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simmons rd 15 iv �- {{'•'• ��r - r.. Via' LL UU W CIO U F-- z z E E SIT NGINEERING U- U .I O O W 2 U Q LU PLANS. m FOR BEACHES WOODCRAFT IN ATLANTIC BEACH , FL ,.. u.i Frre area by : o '--' INEERINO INU"� 4 NORTH BEA `r� H EN 'k-X o C onsul-ting Engine ers o DEC 1 6 20020 z BY: Cj U Z U � wZ pO � U 4 � O p Z U- 0 W� Z C7 J W Q.' ........... 1, CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF 19, SHOP DRAWING SUBMITTALS REQUIRED FOR ALL CONSTRUCTION MATERIALS AS APPROX. APPROXIMATE LT. LEFT WITH THE FIELD CONDITIONS. REQUIRED BY THE SPECIFICATIONS. W: X ul 2. BOUNDARY AND RIGHT-OF-WAY INFORMATION PREPARED FROM OWNER SUPPLIED 20. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED,CLEANED, AVE. AVENUE MA. MANHOLE DRAWINGS, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS. 9 ASPH, ASPHALT M.J. MECHANICALJOINT 3. IN ACCORDANCE WITH THE GENERAL CONDITIONS,IT SHALL BE THE�SOLE u RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, 21. THE CONTRACTOR SHALL SUBMIT ONE SET OF MYLAR AS-BUILT DRAWINGS w uj PRIOR TO THE PRE-FINAL INSPECTION.IF THE RECORD DRAWINGS ARE LL STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND SURFACE. BASE LINE -FINAL INSPECTION WILL BE SCHEDULED. Z MAX. MAXIMUM ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE DETERMINED TO BE COMPLETE,A PRE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER WILL MAKE A PRE-FINAL INSPECTION WITH THE OWNER AND INDEX TO DRAWINGS B.V. BUTTERFLY VALVE MIN, MINIMUM 4. CONTRACTOR SHALL VERIFY AND PROTECT EXISTING TREES DESIGNATED TO BE SAVED. THE CONTRACTOR AND WILL NOTIFY THE CONTRACTOR IN WRITING OF ALL HAND DIGGING IS REQUIRED IN AREAS WHERE TREES ARE LOCATED. PARTICULARS IN WHICH THIS INSPECTION REVEALS THAT THE WORK IS THE CONTRACTOR SHALL NOT REMOVE OR DAMAGE ANY TREES WITHOUT APPROVAL. INCOMPLETE OR DEFECTIVE.THE CONTRACTOR SHALL TAKE SUCH MEASURES AS B-M, BENCH MARK M.E.S, MITERED END SECTION NECESSARY TO REMEDY SUCH DEFICIENCIES THAT MUST BE CORRECTED BEFORE 5. STATIONING SHOWN ON THE DRAWINGS REFERS TO 13ASE LINE INFORMATION ONLY A FINAL INSPECTION WILL BE SCHEDULED. B&C BOX&COVER MECH. MECHANICAL AND DOES NOT NECESSARLY REFLECT THE CENTER LINE OF RIGHT-OF-WAY, 22. BEFORE A FINAL INSPECTION WILL BE SCHEDULED THE ENGINEER MUST 6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN COUNTY APPROVE THEE MYLAR RECORD DRAWINGS SUBMITTED BY THE CONTRACTOR. SHEET NO. DRAWING NO. DESCRIPTION V) BLVD, BOULEVARD N.I-C� NOT IN CONTRACT AND F.D.03,RIGHT-OF-WAY WITH THE APPROPRIATE AGENCY.THE CONTRACTOR 23, ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48- SHALL ADHERE TO EACH AGENCY$REQUIREMENTS FOR MAINTENANCE OF TRAFFIC HOURS PRIOR TO COMMENCING CONSTRUCTION. C.I. CASTIRON N.T.S. NOT TO SCALE AND METHOD OF CONSTRUCTION AND REPAIRS. 24. PAVEMENT AND CONCRETE SHALL BE REPAIRED PER DETAILS AS NOTED ON THE z 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED DESIGN DRAWINGS.THE CONTRACTOR SHALL MINIMIZE ARJEA OF REMOVAL. I COVER SHEET ACCORDING TO THE SPECIFICATIONS. PAYMENT SHALL BE BASED ON THE AREA NECESSARY FOR 1:1 TRENCJH SIDE 0 C.M.P. CORRUGATED METAL PIPE NO. NUMBER 8. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND WITH SLOPE ABOVE CROWN OF PIPE. 0 CITY OF ATLANTIC BEACH PUBLIC WORK$DEPT.(ADPW)STANDARDS AND F= PROPERTY LINE SPECIFICATIONS. 25. GRAVITY SEWER CONSTRUCTED AT LESS THAN DESIGN SLOPE WILL BE REQUIRED 2 INDEX TO DRAWINGS, GENERAL IL C.O. CLEANOUT It cl� TO BE RE-EXCAVATED AND RELAYED TQ THE DESIGN SLOPE,THE OWNER AT - 0 9, SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS SHOWN HIS$OLE DISCRETION AND SUBJECT TO UTILITY AND REGULATING GOVERNMENTAL NOTES AND LEGEND V) C.v. CHECK VALVE P.V. PLUG VALVE ON THESE PLANS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER, CONCURRANCE,MAY REQUIRE,IN LIEU OF RECONSTRUCTION,PAYMENT OF A Ld 10. ALL ELEVATIONS SHOWN ARE IN FEET AND ARE BASED UPON N,G.V,D,(U.S.C, COMPENSATING MAINTENANCE CHARGE OF$20,00 A L.F,TIMES THE PERCENT Ln CON. CONCENTRIC P.P. POWER POLE &G.S.1929)DATUM. DIFFERENCE BETWEEN THF DESIGN SLOPE AND THE ACTUAL CONSTRUCTED SLOPE, 3 EX-1 EXISTING SITE AND DEMOLITION BASED ON RECORD DRAWING ELEVATIONS AND LENGTH$AS PROVIDED BY A 11. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN RUNOFF REGISTERED LAND SURVEYOR. CONC. CONCRETE PVC POLYVINYL CHLORIDE RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE.EROSION PLAN CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THE CONSTRUCTION 26, THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF ALL EXISTING CULV. CULVERT PVMT PAVEMENT PERIOD50 AS TO PREVENT THE TRANSPORT OF SEDIMENT INTO SURFACE UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, > WATERS.RE-VEGETATION AND STABILIZATION OF DISTURBED AREAS SHOULD BE 27. GRADES SHOWN ON PLANS ARE EDGE OF PAVEMENT FINISHED GRADES UNLESS 4 GE-1 GEOMETRY, SIGNING AND MARKING ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE POTENTIAL FOR FURTHER OTHERWISE NOTED. CENTERLINE RCP REINFORCED CONCRETE PIPE SOIL EROSION.(IN ACCORDANCE WITH CHAPTER 17-3,FLA.ADMIN,CODE) < 28, WATER PIPES AND WASTEWATER FORCE MAINS SHALL BE PRESSURE TESTED AS PER PLAN 12. CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING CONCRETE OR WOOD ABPW STANDARDS, GRAVITY SEWER PIPES SHALL BE TESTED FOR LEAKAGE AS PER ABPVV CONST, CONSTRUCT I CONSTRUCTION RD, ROAD UTILITY POLES DURING CONSTRUCTION, MATERIAL AND INSTALLATION SPECIFICATIONS. 13. ALL DRIVEWAYS AND ROADS SHALL BE RETURNED TO ORIGINAL CONDITION 29. WORK IN CITY R.O.W.REQUIRES RIGHT OF WAY PERMIT. ALL WORK SHALL BE IN 5 PD-1 PAVING AND DRAINAGE PLAN D/ W DRIVEWAY RT. RIGHT AFTER CONSTRUCTION,UNLESS OTHERWISE NOTED, ACCORDANCE WITH CURRENT CITY STANDARDS, 14. MINIMUM COVER OVER PIPES SHALL BE 36*IN UNPAVED AREAS AND IN D.I. DUCTILE IRON RIW RIGHT-OF-WAY PAVED AREAS,UNLESS OTHERWISE NOTED, 6 WS-1 WATER AND SEWER PLAN 15. PIPE JOINT DEFLECTION,WHERE REQUIRED,SHALL NOT EXCEED 50%OF THE EL.I ELEV. ELEVATION RED. REDUCER MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER, 16, IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO EMPLOY A LANE) 7 LS-1 LANDSCAPE PLAN ESMT. EASEMENT REC'D. RECEIVED SURVEYOR,REGISTERED IN THE STATE OF FLORIDA,TO REFERENCE AND MAINTAIN ALL SURVEY MARKERS AND BENCH MARKS.THE CONTRACTOR SHALL N ALSO PERFORM RECORD DRAWING PREPARATION FOR CERTIFICATION PURPOSES, E.O.P. EDGE OF PAVEMENT REQ'D, REQUIRED 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED.THESE PERMITS SHALL INCLUDE. Lij F.H. FIRE HYDRANT STA STATION 8 EC-1 EROSION CONTROL PLAN AND BUT NOT BE LIMITED TO,DEP CONSTRUCTION PERMITS,COUNTY.CITY Lu Z LLj AND F.D.O.T.RIGHT-OF WAY PERMITS. DETAILS z 0 _j FLG, FLANGE/ FLANGED SO,BEL.TEL. SOUTHERN BELL TELEPHONE 18. A HORIZONTAL SEPARATION OF 10-FEET(MIN.)SHALL BE MAINTAjNED 0 -1) W < 0 < BETWEEN PARALLEL WATER AND SEWER LINES,WHERE WATER AND SEWER LINES d LLJ x mw FIG. FIGURE S/W SIDE WALK CROSS.18-INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED.WHERE WATER V) 0 0 AND SEWER LINES CROSS AND 180 CAN NOT BE MAINTAINED,A 20 L.F.SECTION 9 D-1 PAVING AND DRAINAGE DETAILS F.M. FORCE MAIN ST. STREET OF DUCTILE IRON PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.THIS SITUATION MAY OR MAY-NOT BE NOTED ON THE DESIGN DRAWINGS IN EACH CASE. Ld ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE 10 D-2 WATER AND SEWER NOTES AND z F.P.L. FLORIDA POWER&LIGHT STL. STEEL ENGINEER, Ld DETAILS Q� LJ GALV. GALVANIZED TELE BOX TELEPHONE BOX L�_ U) LJ 0� G.V, GATE VALVE TYP. TYPICAL z w CL �_ L_j LLI HEAD WALL W.M. WATER METER 0 z H,W. I.P. IRON PIPE wl WITH z V) 0 Ld F- INV, INVERT C) w 0 LL jT. JOINT W z 0 Z Z < V) W z 0 0 z ABBREVIATIONS GENERAL NOTES INDEX TO DRAWINGS Ld m OHE EXI z N All- gv- .n, IN" ,1,�,"w,c 6 1p%� STING OVERHEAD ELECTRIC TRANSMISSION LINE R, to LINE T, EXISTING UNDERGROUND ELECTR ffl UGE M rm"213" Rlw WIM16.