T ;:;�'} I.. ; G 33. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted JOW SOP STENOTAPHRUM SECUNDATUM ST ALOL16TINE "FLORATAM" approval. CHECKED [[}� r( ( for review and ti,+ � i..i:..3 I I�:� . „r r l f a i'1 TREE�' E- A r�77 'i r L� L.. 4.!{ :°"�E...:.. �r't i'C.ri'I t ��.�., i f , ;4�i: l �_ Y.; ;; ' Wl [_ ltl �t_I t??'�3y t�.l. 36. . Shade trees shall be planted minimum 4 from EOP and 15 from OHE. SCALE: 1 : 20 ' SOD ALL A:I SLOPES OR GREATER AND Id FROM EDP. GDORDINATE FURTHER GRASSING WITH GENERAL GONTRAGTOR. 37. Do not plant trees .below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. L S �.. DRAWING NO. I, • t j 1 j i I ALTA/ACSM LAND TITLE SURVEY 1 MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF DUNKIN' DONUTS ATLANTIC BEACH, FLORIDA A PART OF CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST IN THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD WITH THE VICINITY MAP EAST LINE OF SAID SECTION 38; THENCE RUN SOUTH 89° 13'58" WEST, AND ALONG THE NORTH RIGHT-OF- WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 210.20 FEET TO THE POINT of BEGINNING; THENCE RUN NORTH 07016'02" WEST AND PARALLEL TO THE EAST LINE OF SAID SECTION 38, A DISTANCE OF 150.00 FEET; THENCE RUN SOUTH 89° 13'58" WEST AND PARALLEL TO THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 150.00 FEET; THENCE RUN SOUTH 07016'02" EAST AND PARALLEL PROJECT TO THE EAST LINE OF SAID SECTION 38, A DISTANCE OF 150.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD; THENCE RUN NORTH 89°13'58" EAST AND ALONG THE NORTH RIGHT-oF-WAY LINE LOCATION rn OF ATLANTIC BOULEVARD, A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.51 ACRES MORE OR LESS. M FIRE HYDRANT TO JACKSONVILLE ATLANTIC - PENMAN LLC BENCH MARK -- RE NO. /7/363-0000 BOX CUT ON TOP AT NOSE `?^ O.R.B. 10769, PAGE 2273 OF CONC CURB; FOR GRASS1 ATLANTIC BOULEVARD PARKING ISLAND SHOPPING CENTER ELEVATION = 13.22 a 1 a 12. 10 ASPHALT PAVEMENT11.93 0� 13.1 5'DIA�IO"PALM12 \�• \� \� FOUND 112' IRON ALM SH1 08 o I CONP SPILLWAY FOUND I /2" IRON 13.44 PIPE-WITN@SS \^i;- oa LB3857 1.91' W., 13.27 PIPE LB3857 12.99 12.97 ,1:2'IN. ! 1 12"PA��1\ 12"PALM 12.74 t l b 12.06 12"PALM S 89013 '58 " W 13.4 13 105 113.65 "PALM ti� i tt 13.181 5 0. 00 13.105; 12.69 i 12.08 I SET 11 /4" REBAR 2.6-" 241\ 1.8� 12.13 i WITHt,CAP�LB6739 13.31 13.06 , , 11.89 t o 13.20 12.90 5a Sa 13.07 i j 13.19 6.4 5'DIA.SHRUB 12.74 \ \ ASPHALT PAVEMENT / ares; t OVER.PROPERTY LINE 12"PALM WM. 12"PALM tt I 1 j IO-PAL 3 GUY ANCHOR--------- 20' REAR BUILDING SETBACK LINE - ---------`---� i I i t 10"PAL t I � 8"PALM I 2„2„2„ CRAPE MYRTLE I OR 10"XIO"CONC LP 0 1 i \4'� _ �RR29 CRAPE I 12.191 do t � V�N \^�• ` _ _ t MYRTLE I 11.96 I \ It3.06 V)i- � SNE pWNSNiP Z ` ` 'I _ i Z I It r tt i oNm �tpF 5,6, LO o o 2"2,2„ l I I D t ON ASPHALT PAVEMENT \ 1 0 m MYRTLE t \� , o VACANT LOT r I o N \ .2"2„2,.i 12.17.I O I r, I I I ::9-7- CRAPE 1 1 1.81 t 1 rrt I n 1 0.51 ± ACRES I MYRTLEI �I D t t\ 22,315 SQUARE FEET a t l _ 0 t-n O.R.B. 10962, PAGE 1988 x I cn r t I o - "' I m tt m 1 0 1 CRAPE 13.03 MYRTLE,' 12"PALM 12"PALM 2"2„2 t tCAPE MYRTLEI N 1 13.04 I L� 13-30 330 -I 12r l I 12.84 ASPHALT PAVEMENT I.It' i I I z i z METAL 8 PLASTIC SIGN N A PHALT PAVEMENT j t I (A 1 No \ (NORTH BEA 0 R PROPERTY LINE I I LM 913 t t 11-47 12.49 � 1.5' I 11.21 I 1 12.97 j 13.161---------_ 20' FRONT BUILDING SETBACK LINE_ i I 11.43 t 12.9 ' 3.1 - ---__.------- --.2-'�_ _ TOP,' ILII a STORM MH CRAPE 1 / \ SIDEWALK h ti 2"METAL GAS 12.83 ' 3� � \ ' ON LINE, MYRTLE o I 12.33- ` OVER LINE 0.4' \ti STOP 11.39 a VENT PIP11-40 fr FOUND NAIL 8 12.5 \�''' 24"X24"CONC PP , E INV. 7.46 • I f.49 I i.03 a1 1 1�_NOR_THCREY K LB3857 i 6 a, WITH STREET LIGHT - - _- _ _ - S INV. 7.37 S 89013'58" W 21 0.2'(DEED) 125.92' :84 ON PkOPERTY LINE - - -- - - -- - 12 - -- - -'11.16 \\It _ _ oa c, _ CONC. SIDEWALK 0\f oo `L , 10.95209.53' (FIELD) I 10.93 OHE OH RIGHT OF WAY LINE �-=OAE' _ _ _ - - I CONC RAMP I \ o��\ \\h \''\�h \ 1 '� \. 11.55 -----1---- -- - - - - - - - - - - - - - -- -- -- \ - - - ( - - -- - - - -- LEGEND: GRASS • \ S^�CONC RAM � 0`O N 89013 '58 GRASS 1 50. 00' \\•p°�ON� RAMP oo\ I.2 - 15"RCP 96.3' - - - r - - --- -' ' - 1 - - - - - \\ \ \ \ \ _ \' \ 1 I CONC \ \ CONCRETE CURB \ EDGE OF ASPHALT PAVEMENT\ 11.39 "' CURB INLET \ I INV. CONCRETE ' ET NAIL DISK, ! 1.73 11.02 �, TOP I I.41 1 1 INV. INVERT ELEVATION LP LIGHT POLE �o NO. LB6739 IN 11.34 MH MANHOLE CONCRETE WALK POINT OF BEGINNING GRATE 10.90 t OHE AERIAL POWER LINE oti � �o THROAT 10.44 SET NAIL 8 DISK, POINT OF REFERENCE O.R.B. OFFICIAL RECORDS BOOK \`L \ \ \ NO. LB6739 IN FOUND 1 /2" IRON t RCP REINFORCED CONCRETE PIPECONCRETE WALK PIPE CAP SMASHED i WM WATER METER', ATLANTIC; BOULEVARD ' t ) I STATE ROAD NO. 10 BENCH MARK ( 100 R/W) BOX CUT ON TOP AT NOSE OF a CONC CURB FOR MEDIAN ISLAND 1 11 ti ELEVATION 12.69 1 - I t \� oo I t l , l I NOTES: I . BEARINGS SHOWN HEREON BASED ON OFFICIAL RECORDS BOOK 10962, PAGE 1988, WITH THE NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD HAVING A BEARING OF NORTH 89013"58" EAST. l I 2. THIS SURVEY WAS PERFORMED BASED ON TITLE INSURANCE COMMITMENT NO. FA-C-2077021 1 ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, WITH AN EFFECTIVE DATE OF I DECEMBER 12', 2005. 