�ip, a U) ZQ EXISTING UNDERGROUND GAS Ll N . �11 '_ op I IT",l NE 'n _,g 01'1� k .......... gi� alg' ir go pop- Z < UGT EXISTING UNDERGROUND TELEPHONE LINE m 5 10 a iltwmg N�w�, A 0 0- z R A EXISTING SEWER LINE a �Z4 twlc -gnu z 0 5 gv' mi g_ N, I 121 .-?, 0 NEW SEWER IS 0 '"RE m u,� V. LINE M gg' w N m Ilk �,ft R, A 0 �g V 5 NEW WATER MAIN KIM w= 13 a w me ,,ya" EXISTING WATER MAIN 4 % ,gRN fi SA "g, gg"I R;gt, Yll rl m w ft! W IV Is ."I w� ",;0 a, v a �,.M'w 'k I N _n NEW VALVE e -, -, " gg-gg m Saw v ,q gg g g g VVI n & 'R. Ng 0! ,MR. k�gm fl EXISTING VALVE von", Ell IN "wl 150 RCP EXISTING STORM DRAIN 8 o w., m Mll R 10 15'RCP 15""T* I "-,, '. NEW STORM DRAIN q oll Ij I gxt� ",-'a -,11,,� - 2 10 R. p ,, 2 oks NNE 0 W m 0 t Z iN N cm ;W,�lr i� Ri EXISTING PAVEMENT , f- , "N If 'Pliro R� _2X 1%,14 Rl_5 Lu C)PI w IN m m Z xg J6 5 NEW PAVEMENT =10 w �g uj 110 "N R�g Lu l?2 4 @ FM '01 41 q ig w Lo �,a 011 �e , i gk' A g Q�m� ,o' --A , , wo 'o -X-X-X- EXISTING FENCING "g, m NEW FENCING I 01�,= 5 z �d i`� Np It,%" _x _x _X ,1�01 Lr�eW41 z V Awl KA i... 47. , EXISTING CONCRETE OR WOOD POWER POLE Al �40 0 m EXISTING TELEPHONE BOX EXISTING MAILBOX 0 6* OAK EXISTING TREE z ��n0000 0 EXISTING SHRUB EXISTING SPOT ELEVATION v) z DRAWING NEW SPOT ELEVATION OR OF 10 DATE: w DECEMBER, 2002 14P e- w PROJECT NO.: LEGEND VICINITY MAP BW-INDEX.I)WG., 08101 I •\•y � +1}r � ��1 11 N U TES z"' �_ ;� -� WING ., `-;�` L•ca` ,� ter+•• .;�; 1 . NORTH ARROW SHOWN IS FOR PICTORIAL PURPOSES ONLY. TRUE NORTH MAY VARY. 7 LOCATED R IT F ATLANTIC BEACH I� m ,MAP SHO �3� IJNDAR � �C T'��' C] G�� F'�II� �"U�ti�EY OF LO E ALL TREES 6 O LARGER PER CITY O ATEA EAC " ?: �� ALL OF BLOCK 8; LOT 4, BLOCK 9; LOTS 1 , 2 AND 3, BLOCK 22; AND BLOCK 23, 2. ELEVATIONS SHOWN THUS:, REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD). •.�: •I �C,a EXCLUDING THEREFROM THE NORTH 150 FEET (EXCEPT THE EAST 40 FEET) OF SAID BLOCK B. DISTANCES SHOWN AS (PLAT) REFER TO PLAT BOOK 19, PAGE 16. i {:,"'' ••''' {2, �; .. 3. REFERENCE BENCH MARK: FOUND X-CUT IN DOORWAY OF 1985 MAYPORT ROAD ON EAST SIDE OF 23, DONNER'S REPLAT, AS SHOWN ON PLAT RECORDED IN PLAT BOOK 19, PAGE 16, 9. LOT 2, BLOCK 22, DONNER'S REPLAT IS SHOWN ON RECORDS PLAT 1, Va ''�•�" ^ '"M '" CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. MAYPORT ROAD AS FURNISHED BY CITY OF JACKSONVILLE. EL 13.75 (NGVD). AS "NOT A PART OF THIS PLAT". THIS LOT IS A PORTION OF 4. THIS IS AN ABOVE SURFACE SURVEY ONLY, UNDERGROUND INFORMATION, EXCEPT STORM AND GOVERNMENT LOT 2, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST. m SEWER PIPES, NOT LOCATED OR SHOWN. V' 10. SUBJECT PROPERTY CONTAINS APPROXIMATELY 2.08 ACRES. 5. WETLAND LINE SHOWN FLAGGED AND LOCATED BY DIAL, CORDY & ASSOCIATES. REQUIREMENTS. z I I C. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONE "C" AS SCALED FROM z 0 FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D, DATED 4-17-89. w a 97.51 - --- --- • - ' -•- - �_ �o4o�fl� `"_r �8• WM_ - _. • �- ^ -.. $" WM'-" '•' • '_ _ . . " _._• �,L(.� FSA?9 Ff _.... _.., . ' w , 99.15 I M APPROX. LOCATION �i0 RyJ; 1 \N 91 "9) (50 ' N�'11q l� 13.89 OF EXISTfING 8" TO � O � J Ftl� \'y �0• SEWER < PVC WA1fER MAIN /'��r UR C jy t[, �y� 5�0 fY lrc?'1$8� NHO E 13• Q t✓ +$ I oP o� 7 13.54 TOP EL (13.47) 20'+/-SIDEWALK LIJ I I sFr�cti 114?"11-819 WALK 1 ao�� ° E INV EL (10.43) (TO BE REMOVE 6� 14.D9 1 \ J 1 W INV EL(10.44) ( �' EDGE OF ASPHALT PAVEMENT 1.1.76 ASPHALT PAVEMENT F��stie�lRk. (TO BE RMVED) 0 5io4-0 �^��` -19 1 s £ 5�$ 13.20 �5 1�•Z o R N 12.47 a" Pvc 1-k.1B SANITARY SEWER •. 93 1Z:y6 s" PVC13.75 0 S CONCRETE WALK 13.86 183.OD' Z MANHOLE 13.7 13,32 '$» --- s -- s S -- S 9"OAK t�) - TOP EL (14.15) 140' (PLAT) ' INV EL (11.65) ^ S 1 �• �+ 133.36' (ACTUAL) 2.9 �` 16"TWELM :0 13 3"LAUREL 3.61 0 roro rn I 49- - 93,36' IRON TO IRON 4DA 13.66 O M / 13.4 O 4 �ZQ `911 NOTE: ALSO F NO 23'TRIWC \ 3-OAK.' sl'iT6 ~"-"-'-12 g 90•WC A 9p• 1/2 REE (N CAP) �' 1• .1 2.01 12. p. 2.0 EASTERLY 1�1 4�Y*Y 11.38 1 12.65 CONCRETE HEAUwAL 17' wC ,$"P 4"MYR 12.72 A O 00 6"pAK TOP EL (13.31) \ 11INV EL 69) .$ 11.96 v 1 5 a CONO�ET 3.2$•09 (To 8ER6M0 EO) \ \9 11.11 14"P 9J 7 b 6 O g.,oA �^ 1„ 1 • 12.02 10.75 12.75 \\\ r Z m I �C�NG OGk 3 P � "OAK 1 .08 :� �� 0. 4 11.12 11.92 . 11.56 �J 0] 0 w OR 34, PAG 5 cn ,9P932 4"oaK 13 13.62 13.31 12.28 I o 12.05 Cv \ 11.65 11.97 11.24 1 BAr 0, ___ --- -- ' Q IoMI 2 � Q 2 w U w 1'3.b( kM K 18.54\ \ 12.0 1� 11.97 13.50 e2 1d 3L 9.Sb U ' Lu Of m I z 18.00 0 13.46 Al 0.57 w K V) q Y O � U I P a" AK \ A 10.97 49.91 x w 1 0 1 ..p ,' 12.5 z 11.01 12.42 10.78 / 9"o K U - --- --% !� "P 12.70 1 10.68 0 115� p� Q ,a"p 09 13.05 12.21 7 S 1.1 W 11:140.96 i � 11,4�i.� L O 7 1 4 I I �I 1z„P 102 P 11.99 12.46 1 .� LINEISDIC rLANo J 1 w 0it EI 12.97 2.912.97 0�e. 12.67 11. 0� fp3 (rrPICAL � cn Of I O LIJ ¢ Lu < �Ox �1�.05 c ti N40 r�Nr O .\ .2 r OT 10.03 r' 11.39 12.97 0 Z LL I OR 434, PAGE 13 O ON r,Me � a,' � mq �' e v I Q 13.41(0 C� A15 8 Q J x ,s'P v cp 1�� x.01 1�3.1J5 C 10.67 ti�.t7 8.54 /l� ��Q 6) -- �� - Q. `d I NgG�£q Me 21 P y C k1.0 / 13. ^ pg 1' 1"OAK 11 g4 W q N 12:� sn\ 13.01 .8a pS� I Z 11.92 / 7"OAK �F.�� !!"�� (n 10.09 I v! O I \ 11.97 . 12.19 111• \ 3 //�-- 10.13 v L O T $.,P 7..P I I 1 3 �..... z Ta^P a 44 13,44 12.19 7 A(,0.04 9.91 OR 612, PAGE 65 13.89 12.05 t4 ca LA 7'P. P ' 13.61 11.3 0 \\ 9.96 10.04 s„ I I OAK1-�� z I o r 1�2�(�9 \ 69 [� 4.8 CONCRETE= BLOCK a I .e,2 �,� '�y © 14.09 BUILDING 3"OAK. 2'P 12 rr°A\ 441 -- W O 3:�5 10"P( 1 6 3 65 5012.29 , 9216+88 0 Ix FIN FL EL B _ y ODD, :'g41�.�" a"P 2. O \ q` / 9. �l 1Q.s 1 �� .20 I I 104.47' 3.31 •3C" _ x'13+,..01�17PO 217 •�• t.6' X_ - . .. x"(ru 1L� 12"P 1 O"P I 1 JI`. 2 6 -`--'1 '- -•-`�1�J8"-- NI/ O n `+rte Al 2 " ^•1 � 'I$7 AK.46 �WAK ' P 10.85 11. 9 A4 �� = 1 0. 8 ^8.4 8.8 v 11. 8 L O 7 1 2 I Os 20"OAK{ X11 55 tia,M/- �"OAK �� 12"OAK O (J1 ' Q �0`r6`h O N y'yVVrrrPPP � 12' 3.227 322 B�.P 12"OAK02. 2.61 17"CAM�ID. �9.. � 3•�cgcrp; 8: 0 8.5 I o Z +ww� .65 3. 12. 7..wc p. 9.1 " x �12 �S= 4' CHAIN LINK FENCE 9"P •• 11"OAK Vr.P AM •D _ I � 1a•'rRIWC 11"OAK AG ! 11 � �. _jam 11.E � I 1 ^ 1 3.3 12"WC ,6"p ^• �� G't7M I o I 1.48.75' (ACTUAL) 13.513. fir( w� w'V oN uN� ( 551 I 149.6' (PLAT) _ X55' o.z' ry .5 55, ,o'wc 5 55' , 12.43 5 a 13.2 13'OAK 3.59 . 13.2 10"p r 00• I I < -�J ss. 7 p0. x 11.7 A7 10.13 O Q �t 11 U I n q G/' , 1 9 1 .5 12.1 '` Z Q �Lf) a 7"wC 3. :St1`K /� ,3.7 ""0' 1O"p 10. p (n 1O"OAK II x I I I , 0 Q II ~ ^ ,O"PM .1 � ( �qOw CO7i F 0 01 .94 ' eC2x 1O-OAK 3.69 J I� I 2?8°3Cn"^f•." ,4"PM 3 12.6 II I r r W w I I !7� ��O`i•�i hi Y(;; Q O r"`\y W L O T 2 ) ��.'' �..:• 12,6 TO a �a@• 7 W B 54 O ~► r `i I E' 12.9 _( IV p i K 9 W oy B L C C I �� Co£N Ft # x G C O' I 59"rR uM 1�02y S'�j �' °4• t:o I p6 -� II I O I 'O• x I I .17 n Y .16 �o hp:',`;.'tir. .S . GATE 2 v Ln I I I r4q fro CONCRETE 0313.1 1 FRAME T1L1TY II XI 4 SHED W ( 0 12 WIRE Cn h11 ,a zo G I1 ' x -x--x-max 0.4 18.4 I 1 � L O T 1 r'.ro 3. .� I I I I 10 N \ `+� �3 ^� I I 12.6 I 9p0 V Qz �q� 00 12.1 ` -- 96.42-- --- O CH IN LINK FENGE^-t•� ,V'• •� py �� .-. 9589- (/)cab •� 1.:r� 1 1/2" REaAR L99.01 96.44 --- ' 5,7 ' (ACTUAL) gra;./12,19 13 PM *? �. 5q' 5- ' 0- 1 W p r) to 15.7' TAS 1:t SEDT NAIL & 9 f �!l •� EDGE OF ASPHALT PAVEMENT 12.29 ' I I I � Z 4• DISC (L8 1704) .. r� •;\ ,� �� t't , ,2.5a sllvtMONs Ro�D (30 .R/W) W 0 �t � s a t2.4o M Z ��Cti.•; '12.74 \ � 12.56 ASPHALT PAVEMENT96.26 i�ro Lu 12.36 --- --� --- Z y t`¢ ' N 2.68 - ��" 1x " EDGE OF ASPHALT PAVEMENT 2� O 1�p82�31A_POPOOD ¢) � j z l r0 I o� LIC C� o cm J ¢ o LEGEND: TREE LEGEND: r N� LOCATED 6" OR LARGER TREE N FOUND CONCRETE MONUMENT Z W m LOCATED TREE FOR MITIGATION o FOUND 1/2" IRON (NO CAP), rrrrree a I P PINE UNLESS OTHERWISE NOTED O SET 1/2" IRON (LI3 1704) \ / I TWP TWIN PINE R RADIUS LLB LODLOLLY DAY TWLLS TWIN LOBLOLLY BAY L ARC LENGTH PM PALM CH CHORD LENGTH LO LIVE OAK R/W RIGHT OF WAY O TWOAK TWIN OAK INV INVERT CAM CAMPHOR EL ELEVATION / \ U TWCAM TWIN CAMPHOR FIN FL EL FINISH FLOOR ELEVATION TRICAM TRIPLE CAMPHOR > TELEPHONE RISER O WC WILD CHERRY QA1 LOCATED WETLAND FLAG W/NUMBER gRAWING U TRIWC TRIPLE WILD CHERRY r� UTILITY POLE AS NOTED GUM SWEET GUM -OH- OVERHEAD UTILITY LINE S SANITARY SEWER MANHOLE 6 4UAOGUM QUADRUPLE SWEET GUM ----. g --....- SEWER PIPE TRIGUM TRIPLE SWEET CUM 3 OP 10 QUAOPEOPEAR QUADRUPLE PEAR -SD- STORM DRAINAGE PIPE -----x_ FENCE AS NOTED W/TIES TO FACE BATE: TWELM TWIN ELM MYR MYRTLE DIRECTION OF FLOW LLJ CPl ACK HAGKBERRY DECEMBER, 2002 W PROJECT NO.: y 2. �X1.DWG 1. 08101 0 r i , �' ,, die ..,d. � MATCH EXISTING _..__ _. _w_ __� _ .__ ;:.. ,c : . Q. ELEVATION __�_._. _____ _ _____ _ ___ , CONST. 24" SOLID , WHITE STOP BAR /..,r. •u. ».r �! I ( ) a CH CIS ROAD "STOP" SIGN f R1-1, 30" X 30" EDGE OF ASPHALT PAVEMENT I ASPHALT PAVEMENT rn � CONCRETE WALK CL I I I PROPOSED HANDICAP cn a x 6' , PARKING SIGN J CONCR PROPOSED SIGN �h 5 o I I @U�Dj eLo CK (TYP. OF 2) 4' CHAIN LINK FENCE > NG DIUo 18" INVERTED I OFFICE ' ,,, 5 f ` 1,500 S.F. ' CURB (TYP) ! FFE=15.05 _._ z ZONING: CG BUILDING SETBACKS: ------ WAREHOUSE FRONT - 20' 115' 5,500 S.F. ! W 23' 20 ► =15.05 SIDE - 10 O N U x FFE I LJ HANDICAP ACCESSIBLE �, REAR - 20' w U m o 1 SIDEWALK WITH TACTILE '' MAX. BUILDING HEIGHT - 35' w �, z z Y 0 SURFACE (TYP.) ¢ cv 0A Q W D ll0 ox LU o) r- PROJECT AREA = 56,050 S.F. (1 .29 AC) � X� o ROLL UP DOORS N MAX. IMP. ALLOWED 70 % = 39,235 S.F. 0.90 AC w ► I (TYP. OF 5) ( ) ( ) W PARKING BU BU PER IMP. AREA CONSTRUCTED — a I PARKINIOTA � a- �- 12'xlO' DUMPSTER PAD L BUILDING FOOTPRINT = 15,000 S.F. (0.34 AC) 0 Ld q w WITH OPAQUE FENCING TOTAL PAVING AREA 170109 S.F. (0.40 AC) 0 - I �h WAREHOUSE IMP. AREA CONSTRUCTED (57 %) 32,109 S.F. (0.74 AC) ; Z 6,500 S.F. p� z .86 ONCRETE BLOCK FFE=15.05 C) BUILDING -�... _- _ - uj Q z I L 16.1 W I FIN FL E ( ) 0 z o ° o OFFICE _ 1,500 S.F. W z FFE=15.05 Xx f X p X X X " ° U � x 34' 21' 6' z � 1 2 100' 57' 1 z w I x O xr ' U 4' CHAIN LINK FENCE \ Ul I E.,,I z q IIx CHAIN INK I 6' WIDE LI � W! SWING GATE (TYP. OF 4) A I �wW PARKING REQUIRED OFFICE �R X Ii l 1 SPACE 400 SQ. FT. � 8 • o x I — MANUFACTURING, WAREHOUSING AND INDUSTRIAL :. .': I x 1 PER EACH TWO E M LOY E ES - 5 S 1 PER EACH COMPANY VEHICLE - T I 2 � x I M M x ��N ��- x ► � x TOTAL SPACES REQUIRED - 15 (,� o }- __ z T, ��, �E� �N si� QX I HANDICAP SPACES i - 0 Z ov- i �Fo F < Ear ai�c� x ...... w Q ¢ .-..- tiTRr Z �Q � 8 I W oa I J Cp f , ' U' � _ 0) � PARKING PROVIDED i W w x F I, �v J\ 2., d7 U- Q �J j �'r Q — I � V' fn 4'Q z I ,'�Q . . ` PARKING SPACES - 15 z z ,L x fU� r x1 I X Z M:. 000 I HANDICAP SPACES = 0 . . r• I x �'- D O cD H- U TOTAL SPACES PROM ED I = 15 � nN , x a I I LL V z 0 x LU �.G ': x Z "' m I ICHAIN LINK FENCE LX-/-X-X-X GATE x X - - `~ EDGE OF ASPHALT PAVEMENT SIMMONSIROAD (30 /�W{pVT) ASPHALT PAVEMENT z • PAVEMENT �� _.�,_,;� __ _..�._�.._._ -----�- - DRAWING 8EDGE OF A'SPHAL7 ,g OF 10 DATE; DECEMBER, 2002 PROJECT NO.: ` I,/-6E1.CWG 08101 0 z II CONSTRUCT FDOT TYPE "C" DBI ,.4 GRATE INV. ELEV= 13.30 _ ----. \ • i � `;��1, 'I iI MATCH EXISTING E INV. ELEV. = 8.40 �___ �- _-_ -- _._ -__ . _ ww.. _____. ___ � .�, ,,� ,� ! ELEVATION s _ __.. _ _._� __ - - �__ _ _ _ �. . ''; t(� + 9751 1 -- - _ - - -- q �t F?�, � CONSTRUCT FDOT CONSTRUCT FDOT TYPE "C" DBI '•. �. '•. y. a � � ``': + 99.15 GRATE INV. ELEV = 13.25 TYPE J MANHOLE �'"` -• ' ti f r,�°��J J CONNECT 24 RCP (50 , RI X3.54 W INV. ELEV. = 8.10 + 13.89 • ;'� , . •",.,o �+ (� ®A �� TO EXISTING INLET W INV. ELEV. = 10.65 •.,', fi'. Q' -" + 13.54 CONSTRUCT 225 LF SE INV. ELEV. : 8.10 S INV. ELEV. = 10.65 ` ! ATCH EXISTING + 11.31 �J I AT INV. ELEV. = 10.90 �2 ' j3 Act OF 24 RCP EDGE OF ASPHALT PAVEMENT 13.76 } �•� ** J , f + 14.09 ASPHALT PAVEMENT P VEMENT ELEVATION 61 a N'b• �µ cn �g ��Z T. 67 1 7 CONSTRUCT 27 LF 1^5' h , . p2 2.47 3 13.75 13.67 12.93 CONCRETEWALK 13.86 -OF 24" RCP H T z + 13.7 + 13.32 13.60 - M.� _ _ _.� - 17 O 0 -► 11>1395 - - 0 i 12.92 k �Q7 9 �- 2. 5 + 11 85 �`~`13 + 13.61 54 m J �? 12� CONSTRUCT 4:1 MES -- 0 i39� 13.90 13.86 + �c59j Q�• CONSTRUCT 153 LF 11.6 1 + o< INV. ELEV. = 10.60 I 3.35 -I- T1.39� OF 15" RCP .01 1 .1 2 o 0- X cn 12.95 13.80 14,50 V11f- 11.38 �- 12. 5 +� 8 CON •O I 13.50 14.45 ` 11.11 + 1.67 �- C,4E 1+ 1 x.09 - - 15.00 0 au/ TE + 13.8112.81 �" 1 --I- 10.75 + 11.92 15.00 + 12.7 CONS RUC�f'•ge INK ENCE .95 + 11.12 + 11.56 OF " RCP �d� 1 .OEJ -�:, 0• - OFFICE ,,, 18" VjTD ! 13 �- 13.62 + 13.3 -4- 11.24 + 1 .2 GRADE TO � 1,500 S.F. + 11.65 -{•- 11. 7 � CURB (TYP) + 13. 4- 12.05 gg + 9.3 DRAIN(TYP) - , I -{- 13.00 .93 13.46 (` 1 F+E121.0'05 :` + 11.97 + 13.50 ;�{- 1 .3 � t6.D0 I +' 10.57 x - 12.5 14.25 14.95 15.0 9.4 + 1097 11. 1 �� + 11.91 I - __ _ _._.._ _ ___. k_1�• --_ -� x� 11 t + 1x.00 + 1 0 }- .�1 + 0 + 12.42 + 1 Q 78 F 11 15 CONSTRUCT 4:1 MES X WAREHOUSE + 10.68 INV. ELEV. - 8.05 •O .05 + 12.21 14.45 r 0 500 S.F. + 11�t40.9 +- 11 11 66 ~ ! wli 14.25 I 14.00 1 .4 0 ti z x1 .97 POST'-DEVELOPMENT 1 �� 12.46 + 111. 11 FF -- 5 m Z Li + 12. 7 12.67 HAN119ICAP ACCESSIBLELIJ i IIi POST-DEVELOPMENT 1 5 TIME OF SgALK WITH TACTILE r7 + 12.97 - a � m 0 I DRAINAGE AREA 0 x CONCENTATION �_ w o z Q z 0 o - SI,RFACE TYP. + 10.03 cy c� c� l ( ) f- 11.39 ¢ I fI xI 11 i < w J 0 x 0. V) r o v 15.00 +-i •1� 7 0.01. pX+ 1 + 0.67 + 8.5414 -�, uj + __T11.0 � 14. 'Ism 4 "' 8.88' j �� NOTE: W Li + 12,5 -i- 13.0 it A STANDARD CONSUMPTIVE USE PERMIT (CUP) FROM 0 w "-STANDARD +31 4 + 1 811 92 + 11. 2 �-- + 8. -0 + 10.0 ) THE DISTRICT MY BE REQUIRED IF DEWATERING QLd A +111 9.3DISCHARGE RATES EXCEED 694 P N AL �- 1 PARKING BUMPER----- + 1 .1 D GPM AND TO L .,.._, + 11.97 g PAULA PRESLEY AT 904-448-7909 FOR A CUPui cn , --I- 12. 9 4 �nN 1 113k 4 43.44 12.19 -�- }- + 11.04 3 -� 9•`� DETERMINATION. I cot-r,i 133 13.61 j + 12.05 + 11.3 0 9.96 ❑ Z "' - 14.60 14.25 WAREHOUSE + 1004 r--- --- +11221t9�9 14.45Q� Z C CONCRETE BLOCS + 13.52 3 14.00 �_� _ 13.85 14.00 FFE=i �( z 14.0 9 BUILDING I �- 1 + 119T :4._- - __- _._... ..._.__ __.._ a j FIN FL EL (16.14) 13.69 - 13,65 + 13r413.65121B 8 14.25 15.00 1 �t 1 13.90 + 13.24 �- 13.24 1 {- 12.2 4 OFFICE •O � � 8 r y -� O - 1 + 1 .20 � 0 j f 1��.3.1• + 31 + 1 13 12. a 1,5Q0 S.F. Q w CONSTRUCT 9 LF o �• - -x- � - 1 + 2.2 12.33 d 15.00 FFE=15.05 �- I's 1 93 1 21 ,�h,� OF 15" RCP Q,,, 0 4�---x x x 1166 S �� 14.50 14.20 13.95 14.05 + 12.7 ' + 10.85 +' 11. 