3. IMPROVEMENTS LOCATED ONLY AS SHOWN HEREON. ONLY ABOVE GROUND INDICATORS TO l BELOW GROUND UTILITIES WERE LOCATED. OTHER UTILITIES MAY BE PRESENT ALTHOUGH 1 NOT SHOWN HEREON. FIRE HYDRANT l 4. THE ABOVE DESCRIBED LANDS LIE IN UNSHADED FLOOD ZONE "X" WHICH IS AN AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN, ACCORDING TO COMMUNITY-PANEL NUMBER 120075- 0001 D OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY of ATLANTIC BEACH, FLORIDA, DATED APRIL 17, 1989. T0: DUNKIN/ATLANTIC SAILFISH LLC AND FIRST AMERICAN TITLE INSURANCE COMPANY ti 5. ELEVATONS HEREON SHOWN THUS: \`L'BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED, ORIGINATING BENCH MARK USED IS A RAILROAD SPIKE FOUND IN A 15" PINE TREE LOCATED 66.8 WERE MADE IN ACCORDANCE WITH MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM FEET EAST OF THE CENTERLINE of SEMINOLE ROAD AND 28.4 FEET SOUTH OF THE CENTERLINE LAND TITLE SURVEYS, " JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, OF SEASPRAY' AVENUE. ELEVATION = 12.250' N.G.V.D. (29 ). AND INCLUDES ITEMS I - 6, 8, II (a), 13 AND 14 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE 6. THE ZONING DESIGNATION FOR THE ABOVE DESCRIBED LANDS IS COMMERCIAL GENERAL/ ATLANTIC DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS j I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM BEACH (ACG). ACCORDING To THE CITY OF ATLANTIC BEACH, THE BUILDING HEIGHT IS RESTRICTED WERE MADE IN ACCORDANCE WITH THE 'MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD TO 35 FEET OR LESS, AND THE BUILDING SETBACK REQUIREMENTS ARE 20 FEET FOR THE FRONT AND SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS. Infrastructure OF SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 REAR YARDS,' AND 10 FEET FOR THE SIDE YARD. OF THE FLORIDA STATUTES,AND 61G17-6 OF THE FLORIDA DATED: FEBRUARY 16, 2006 Environment ADMINISTRATIVE CODE. WELL-IDENTIFIED FEATURES IN THIS GRAPHIC SCALE IN FEET SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED Buildings HORIZONTAL POSITIONAL ACCURACY OF 0./ FEET. , CARL J. SCHELLHASE FLA. P.S.M. CERT. NO. LS 5021 0 20 40 80 ARi �J J�J��C CARL J.SCHELL ASE FL f, 021 BRENDA D. cATONE FLA. P.S.M. CERT. No. LS 5447 1�. G&M,Inc, BRENDA D.CATONE FL _,P, ,.M. RF•tu 4,47 1650 Prudential Drive,Suite 400•Jacksonville,Florida 32207• �r"� �r ;,;. (904)721,2991•Fax:(904)861-2450 FIELD JANUARY 27, 2006 / N +D d°'E ARQ 1'6,, F20Q6. FI Certification Number:EB 7917 LC 0269 LB 7062 SCALE: 1 " - 20' fi . " ; �',z IN j NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICE R S 16 R'� ,a4APPER REQ. NO. 106017.0000 F.B. 1012 PAGE 9 MAP NO. H-63 gtASurveymuvalAT2s-R29eAAtlant lc�aj4ftyhbDunk '_Abp , n l ; ' � ( ��'orf/1A11 Q"it1���•�a>�+ '��,,, td,�ffffl/fllll #J> ql c r r.