9 + 10.0 8 8 1 .88 f + 11.3 11. 8 CONSTRUCT 4:1 MES o + 1 fi 14.95 + 8.8 < ►� f- 11 55 + 9.46 x I 14,35 14.45 INV. ELEV. = 8.50 z x '� + 12.7 4 � w 1 •-{- 13.22 + '13<1 3.22 ry + 7.7 5 w �I x + 12.65 + 12.70 12.61 + 1 0.86+ 0.49+ 10+5�1 4 + 8.6 9.1 Q a U x + 13.25 - 12.07, + 13:13.12 �� + 12.55 x 12.29 1-� X + 11.38 � r 11.0 0 4' CHAIN LINK FENCE � r ' " m `' .11534 13.31 - 13.51 � •`S 11.79 Jf- + � '+ 13.79 V a 12.43 13.0 Q cUn p I i 2 I © z 1359 fi o +- 13.2 i - 10.13 � o x . + 13.2 x II 0 o + 13.57 -�114`V , x. + 11.7 ' WI CHAIN 11 4 FA 13.30 I 12.21 + 13 9 + 1�.5 6 DEC LINK + 13.6 + 13.73 SWING GATE (TYP. QF -}- 10. 12 CONSTRUCT FDOT TYPE �w � x + x G MODIFIED DBI l GRATE INV. ELEV: 11.95 f x _ �oqfi II IWEIR ELEV. 10.10 + 13.12 + 13.2IN INV. ELEV. 8.55 12.94 x � 13.6` 47' x '180' I 5' R. r� + 12.83 '.�a�`�FFO`..• + 13 2 �� + 12.6 x PROPOSED I` BUILDING , 35' x 168' FENCE Te f ST x 12.6 FENCE 7 1 .46 FFE . (4_MIN.\(4 _. MIN.) ! �€ + 12.9 i xfi �6 _. _.. Fi / TOB = 12.00 I r 1 10o10 iAZ �c� NwL = 9.00 /\\f\\ Q Lu Lu N I13.02 J c x 0 I \ \ \ \ 2• •1 \ \ ac �' \/f\ \// 5 x 146 Z• p�,//\f/\f/\ m W W m 6 X•. + 12.17 15.18 •"...,• 3 w w a \ w m 113.07Mz a s �o I + 13.1 x o 1 5 o BOTT = 1.5 / //\//\f N o M r, -T �4 113.76 N ,.�. . I _--x 18.44 ! \/ /\ \ \ \ � v z l 12 ] 4fi x--x_�x----x ! 0 a -0 + 13.1 I 0 r p POND CROSS �ECTION ,SOV x 01 N G� �44 x + 12.6 • q��, "` I ffi + 12.1 { N.T.,S. 4• CHAIN LINK FENCE "-5.89- 90 42 Las.01.__- 96-.4412. 11 x x x _ • 1 I -_ - ----- 9-7.03-- •9�x �x x x x _ - � .� EDGE OF ASPHALT PAVEMENT + 1 � 12.29 z (300 Rlw) Do � + 12.50 + 12.40 SIMMONS ROAD + 12.86 12.74 6' �� + 12.56 ASPH ALT PAVEMENT + 96.26 V) DRAWING 12.36 a c J Z 66 12 EDGE OF ASIPHALT PAVEMENT __ __ r2�� __ _ _ 1 + 13.1 4 ___. ___ _ _ -�--9 7.B0- P D 0 , g r_ 3 De '�'>4 ___... _ _ _ __� _. _ . . _.__ _ 5 OF 10 h' DATE: 9 DECEMBER, 2002 1.,� PROJECT NO.: co � - W& Ww_PDI.DWG 08101 Q i i �.',j.. .V rte •�vr.�'S�v'�•, 1 APPROX. 45 LF DIR. BORE W/2" NOMINAL PVC. = 3 WET TAP WITH 8" x 2" DOUBLE REDUCE TO 1" WITH (2) PVC TRANSITION COUPLING :,�' , •°":' STRAP SERVICE SADDLE AND ( ) __ __ ___-_ ;?.: ,� f AND 2 2" X 1" REDUCER. CORP. STOP W/BOX AND COVER _ �.- . -- -- --- - z --- —8 WM I _ - 9 z � APPROX. LOCATION �._....._..__._._._�..-_.�.-.._-__--__._.__�-_..._ __.-.__..- .--.__._....-_.-..-.__._._.�_.-_._.�,�.___-..___._----��___._.- r_____...._...-..__....�..-_.._� _ ..._._.. � � T-1 �N��rAF�'f SEWER ' OF EXISTING 8'• _. MANHOLE____-__�._ PVC WATER MAIN -- CH UT 1-1!, C �, � iO.��D AVOID SANITARY S#WER INSTALL 8"x 6" PVC WYE OPFt- d WHEN DIRECTIONAL BORING, T°I E� (13.47)10.4 SOFT DIG IF NEEDED. AT INV. ELEV. 10.65 E INV EL (10.43) W INV EL. (14.44) cn ACI _. P7 _ S Y SEWER _ _ SANITARY MANHOLE O ' EL 14.15) S 5 S x.FS�.�_- �__ _ __._. _._. s F TOP — _ -- _ INV EL (11.65) s . T -. �INSTALL PVC CLEAN c� 1" METER AND OUT AT PROPERTY LINE _ _ _ �- , V) BOX WITH COVER 10' MIN. AT INV. ELEV. 10.7Q S ERVIOE_._.__._.__..__ f' , -INSTALL PVC CLEAN OUT W 1 RPZ BFP - .- - tl AT INV. ELEV. 10.80 + CHAIN LINK FENCE �In� yCI� -J i Q + f I I 16' t 1 SCH '= OFFIC TEM . PLUG SANITARY w 40 WATER :=�`` ., �' { I I I 1,500 S.F. SEIR 5 FROM BUILDING I 1 t I I SERVICE I _ FFEw16.05 RATS MANHOLE LID TO 1 i � z TEMP. PLUG (�' fl '� ., MAT q H PROPOSED �i WATER SERVICE 5' DRI1WAY ELEVATION Ii FROM BUILDING t`� _ �;�..;=..y-: ter'1 WAREHOUSE�y r ry 4 I ' ilkW FFE=15.176 I I I aW mZ m 0 p„ 0 ! � Y z z0 0 + ¢ N � Qw o ALLJ ! w LLJ a w LV � I U ! I WAREHOUSE 6,607 S.F,I i z F FFE^1�.u5 lr I I I _.�__ .._._- i.A.� z I I L.DIN�i I I i I � r., f; �:^ 1 i � _ __ r_ - -- L Q OFFICE 1,500 S.F. f 1 ,( w F F E=15.05 a 6' WIDE CHAIN LINK r I SWING GATE (TYP. OF 4)_ I I i r� _T I J t) T L111v 1 a � � ! _---.-__ � ... /nom•-` .( r.,/ ��/. r, ' I �. �...■ �. I I I Wo ai I ! J n �f c., I 1 I I i I W o M7 cD Lu x S O� p, O Lo 0) . ( { , I LU (tero- r- �___- ._�• _ _ _ - _. _._ W _ - _. .__ -.- _ _._ _ -_ �_ _ __ �_ �r _.._ _�_�. __ - y m ONS R C0 /W r OAD z _..... _..___ ____ __ DRAWING Ws-1 OF 10 1 I DATE: N { � J DECEMBER, 2002 F]am I PROJECT NO.: � f �L `� -wsl.awc 08101 0 ''• 4, ---------------------- ✓y Go •', +�LL z U) Z z O O 1— W — U V) W V) > W I (5 oR/w) CHURCH ROAD p W EDGE OF ASPHALT PAVEMIENT ASPHALT PAVEMENT of ' O II CONCRETE WALKAK - I —'�'� �, C". © Y �.. ! T�tC• ✓'. � �< ��' VT "ti fH,� 1T� \_ A'(. _s..o- Lx�. r�• �,_ {_.: >...G:.. . 1� 4 AK n 8'WG 18'P IC,pNC 6"CAK II1J IV 1 V,P $�1�0 N�LOCk I P g.,DA K aa p FENCE__ U1" z lY VJ a OFFICE CLLI „'P 4OAK O Z O O m &!.Zi. SF, ZW AQ1AM 1"TWELM FFE=15,05 10"PA V) a © W K WOP p" ! 7YU]_ WAREHOUSE W 5,500 S.F. U I 1 "P p FFE=15,05 z W >: LL I W LLLJ L W II S Y I21"R 7"WC ► II 11 11"0 K a 7"OAK i., w Ld I \ 8 P , U 14"P � ��'P_ WAREHOUSE I 12"P 3 K ,.� : �. 6,500 S,F• CONBUILDINGOCK 2„P'... FFE=15.05 _ 3"OAK Y'w 1+i FIN FL EL (15.14) 12"p �.. 4. OFFICE I AIK I O[� q� ,+r/ 1x,•F, " I '!`� 'P "CAM 5"Le FFE-15.05 1 O"OAK 1OP 16t 30 13`OgtzK29"OAk 22P7 11"P 8'.P 12"OAKO 17"CAM 9 OAK 77 P ELCA� S. g.•p '++rte (�'yi7"TWCAM 18"TRIWC 11"P 11"OAK I .; 1 d13"P 11"O '" 3 MAG= \,:�•..,,, �' 9 P .. 6P x � � �1dQ.1�` �.:f�' � y r.; �.z-�•—r- � 10"W C 6 S 13"OAK 051.OAK 10"p I I W © s U 12 PM Q7 7"WC 9"OAK I 1 01 P 10"OAK I I I p Q I 10"P M I I ;To Fr Q 10"OAK `wvf 1 • ! I I I W p 22 WO •!p�'OR{j,. " 14 PM 1 d I I w W �, dv�r•,��R y ��7"WC H 59"TRIGUM ,•' �, Cpl rI I � � Q�',.�• 44 I I I I . "GUM I I I I rr..rM LU CNV n - -�---� EDGE OF ASPHALT PAVEMENT aAl� 30' RAW) t,1J o ASPHALT PAVEMENT SIMMONS R C W Q Z Via . o EDGE OF ASPHALT PAVEMENT _��. -•--- � -"'-' `—.. �.—... —... _....� _� _.�� Z � � Q Z O O (J) �Y J) LANDSCAPE REQUIREMENTS CHART LANDSCAPE NATES 0 ¢ U l TREE LEGEND: , LOCATED 6" OR LARGER TREE LANDSCAPE AREA REQUIRED PROVIDED 1.) PROVIDE 1D0961RRIGATION FOR NEWLANDSCiAPE z W � m t LOCATED TREE FOR MITIGATION MATERIAL OR HOSE BIR EVERY 1 W'. �,,o G P PINE WITHIN VUA(17,109,9.F.x 1096 1,711 SF 1,307 SF 2.) IRRIGATION TO BE CONTROLLED/MONITORED ' r.' r`*� rwn TWIN PINE AROUND EDGE OF PAVEMENT TO PREVENT BUFFER Ao REAS BASE FAILURE DUE TO SATURATION OF LIMER�OCK LLB LOBLOLLY BAY c.,.� rwLLB TWIN LOBLOLLY BAY NORTH-ROW(315 LF X 1 D') 3,150 SF 3,150 SF 3) PROVIDE 3"MULCH AROUND ALL PLANTED MATERIALS. PM PALM SOUTH-1t(355 LF x 5) 1,775 SF 1,775 SF FORM SAUCER WITH `0 ° 2"CONTINUOUS RIM w 0 4' 3"MULCH Lo LIVE OAK r� z EAST-i� (190 LF x 5') 950 SF 950 SF �. \ TWpAK TWIN OAK _ IIi�VII)�II�IIII ulllll�IIII��III I—� \ U WEST-R(15D LF x 5) 760 SF 750 5F CAM CAMPHOR "-"111T-I I II TWCAM TWIN CAMPHOR TREES SPECIFIED PLANTING — — I Lo TRIGAM TRIPLE CAMPHOR DENOTES BUFFER AREAS WHICH MIX. WATER&TAMP �j o WC WILD CHERRY NORTH•ROW(315 LF 150) 7 15 EXISTING - SHALL INOLUDE SHRUBS SPACED TO REMOVE AIR I I'—_I I�T�I r DRAWING L) TRI WC TRIPLE WILD CHERRYSOUTH-FLOSS LF/50) 7 20+EXISTING THREE-FOOT ON CENTER AND 2" POCKETS GUM SWEET GUM EAST- (190 LF 150) 4 8 EXISTING MINIMUM LAYER OF MULCH )I IT—� � '..'� o QUADGUM QUADRUPLE SWEET GUM TRIGUM TRIPLE SWEET GUM WEST-1(150 LF/50) 3 20+EXISTING - DENOTES PROPOSED SHRUB, 7 0� 0 QUADPEAR QUADRUPLE PEAR WITHIN VUA (17,109 SF 14,000) 4 15 EXISTING VIBURNUM OOORATISSIUM"SWEIET SHRUB PLANTING VIBURNUM,"15"-24"HT 3 GAL. TWELM TWIN ELM ' DATE: W 3W O.C.,APPROXIMATELY 191$ N.T.S, Q AC MYRTLE OCTOBER 2002 MACK HACKBERRY J w PROJECT NO.: )+ew_Ll,DWG 08101 d x I I i W 4,1 00 TYPE A OR B FENCE •"��"" '• �'� � �,�' r NOTE: SPACINGS SHOWN IN THIS ppCHART ARE BASED ON BASERALIZEfACT�ALDI SIITESPERFORMANCE OR ADJUSTED y +��' BASED 0 A _ �•+ 7 COMPUTATIONS. LOOSE $OIL PLACED BY _ FLOW RATES ( CFS ) I• � r I LIGHTLY COMPACTED ALONG UPSTREAM a� + Y LIGHT QI BALES NOTE: BALES TO BE STAKED AT THE , 1 VER < 5 AS REQUIRED o `J TO BUTT • FLO FACE OF BALES. ��`�' ANCHOR BALES WITH DIRECTION OF THE ENGINEER. \ r 5 LIGHT 5 C 10 Uo f 2 -- 2" x 2" x 4'-0" SILT FENCE SILT- IL HEAVYMODERATE 7 15 < 25 • A. STAKES PER BALE. ARO FENCE PROTECTION BALES BACKED BY FENCE F`-° INLETS. DITCH BOTTOM 5 VERY HEAVY] 25 < 40 z FLAK PLAN N.T.S. S\\'le SOILS ANCHOR BALES WITH, 6'-0pt COHESIVE NON -- COHESIVE o MIN. LOOSE SOIL PLACED BY SHOVEL TYPE I11 OR TYPE IV TYPE III OR TYPE IV 2 - 2 x 2 x 4-0 OVERLAP (MIN.) AND LIGHTLY COMPACTED ALONG `' FIRM LOAM FINE SAND � STAKES PER BALE. ENDS THE UPSTREAM EDGE OF BALES. a 4 CLAY SANDS COURSE SAND - c� A CLAYS GRAVELS FILL SLOPE �\ 6'-0" MAX. ` �� HARDPANS SANDY LOAM r v `-FILL SLOPE POST (OPTIONS: 2" x 4" SILT FLOW �,� SILT FLOW 3 SILT LOAM OR 2 1/ 2 MIN. DIA. WOOD; F LEGEND E� ELEVATION a STEEL 1.33 LBS/ FT. MIN.) 501L5 TO BE USED AT SELECTED SITES WHERE THE NATURAL �' I �. FLOW GROUND SLOPES AWAY FROM THE TOE OF SLOPE o �- 18 OZ. NYLON REINFORCED 2 o TYPE IV SILT FENCE PVC FABRIC (300 PSI TEST) TYPE ul SILT FENCE 00Lo NOTE: SPACING FOR TYPE III AND TYPE IV r`�" - y BARRIERS FOR FILL SLOPES TO BE N ACCORDANCE WITH CHART 1. 1 0 N.T.S. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM w ACROSS PERMANENT FLOWING WATERCOURSES, SILT FENCES ARE TO BE STAKED TURBIDITY BARRIER USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. 50 100 150 200 250 , 300 350 400 C5 N.T.S. SLOPE DRAIN APPLICATIONS SPACING (FT) a WOVEN FILTER FABRIC IN ABSENCE OF RECOMMENDED SPACING FOR TYPE i AND TYP II N.T.S. HAY BALE BARRIERS, TYPE III AND TYPE IV SIT ESTABLISHED GRASS ENTRENCHING 12' x 12'). FENCES AND PAVED DITCH HAY BALE BARRIERS, SECURE EDGES BY ENTRENCHING AND � EXTEND UNDER BAGS AND BALES. FABRIC CHART ( SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARD SAND BAGS SPECIFICATIONS. COST OF FABRIC TO BE I:L O INCLUDED IN THE CONTRACT UNIT PRICE m Z m wj mV w 5' MIN. FOR BALED HAY OR STRAW. TN. r LuQ Li o LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY ¢ II V) © ¢ 0Ld o LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY r.� = w COMPACTED ALONG THE UPSTREAM EDGE ri COMPACTED ALONG THE UPSTREAM EDGE V) T_ O OF BALES. OF BALES. PLAN P N U RAIL POST La � J � RECOMMENDE RECOMMENDED CHURCH ROAD 5' TYP. 5'. .T P. I ASPHALT PAVEMENT EPCE OF ASPHALT PAv[MENT IJ.I ANCHOR BALES WITH 2--2" x 2" x 4' STAKES PER BALE. ANCHOR BAKES WITH Z ANCHOR TOP BALE TO LOWER BALE WITH 2 - 2" x 2 x 4' �o"�ZTtry F- 2--2" x 2" x 4' STAKES PER BAIL STAKES PER BALE. — ------ — � O Z `n ELEVATION ELEVATION m s 11 Z APPLICATION AND SPACING : THE USE OF TYPES I & II BALE BARRIERS SHOULD BE LIMITED TO THE p CONDITIONS OUTLINED IN CHART I c°N$UL Nock a Q TYPE 11 TYPE I OFFICE L 1,500 S.P. Zr FFE=15.05 Q BARRIER FOR UNPAVED DITCHES - wnREHIOusE w N.T.S. 5,500;S.F. FFE=15.05 O 0 OPTIONAL POST o _;e POST ( OPTIONS: 2" x 4" OR POSITIONS. 2 .1 / 2" MIN. DIA. WOOD; STEEL ¢ 1.33 LBS. / FT. MIN.) I I PRINCIPLE POST POSITION V) FILTER FABRIC ( IN ( CANTED 20' TOWARD FLOW ) \ 0 15" TO � r CONFORMANCE WITH > FILTER FABRIC �" I � WAREHOUSE 18 SEC. 985 FDOT SPEC.) --SILT FLOW o 0 CONCRETE BLOCK 5,500 S.F. ' PFEa15.05 � �V^^�� Q 12" ,.I FIN �L EL(8.1�) 9p, h•�I MIN. ELEVATION SECTION- �- °°oo, OFFICE z 3 104 '7 — 1,500 S.F. . TYPE III SILT FENCE FFE-15.05 0 0 z N,T.S. A �,, W o ,220.00' A w V OPTIONAL POST POSITIONS 20• PRINCIPLE POST POSITON �I gob W 10'-0" MAX. v (CANTED 20' TOWARD FLOW) a --- POULTRY MESH (20 GA. MIN.) � POULTIRY MESH OR l 2OT OR TYPE A FENCE FABRIC TYPE AFENCE FABRICNDEX NO. 452 & SPECIFICATION)EC96fi 11 ' R r FILTER FABRIC - SILT FILOW o N - FILTER FABRIC (IN CONFORMANCE ti• sr WITH SEC. 985 FOOT SPECIFICATION) �N4,114,0` yFRq k � z 0 INSTALL EROSION CONTROL DEVICES 1100o ELEVATION NOTE: SILT FENCE TO BE PAID FOR UNDER 8� I THE CONTRACT UNIT PRICE FOR STAKED SECTION `` ° BEFORE AND DURING CONSTRUCTION Z w r�N SILT FENCE (LF) :y •. I v ¢N 1 N W a � � ` �;.• UNTIL STABILIZATION W z � �� a O qk TYPE IV SILT FENCE190. W z a-- o ° 1 r 1 W m� a N.T.S, ryyQ \ °o. W C] 4 \ f _ Z 4 Q • ELY OF ASPHALT PA`/EN[NT a \~ y MONS ROAD (30' RIW) � � �z � " " �• ASPHALT PAVEMENT SIMMONS N n W ANCHOR BALES WITH 2 2 x 2 x 4 \ W o 0 11111N IIIIIIN IDEWALK STAKES PER BALE ' Eos OF ASPNALT FA lMCNT 0 zU T-� PE 8 z W m ISE Q APRO CURB & DITCH -�► ❑ �- DITCH GUTTER CURB & IIIIINNINggiINlllNiiqlNININI GUTTER NNNiIIiIIIINNNI(NgNlNllglll ��-IIII o PARTIAL INLETDITCH BOTTOM INLET F COMPLETED INLET 0 PROTECTION AROUND INLETS OR SIMILAR STRUCTURES DRAWING N.T.S. EC-1 o 8 of 10 DATE: w rn DECEMBER, 2002 Q PROJECT NO.: - 1 (a ECI.DWG 08101 I I r �r W uj 14 ��I,`�j Z 3.0" >� r1.. .,� �� O 0 EL=11.90 ; it ENCLOSURE TO MATCH BUILDING p� ELw10.00 � r a � EXPANSION 6 to �p '� BOLTS (TYP) X F 0.25"ALUMINUM tk PLATE SKIMME 2" x 2"ANGLE z IRON o 0 n. 2' 0 N - TOB EL=11.90 - 2 X 6 PT DOOR BUCKLE ATTACHED TO BLOCK W/WEDGE ANCHORS -- WEIR EL=10.10 ELEVATION OF DUMPSTER ENCLOSURE GATE (NTS) ---A El - FLOW I > UJ TO OUTFALL _� ORIFICE EL=9.00 -_ -__- w ❑ VARIES 12'-0" 8'-0"MAX 15" RCP 15" RCP INV. EL=8.55 BOTT EL=7.55 INV. EL=8.55 o 2.80" DRILLED ORIFICE z INV, EL=9.00 PLAN VIEW OF DUMPSTER ENCLOSURE (NTS) SIDE VIEW FRONT vlEw SIDEWA(VARIESLK R � OIL SKIMMER � � � VillmZ RAnnP 8" � j 2 0U w � � Q Y 12:1 MAX.-� .� 12:1 MAX. 12" ¢ 1= co w U W Z Cc J0 © Y ❑ De U 4"WHITE®45• ?� FLOW s" c ,..�.,. �,;' TO OUTFALL 2' 1 C.C. r-. J✓:\k vl K�•rM i .\v �. 4 N .$n�aM' � .:.'w•.,W.•�•.. Y"-w��.�.,•" ��/�. .'�e��••',�•\ .�uJ.�.:Y ..••WAV ri�V k��„•• ry.�•:n Viten"p�n�'.:��"•�i�..N�.��n�r°� )• � N,'N NOTES: ivi� , ' I T� r,-rT1 1.PIPES MUST NOT BE INW a cv CI�,T�I� ;I �," I �T=� T� �T� I=T •J I'a. =IT1__, T ,`'I I . � - CONSTRUCTION JOINTS �r� HANDICAPPED I I 8" < w 2.PIPES SHALL BE FLUSH SYMBOL(WHITE) �' •� WITH INSIDE WALL Z Z PARKING BY "12' "12' "12' -- W DISABLED 3. CONCRETE DESIGN STRENGTH 8" 3'-1" 8" 07LL a"BL �" SHALL BE 4,000 P.S.I. ❑ _J ' N PERMITCL 12' w 12' PLAN VIEW ❑ Q ONLY CHAINLINK FENCE DETAIL MODIFIED TYPE "C" z w CONTROL STRUCTURE o � z $25�. FINE DIMENSIONS FOR R.C.P. ? w. D X B C E G S N Sod �---- Q z 15" '-7" 2.27' 4.09' 6,35 4.03' 4.63' 1.1 _ ,_, Beveled qr Round Corners &r) 18" 7-10" 2.35 5.12 7.48' 5.03' 9' 1.41' 4,92' 1.21' 4° Q. W 4"BLUE 4"WHITE 24" '-5" 2.53' 7.18' 9.71' 7.03' 11' 1.73' 5.50' p �y o g 2"--i 30" 4'-3" 2.70' 9.25' 11,95' 9.03' 13' 2.00' 6.08' -1.29l � \ > 1 r4 ' 5 NOTE: PAINT SYMBOL ABOVE ONTO SURFACE VAN 36" •-1" 2.87' 11.31' 14.18' 11 A3' 1 4' 6.67' 1. 3' 'A e ' WITH C2)COATS OF HANDICAP WHITE PAINT. " " I PLAN MANUFACTURE AS PER DEPARTMENT OF ACCESSIBLE 42" W-0" 3.05' 13.37' 16.42 13.03' 7' 2.45' 7.25' 1.3 ' LL ` r.. z TRANSPORTATION SPECIFICATIONS. 6'-9' 3.22' 15.43' 18.65' 15.03' 19' S' 7.83' 1.4 � � I wu, I PRECAST IN ACCORDANCE o -' 54" T-8" 3.39' 17.49' 20.s8' 17.03' 1' 2.83' s.az' 1a6' n 2 WITH LATEST EDITIONS p C-+ ❑ 6D" 3.58' 19.55' 23,11' 19A3' Y 3.00' 9.00' 1 ` I OF ASTM C 478 HANDICAP PARKING DETAIL HANDICAP PARKING SIGN 6.42' 6�� DIMENSIONS PERMITTED TO ALLOW USE OF8' 4 STANDARD PIPE LENGTHS. ; / %� I ° • 'a � � I=" 10.40' 10.10' DIMENSIONS PERMITTED TO ALLOW USE OF 17 r " ' W STANDARD PIPE LENGTHS. a b E" U Concreto Slap,a•THICK -FACE OF BUILDING RefnforcedwlthwWF6ANVI.axwl.a Sod CONCRETE SLAB SHALL BE DEEPENED TO FORM S PAVEMENT BRIDGE ACCROSS CROWN OF PIPE.SEE SECTION. TOP VIEW 4 � "' O z VARIES (SEE PLAN ) p GRADE RING OR BRICK y ❑ DIMENSIONS FOR E.R.C.P. ��S°a w � RISE SPA 4:1 A ADJUSTMENT 2 COURSES w R S X A B C E F G MS N C f MIN. AND 4 COURSES MAX. A 111"-'U111-H! Ill�llhlll 41r 111111=1U st I _ 1 18" 83' 2.36' 3,05 5.42 3.03' S' 1.50' 4.92 1' "' '• :... ,,, d „ 1 " 3" 3. .44' 3.75' 6.19' 3.70' 6' .90' 5,38' 4:1 32 v) 1/2 PREMOULDED - 4 19" 30" 2.62' 5.47' 8.09' 5.35 8' 2.37' 6.04' 1.27' Concrete Connector JOINT FILLER 4" 2.79' 7.18' 9.97' 7.03' 1 ' S' 6.79' 1.31' Pipe 'Z'' no 2" CLEAR GROUT OR "RAMNEK" Err 29" 45" 5.92' 3.05' 8.90' 11.95' 8.70' 1?. 3.19' 7.50' 1.38' Saddl. --' Ditch JOINTS AS REQUIRED COMPACTED SUBGRAD �..-..� 34" 53" 7.0 3.27 10.62 13.84' 10.35 13' 3.57' 8.25' 1.42' x Na Less Than 0 Bir 38" 60" 7.83' 3.39' 11.99' 15.38' 11.70' 3.95' 8.92 4 No Pipe Joint PermittedA I a• 4' od PIPE MUST TURNDOWN SIDEWALK 43" 68" 3.56' 13.71' 17.2T 13.38' 4. 8.6T 50' Unless B The Engineer- • ' NOT BE IN = 48" 76" 9.97 3.73' 15.43' 19,16' 15.03' 19' 4.59' 10.47 1 54' E CONST. JOINT * 53" 8 10. 7' 3.91' 17.15' 21,06' 16.70' a 11.08' 1 sEcrION a UJ MINIMUM WALL THICKNESS 58" 91" 1167 4.08' 18.87' 22.95' 18.36' 2 5.01' 11.83' 1. Q [aY SHALL BE 5" 12:1 MAX. SLOPE "X" DISTANCE FROM CENTER OF PIPE TO CENTER OF PIPE > 2" CLEAR "Mm"=DIMENSIONS FOR MULTIPLE PIPES _ FORMIULA TO DETERMINE"Mm"FOR MULTIPLE=PIPES�Mx+X(NO.OF PIPES-1) � w MEET GUTTER 1"/FT FOR"AVIS"AND"X"DIMENSIONS,SEE TABU ABOVE. MITERED END SECTION � Q --� w � LINE CONCRETE SIDEWALK �t SPECIAL ORDER;NOT STANDARD SIZE PRE-CAST MIN. `� `` �` W 2 LL 2 3 SAWCUT AT EXISTING 2' PARKING BUMPER BEARING CAP - PIPES SHALL BE RECESSED Lu o CONSTRUCTION JOINT 2000 P.S.F. °O • ' 1" TO PROVIDE FOR A 1" TOOLED RADIUS z PROFILE o° W 2 9' 6" LIMEROCK BASE, MIN, LBR= 100 l o 12:1 MAX 4' DESIRABLE 12:1 MAX COMPACTED TO 100% OF MODIFIED O F a 1 1/2 ASPHALTIC CONCRETE �+ " PARKING PROCTOR DRY DENSITY(ASTM D- FDOT TYPES 1500 L.B. STORM DRAIN J-1 MANHOLE (48 I.D.) U � SLOPE T (MINIMUM) SLOPE SPACE -- TOP OF CURB 1557 AASHTO T-180) EXPANSION 71, GUTTER LINE , .7117. 2 EACH NO. 6 RE-BAR • • • . ', 'p •a •A a •Q JOINT MATERIAL 18" LONG 24' O.C.(TYP) " 1/2" W. JOINT 5" TION 4,000 P.S.I. CONCRETE 1/8 x 1/2 DEEP FRONT SEC CONTROL JOINT NOTES: 41/2" 8rr grr ; . ; . ; . ; , ; . � _ 112" DEEP SEALANT " ^ �-----� PORTLAND CEMENT 1 R, 1. RAMP SURFACE SHALL BE CONSTRUCTED TO CONFORM I I r CONCRETE PAVEMENT,WITH ` \ :. . COMPRESSION STRENGTH TO SECTION 522-7.2 FLORIDA D.O.T. SPECIFICATIONS. S _ _ 12"COMPATED SUB-BASE, MIN. NOTE; 3000 P.S.I. Q 28 DAYS 2, BASIS OF PAYMENT: CONTRACT UNIT PRICE `n i ° ° •;:, LBR=40 COMPACTED TO 98% OF SEE GEOTECH REPORT FOR ^`� r " 12° 1/2" R. DRAWING ESTABLISHED IN THE PROPOSAL FOR SIDEWALK, } 12 STABILIZED SUBGRADE, MIN. ,,,,., ., .,, .,,,,, MODIFIED PROCTOR DRY DENSITY MORE INFORMATION. (ASTM D-1557/AASHTO T-180) NOTE: L.B.R. 40,MAX. PLASTIC INDEX OF 7 5/8" 1/2 R.--/ „ $ 3, THIS STANDARD IS NOT INTENDED TO BE ABSOLUTE. IF CONTROL JOINTS ARE SAWED, SAWING SHALL 6,COMPACTED TO 95% MAX. DENSITY 7 D�� cc FINAL DETERMINATIONS TO BE MADE IN THE FIELD. 9 r 6-0 L I C~.7 HT DUTY BE ACCOMPLISHED WITHIN 12 HRS. OF CONCRETE AASHTO T-180 9 OF �0 0 POUR: 5-0 O.C. (TYP.) DATE: PAVEMENT SECTION y_ 1ga HANDICAP RAMP STANDARD PARKING BUMPER SIDEWALK- CONTROL �� DECEMBER, 2002 W 8" CURB Ix AND EXPANSION DETAIL PROJECT BW-PDDET1.DWO 08101 4 --- _._.- fx GENERAL NOTES: � �. �• ', x" uj� > 1. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OR CITY 8.4 EASEMENT MUST BE IN CONFORMANCE WITH CITY OF ATLANTIC BEACH PUBLIC WORKS (ABPW)APPROVED U. MATERIALS. > W 5 Lu 2, CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS, AND APPURTENANCES REQUIRED FOR A TEST COMPLETE SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING ANY ADJUSTMENTS DUE TO UNKNOWN COCKS OBSTRUCTIONS. . BALL BALL �/ VALVE VALVE }- ap 3. ALL CONNECTIONS AND TIES TO THE ABPW WATER AND SEWER SYSTEM WILL BE PERFORMED BY THE CONTRACTOR UNDER SUPERVISION OF THE ABPW. �' -- z 4. EVERY CARE SHALL BE TAKEN IN HANDLING AND LAYING OF PIPE AND FITTINGS TO AVOID DAMAGING THE PIPE, NOTE: g z z SCRATCHING OR MARRING MACHINED SURFACES, AND ABRASION OF THE PIPE COATINGS. ANY FITTING THE LENGTH OF PIPE TO BE oo 0 F SHOWING A CRACK AND ANY FITTING OR PIPE WHICH HAS RECEIVED A SEVERE BLOW THAT MAY HAVE CAUSED RESTRAINED EACH SIDE OF 10'MINIMUM �1 MINIMUM GALV.STEE ACKFLOW GALV.STEEL a_ EVEN THOUGH NO SUCH FRACTURE CAN BE SEEN, SHALL BE MARKED AS REJECTED BEND SHALL BE IN ACCORDANCE PREVENTER IN AN INCIPIENT FRACTURE, ACCORDANCE WITH _ U WITH TABLE FOR MECHANICAL PLANS APPROVED BY AND REMOVED AT ONCE FROM THE WORK. RESTRAINT DEVICE.ALL JOINTS TEST JBPw w 20'MIN. EACH SIDE OF EXISTING COCKS INSULATE cn 5. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10.FEET HORIZONTAL PIPE SHALL BE MECHANICALLY FIN,GRAD EXPOSED SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (DRI 8 AWWA C900 FOR NEWLY INSTALLED SEWER RESTRAINS SURFACES(TYPj " DR25 AWWA C900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY MECHANICAL JOINT VARIES) �o OR 45'BENDS(SIZE VARIES) IIII=IIII'.' . :• IIII 1111=1111 '. _ WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL - UTILITY PIPE SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE PROPOSED PIP IIII IIII SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. THESE SITUATIONS MAY OR MAY-NOT BE SIZE TYPE VARIES + SUPPLY -- SERVICE w NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IIII IIII IN WRITING BY THE ENGINEER. IIII=IIII= =lillllll ELEVATION z WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF JOINT OF PIPE CENTERED AT 18 INCHES OF VERTICAL CLEARANCE, A FULL-UNCUT LENGTH OF WATER QUALITY PIPE (DR18 AWWA C900 CROSSING IF 18' MINIMUM NOTES: SEWER, DR25 AWWA C900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF SEPARATION CANNOT BE MAINTAINED 1. ALL PIPE AND FITTINGS 2"AND SMALLER SHALL BE THREADED CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL NOTES: SCHEDULE 40 GALVANIZED STEEL ORBRASS SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED, SEE DETAIL W-44. wBE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE 6"OF SEPARATION IS REQUIRED. SANITARY SEWER LINE OR DRAINAGE PIPE, REDUCED PRESSURE m m 18" OF SEPARATION IS REQUIRED. IF THIS BACKFLOW PREVENTER DETAIL I" � z THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. IS NOT POSSIBLE AND EXISTING UTILITY MAIN a Q IS C900, C905 OR D.I. PIPE, SEPARATION CAN Vj A FULL-UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF BE REDUCED TO 6".A FULL 20 F7. PIPE SHALL ¢ 1- 0 ,�� a w CROSSING OF ALL WATER AND SEWER INCLUDING STORM LINES AT THE POINT OF CROSSINGS REGARDLESS BE CENTERED OVER EXISTING UTILITY MAIN o o �; v ( ) 70 PROVIDE MAXIMUM JOINT SPACING FOR OF THE VERTICAL SEPARATIONS. HORIZONTAL SEPARATION BETWEEN STORM SEWER AND FIRE HYDRANTS 18" OR 6" SEPARATIONS. 6. CONTRACTOR SHALL NOTIFY ABPW AT LEAST 48 HOURS PRIOR TO CONNECTING TO CITY FACILITIES, TESTING z NEW MAINS, FLUSHING SEWER MAINS, FLUSHING SEWER MAINS AND INSPECTIONS, ---- ---- -- --- _ -_ _ --- w cn I WW SANITARY SEWER SPECIFICATIONS: W F'- uj 1. PVC 1120, CLASS 118, SDR 35 PIPE: PIPE SHALL CONFORM TO ASTM D3034 FOR 4"THROUGH 15" DIAMETER PIPE. g (/� 0 PIPE MATERIAL SHALL BE CLEAN, NATIONAL SANITATION FOUNDATION APPROVED, CLASS 12454-B PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784 WITH WALL THICKNESS T-1. PIPE COUPLING SHALL BE IN UTILITY PIPE e•wlDExe•rHK CAST IRON VALVE BOX&COVER, w CONC.COLLAR SLOPE COVER TO BE LABELEDSEWER"" 0 ACCORDANCE WITH ASTM D3212. ELASTOMERIC SEALS SHALL MEET ASTM F477 OR ASTM F913. FULL LENGTH OF PIPE 4-SIDES "' Z Z CENTERED AT x SO. Q 2. FITTINGS: FITTINGS 4"AND LARGER ON PVC PIPE INSTALLED UNDERGROUND SHALL BE OF SAME PVC TYPE AS PAVEMENT OR z GROUND '�) THE PIPE WITH JOINTS TO MATCH THE PIPE BEING INSTALLED. ALL PVC FITTINGS SHALL BE GREEN. FITTINGS CROSSIN. V� a SHALL MEET ASTM D3034 AND ASTM F1336 FOR SIZES 4"AND 6" IN DIAMETER WITH MINMUM WALL THICKNESS PROPOSED PIPE ■ ■ ■ OF SDR 35. FITTINGS SHALL BE GASKET JOINT TYPE MEETING THE REQUIREMENTS OF ASTM D3212. ELASTO- SIZE&TYPE VARIES + 144 CONT, ;.,,: STD.CLEANOUT COVER �"' �W- o � ;:?�'.� �'•`••' WITH THREADED PLUG ERIC GASKETS SHALL CONFORM TO ASTM F477 OR ASTM F913. PVC MATERIAL SHALL HAVE A CELL wX8"WYE r;: ;' t`r+------3 M PEG LOCATOR Q cn MECHANICAL JOINT 11.25°,22.5° BRANC > : 4'MIN.CONC,ENCASEMENT w CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D1784. z Z THE LENGTH OF PIPE 70 BE RESTRAINED g OR 45° BEND SIZE VARIES = '`?' 3. BEDDING SHALL BE CLASS B, TYPE I MODIFIED. EACH SIDE OF BEND SHALL BE IN e•P.V.C.45DEC3.EL ACCORDANCE WITH TABLE FOR MECH. ' 4. TESTING: CONTRACTOR MUST TEST ALL WORK FOR FAULTY ALIGNMENT, DEFECTS, OR LEAKS. ANY SUCH ! f y rk_,k`.k.�k+:f'k RESTRAINT DEVICE, SEE THIS SHEET ALL 8"P.V.C.TO SANITARY 8"P.V.C.STOPPER z DEVIATION OR OMISSION SHALL BE CORRECTED AT ONCE. ANY PIPE FOUND TO BE DEFORMED AND/OR JOINTS 20'MIN. EACH SIDE OF EXIST. SEWER N DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND REPLACED PIPE SHALL BE MECH. RESTRAINTED RESTRAINED JOINT10'MINIMUM /0'MINIMUM CLEANOUT DETAIL WITH NEW PIPE AT NO ADDITIONAL COST TO THE OWNER. (TYP.)SIZE AS REQUIRE 5. ALL CLEANOUT CAPS INSTALLED IN PAVEMENT TO BE TRAFFIC RATED. NOTES: ' PIPE 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED. SEE DETAIL W-44. WATER SPECIFICATIONS: 6"OF SEPARATION IS REQUIRED. SANITARY SEWER LINE OR DRAINAGE PIPE, H t� 18"OF SEPARATION IS REQUIRED. IF THIS z © o IS NOT POSSIBLE AND EXISTING UTILITY MAIN 1. INSTALL WATER PIPING WITH A MINIMUM 36" COVER IN PAVED AND UNPAVED AREAS. UNLESS OTHERWISE NOTED. IS C900, C905 OR D.I. PIPE, SEPARATION CAN p. z BE REDUCED TO 6".A FULL 20 FT. PIPE SHALL w ' o 2. PVC 1120, SCHEDULE 40 AND SCHEDULE 80 PIPE: PIPE SHALL CONFORM TO ASTM D1785. PIPE SHALL BE MARKED BE CENTERED OVER EXISTING UTILITY MAIN V) o TO PROVIDE MAXIMUM JOINT SPACING FOR NSF-pw APPROVED. 18" OR 6" SEPARATIONS. a 3. PVC PIPING OF NOMINAL DIAMETER 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA H C900-LATEST, "STANDARD FOR PVC PRESSURE PIPE, 4 IN. THROUGH 12 IN. FOR WATER DISTRIBUTION." PIPE SHEETING� D+12' (MIN,) EXISTING CONFLICT DETAILS �, W SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND MINIMUM DIMENSION RATIO OF 25, AND D+18" (MAX ) GROUND SHEETIN EXISTING SHALL HAVE SAME O.D. AS DUCTILE IRON PIPE. �� GROUND 4. HIGH DENSITY POLYETHYLENE PIPING 1/2" THROUGH 3" SHALL BE PE 3408 DRI 1 AND SHALL BE MARKED IN ACCORDANCE =IIII IIII IIII IIII_ DETECTABLE TAPE (SEE w =IIII= D+12" (MIN,) - � IIII " IIII DETECTABLE TAPE (SEE WITH AWWA C901-LATEST, PE PRESSURE PIPE AND TUBING, 1/2 INCH THROUGH 3 INCH, FOR WATER SERVICE. III III NOTE BELOW) p -_ D+18 (MAX.) _ NOTE BELOW) 1/2" THROUGH 3" PIPE SHALL BE COLORED BLUE FOR WATER AND GREEN FOR WASTEWATER AS REQUIRED. z IIII D IIII CAREFULLY COMPACTED 5. FITTINGS: FITTINGS SHALL MATCH THE TYPE OF PIPE FURNISHED, EXCEPT AS OTHERWISE SPECIFIED. SCHEDULE cv z Ili III CAREFULLY COMPACTED g IIII III SELECTED BACKFILL FREE 40 AND SCHEDULE 80 FITTING SHALL HAVE SOLVENT WELD JOINTS AND BE IN ACCORDANCE WITH ASTM D2672. III SELECTED BACKFILL FREE v ?= OF ORGANIC MATERIAL = 0 ig a OF ORGANIC MATERIAL "� `- IIII U a m FITTINGS ON 2" PVC PIPE MAY BE PVC WITH PUSH-ON BELL TYPE JOINT OR SOLVENT WELD. FITTINGS 3" OR -_ _ �" rn V)-t I LARGER ON PUSH-ON JOINT PIPE INSTALLED UNDERGROUND SHALL BE M.J. DUCTILE IRON OR PVC WITH _ IIII IIII 1 / 4 D-4" MIN. Lu RESTRAINED PUSH-ON BELL TYPE JOINT. - -- --- -- IIII a� N d•t• P#-0.50 D SHAPED BOTTOM _ w �9 6. JOINTS: PVC PIPE SHALL HAVE INTEGRAL BELL PUSH-ON TYPE JOINTS CONFORMING WITH ASTM D3139. FOR PVC HALF SECTION HALF SECTION COMPACTED I F - IIII HALF SECTION W x SUITABLE UNDISTURBED Lu -�-, x� PIPE 2" OR SMALLER, SOLVENT WELD JOINTS SHALL BE USED. SOLVENT CEMENT USED FOR SOLVENT WELD SHEETED TRENCH UNSHEETED TRENCH GRANULAR m 2 a SOIL FULL LENGTH OF BARREL UNSHEETED TRENCH W Ca V, �a JOINTS SHALL COMPLY WITH ASTM D2564. THE JOINT SHALL BE MADE IN ACCORDANCE WITH D2855. THE JOINT MATERIAL. SHALL CONFORM TO ASTM D2672. JOINTS FOR 2 1/2"AND LARGER PIPE SHALL BE INSTALLED IN ACCORDANCE }" a o WITH J.E.A. STANDARDS MANUAL SEC. 350.2.4 AS APPLICABLE. TYPE I TYPE 11 U) �z 20`' MECHANICAL JOINT CONNECTIONS BETWEEN D.I. PIPE OR FITTINGS AND HDPE PIPE OR FITTINGS SHAPED BOTTOM WITH COMPACTED GRANULAR BEDDING LL �.J C) cm SHALL BE D.I. M.J. GLANDS CONFORMING TO AWWA C111 AND AWWA C153. MECHANICAL JOINTS SHALL BE FULLY TAMPED BACKFILLO U i -- RESTRAINED. 1.NO DETECTABLE MARKING TAPE IS REQUIRED FOR ALL UTILITIES INSTALLED Z INCLUDING WATER MAINS, WATER SERVICES, SEWER SERVICES AND w 7. TESTING: LEAKAGE AND PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600, SECTION 4, FORCEMAINS WITHIN R.Q.W. AND EASEMENTS. 8. DISINFECTION: DISINFECT ALL WATER PIPING AND FITTINGS ACCORDING TO APPLICABLE PROVISIONS OF THE 2. TAPE IS TO BE INSTALLED 18" TO 24" BELOW FINISHED GRADE AND \ / PROCEDURE ESTABLISHED IN AWWA STANDARD C651-92, "AWWA STANDARD FOR DISINFECTING WATER MAINS'". 9" MIN. ABOVE UTILITY INSTALLED. 9. INSTALL WATTS SERIES 009, 1" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (OR APPROVED EQUAL). BEDDING DETAILS o BACKFLOW PREVENTER MUST BE IN ACCORDANCE WITH AWWA STANDARD C511-LATEST, REDUCED-PRESSURE PRINCIPLE BACKFLOW-PREVENTION ASSEMBLY". f5 10.METER BOX TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID. a DRAWING D-2 10 OF 10 DATE: W DECEMBER, 2002 PROJECT NO.: a BW-WSDET1,DWG 08101 14 M G Jr. i _ ... U , CONSTRUCT FDOT TYPE"C" DBI ____ . .. • ----• GRATE INV. ELEV=1330" 13.32 -- • __._ ' ~ ' E INV. ELEV. =SAT 8.44 • .. "'t I _ . -- --•^ '--- r'^"' �• • .mow f � rr +�+ w +w . " """r ..r+ .. .•. .wr.w. wry �� .��. w+c .. .41 �� CONSTRUCT FDOT CONSTRUCT FDOT TYPE C DBI ., ._.. ..�. -�- --� R AD TYPE "J" MANN GRATE INV. ELEV= 13.25 13.28 �- U1 CONNECT 24" RCP (DUTTON ISLAND I �' __ INV. ELEV. ��' 8.02 � �' W INV. ELEV. = 10:$T 10.64 R CI- ROA 225 LF _ 2....,... INV. ELEV. 65' 0.64 _ .. A CONSTRUCT 13.4fi r � 1 • , . - . . T SE INV .ELEV -,Srta 8.D S AT INV. ELEV. = 1DW 10.97 Apparent location _ OF 24 RCP EDGE OF ASPHALT PAVEMENT � I or venter serYica '` I (5v' J?/W) 13.40 �. _-- �- -- CONSTRUCT 27 LF • ASPHALT PAVEMENT "� �a 1 .6 - --- �� _ -- --- -- ---- - -- --- ---- --- ---- , " OF 24" RCP --- 1 4 ��-'�., �� -�- �"' '• -. meq. ` a S S S ,qY CQNCRETE WALK ,'ti C Eli �7 s "^ �' I �•. NSTRUCT 15 LF IVENCE ICONSTRUCT 4:1 MES • S S V .� FM 1 Watar Mater y ofp5ewor 5erviceZ�S' ,'lf^l• ^- �� y� FM FM F CONSTRUCT 153 LF INV. ELEV. �JjU-. ' 10,62 I 13. 2 3/4• aFP�� a v� �� ti a�+ a a 14 LF 15-OF 15 PC?RCP�.Sor T 140 .ry�a^OF 15 RCP D ry oP ti^ a� a9► ♦ `ti 15s LP 15• RCP ° 0.277. ti r� �+ a 7� 4a^ i .0 I tia 3.88 �`� '�,�°p ,no°c a `'�° I. 9FP Q- �"" ° _ ti ,• ti 14.4 - -= >~-° _" �- x 13. 6 ° af' ' ap jry 1c° 15•RGP hv.-11.08. ,s.�. pv aP STORM MANt1OLE3.$6 L•x��/ ° --- a 14.43 14.82 15.00 TOP - 14ox o � M 5v. . 7.q� 4' CHAIN CQn rC I I ^ Inv. 8.02 ClL p L p ati a 47 14.82 �- /tv CK I r ° carat 13A5W I I ny. ■ 9.44 z e~a ~ has I I OFFICE FUTURE RENTAL GRADE TO I � II 14.40 00 S.F. 3,500 S.F. ° �� i 1��" ° ° .o •`°p I I DRAIN(TYP) I o f � FFE=18:85" L� I 15.08 15.08 I i __ • p " I a '° '�' .12 lb", tiy`?a ati ti I I II CONSTRUCT 4:1 MES rn 14.25 ' I f INV. ELEV. = 3:@5 7.95 Uj Iz0 w ,0 14.31 ��"��" ,a ' ,� ^� _� ____ ---- -- �• ---` i I f L ° r 14 I o x: Nt, a a�' 14.01 aha a 5;$0 15.01 i 1 `� CLQ" Typical Spot Elevation "y 14.99 I o I o I CJ O I ati° tia 14.87 O �tiI ° I Q . •, .. -- --- -- -- r -' y ti h' x 111 � ati0 �� e'7� o mag � i]^�°, '7 • • I n CJ Z U ti O I E3 L D C-11 Ln I j n T I N N W IL I tia I II '"'� I r • --{� - i tia Cv . 3 I L D T 13 1 2 �,b , a WAREHOUSE I i a. a �:• � �� W I 1 7 +1ati� a 14.92 10,000S I I I FFE-• I I 1ti' uw 15.08 i a 14.30 , 14.2$ I CONCRETE BLOCK I 14.6 " ti c° ti 1°� tial tia? tiary , ,�� aati $�a .:.�, E: � o � I •a^e rO~• BUILDING I . .,a� ti o ~a' �` °e' 14.92 I O FIN FL E. (16.14) I 0 1a tia I }'" I � -tea' CONSTRUCT 9 LF G •0` , ' I ~k ap r" CONTROL TRU 2 RE I I o� OF " RCP i ` ~ Y. = 9.52 • iC7�•.38� _ _ ~ as z - I .' --.. ti ' tia7 •,a• ,� 14.92 I W. 4' Or ire o i 1� ) °'� r ti l.• QT 12 G r- 1 , + e. `°� CONSTRUCT 4.1 MES x --x x x -x vayti •,a• e a �. �,, CONS RUC � I 14.50 INV. ELEV. =. 8.49 14.51 I W - w � I I tips ,a� h"a 15.02 \ o^ra s o 14.63 U I I 4' CHAIN LINK FENCE { z2 a • x -a Cab, 2 X .Xa.. xx x- X 6'WIDE CHAIN LINK CONSTRUCT FDOT TYPE Q E I SWING GATE (TYP. OF 4) "C" MODIFIED DBI j ^► xl �''"'� I GRATE INV. ELEV= 1 w 2.01 WEIR ELEV. = 04- T 10.17 0 I 5E INV. ELEV. :55 8.52 I R cV t 1� 0 5' -T 2 I i �� g� I 47'x 180' ' � o I. 2 X xi PROPOSED I 35'x 1 sou FENCE I BUILDING FENCE 2 m ` x x1 FFE 15,05 (4 MIN.) I O a TOB - 12.00 x cl \ \\ \ 9.00 \/\\/\ 2.•y 5 x 146 2• �,/\/\//\ I t / 4 / / z { � � L T 5 I \ \\ \\ \ BOTT� 1.5 - �(" 4 I I // // Icy I ThvI >� aT 3 I 1- O FII - \ I• ._--x ^'x " x S dECTION POND CROSS r-� �' N.T.S. -._• -- e ---- ��,y 55' . ,.._._ • A5-BUILT A5-BUILT INFORMATION F'ROVIpED BTS 15 004 MAS' SHO• •I N6 A" � -BUILT 5URVEY OF J x f v V N1FORMAT'ION PROVIDED BY gA1E. luno 2 L J �rrLx x x�� x x IS j� -x x x X , EDGE OF ASPHALT PAVEMENT DATE, .funs 15. 2004 vnc 1H, RIVER2004 Gor�51FuCTlvN ..I H 220. 10 r� C:. E i I it �� ti NAMES ELAND J ASSOGIATEh, PJC. NAME vievard CIT'V '�r •\TLf'IdTlr "�� Ai7URE59G15 BLAjQING 5OULEVARD AagkE55� OPA E FAlar B I'LOKC 6 �!.,! �� !; ,- ry O � ORANGE pARtC. FLORIDA 32055 ORAldGE PARK. FLDR:IpA �2r]7� °s DAD ( / PHDNE N4 904�272�tOD0 F110NE NO+ C9[)4) 26l 0123 r; -- '� } : SIMMONSMO NS I NEREDY CERTIFT THAT Y11E I HEREDY CERTIFY THAT THE h of Block 8j Lot 4. Stock qj Lots 1, 2 and 3. Block 221 and Block 23, Von tng r' �� ,� \ therefrom the North 150 Peet Cexcapt the oast 40 feet.) of said Black 23. Domer s ° EDGE OF ASPHALT PAVEMENT X PAVEMENT WATERMAIN X PAVEMENT 5A ART'N •- • X SANITARY SYSTEM CURD AND GUTTER x SANITARY ST a1 EM RCpfet. !!b shown On plat recorded in Piet Hook 1q. page 16 of the current public • -^ CURB A14D GUTTER . _._.-• •-•-• x STORMWATER DRAINAGE FORCE MAIN records of DuYd County, Florida. X 5TORMWATER URAYWGE FORCE MAYS X LC1ND STSTIM LIFT STATIQti UNDE DRAIIi CONNECTIONS LIFT STATION x PgP1D P UN➢EkDRAIN GOt•UVECTIDNS • CertiPted to Hoey Enterprises, Inc.. • ~• ARE AT THE HORIZONTAL AND VERTIC41. LOCATIONS A5 5HOWN 04rcanstde Dank ON INE5E 'A5-EIUILT' URA' NG5 AIID MEET THE MV-1AL TECHNICAL ARC W ACCORDANCE WITH THC APFROVED PLANS AM) CITY William G. Noe. Jr. c aTAPaDARDS SET FORTH BY THE FLORIDA BOARD Or LAND SUP.VEYORS cr PURSUANT TO SECTIGI 47x.DZ7, FLOF'I A rTATt! E5. SPEC�IGATIDNS UhILE�� OTHERWISE APPROVED 13Y 7t1E CITY ENGPIEER. Attorney's Title instJrtUice Fund. Inc. `,�IGNATUREI � AUTHdP,IZEp SIGNATURE 5cnle 1' '� 20' June 15. 204 \ IDATEr June 15, 2004 _ r GONTf_'4CTOR FLORIDA REG. LAND SUP.VETOR S NO, L5 2518 f 1 l' Td5 Job No. 21306-5 �•, -- .r. �� 1 'o. 53ioa 1 Field Book I i! CONSTRUCT FDOT TYPE "C" DBIlu GRATE INV. ELEV = 13.30 ____ ____ . - -- -- - - E INV. ELEV. = 8.40 _ _._. z ° . . --- z W US--140 L-F-t OF18''STANDARD' L ¢�ago % CURB AND GUTTER -'J•- iLA z _- --- �- --- --- ti ° � '►� a NON-MOUNTABLE CURB) CONSTRUCT FDOT TYPE "C" DBI W )9 I `� 'I'L c��F�r�9 F, CONSTRUCT FDOT � � I �'a 9�8, �n CONNECT 4" RCP Ze TYPE J MANHOLE GRATE INV. ELEV = 13.25 ,o .�9 �,_ 11VP.�ECV. = 8.10 1 ELEV. 10.65 Y ROA �� T SE INV. ELEV. = 8.10 S INV.•ELEV. = 10.65 �� I .� AT INV. LEV. � 10 9�!__, 13�� CONSTRUCT 225 LF I r� N 413.90i-, N,\ OF 24" RCP L3.55 ��hL EDGE OF ASPHALT PAVEMENT 13 76 co CD 14.09 ASPHALT PAVEMENT -� MATCH EXISTING �' i;. I c� , 12 x/ AVEMENT ELEVATION 1 13.41 15��' 1 y' r CONSTRUCT 27 LF i 12.4 3. r �•L � CONCRETE WALK �• r OF 24 RCP .� z z �� x,14.2 ,/ 93 t a do w� 0 0 13.7 13.32 l 1µ V z r I 13.60 �1 - �� 1�• ¢ � �' • 12,92 �9 7 .9 1?. 5 11.85 13 13.61 4 �► cT' �,�c, CONSTRUCT 4:1 MES �- w --- 13 g0 5 Q INV. ELEV. 10.60 0 }7_ �-" -w- --- - - --" .�,� _ 1 3.9O) ba59� Qhs CONSTRUCT 153 F 11,6 �`��" 1 _ q 4 V) 3.35 X1.39 OF 15 RCP x.01 1 : .1 _ - _ _ i V '��., I 1.38 :. 12,95 0 14.50 ` 6 1 - c, C C7NCR / �--� 15.00 1 .11 ��t1500 ,. I 1 a n E rE 3'DOOR NO ENTRY 1 r' 7' 4 CHAIN, INK ENCE ¢ l.-1 0/kG Ock 13.81 x.95 10.75 11.92 11.55 �- w a I 13.31 CONSTRUCT 15 L 13 13.62 1 11,24 1 1 7 n q G• GRADE TO t �v OFFIDE FUTI346 RENTAL t 1 7 OF 15" RCP - DRAIN(TYP) - 12-05 4.4 -0 ��' 13.so y 13 1 �� C�C1 �.�? ' �5 1, 1, �` 3 500 S.F. r � �-�-- o S 500 3.F 11.9 7 I.�,OG I 13.46 FFE-15.05 , -C� 1 FFE=ig.6'6 1 2.5 9.4 10.91 .I 1.01 , 17 ,�� CONSTRUCT 4:1 MES }D 10.62, 1 t 15 INV. ELEV. - 8.05 F-- _ 0 12. 1 C14.45 9 8 i 14.25 cn Z m x �� ` 14.0 11.9 9 C14 25 15.00 11 I I . ��7 h. , 7 E OF POST-DEVELOPMENT 12-67 67 1 14.95 'Tq�503 r r w UJI °° 0 0 I POST-DEVELOPMENT q .I , Y 9 2 \ t ., 97 N z Q � 0 U I DRAINAGE AREA 0 X CONCENTATION 3 -� - ❑ 2 .. 10.a 1 1.39 ap ¢ !! w _ 0 10 87 15.00 1 } 7 p 001 U3 Lu t� II I w 1=1`i�� 10,57 11,q ` , I7 8,�4 11 1 r 1. 4 v X ry m P NOTE: (� � 8.88 12,5 ,,� 13.0 �' '.l 11 A STANDARD CONSUMPTIVE USE PERMIT (CUP) FROM Q ''- I .� Ill 1 :. cr 11. I --- - - --- -- i 3' 1 11.91 c� �- 8.9D 10 �' THE DISTRICT MY BE REQUIRED IF DEWATERING CL ►� 1111'Ib 3 1' 1 DISCHARGE RATES EXCEED 694 GPM AND TO CALL " " Y • I 11.97 ��11f,AREHOUSE PAULA PRESLEY AT 904,-448-7909 FOR A CUP 1219 11.04 `3 'j �� i 4,4 13.44 12.19 _ 15.0Q 10,000 SYN DETERMINATION, ❑ 2 V, 12.05 11.3 o FFE=15.05 9.9C� iC 04 I14.25 ❑ z •, i C14.60�_ Z 1 5.. 21 Z Q132 .�-.,�' > 14.3 f�9 14.80 1 U,69 "Q z I CONCRETE BLOCK l -- I4,0'9 BUILDING12.2 9 FIN EL EL (16.14) 1365 13,641.3,65 �.5 1` 8 15.00 ' z cn f i 3 6� � 1- I�� ,� 1 0 U � ' _ �. I ( � 3 y I(� � in � . a U� 13.`� 1 �. } �' 7 p 1 . ?G z 2 12.25 CONSTRUCT 9 LF Q 1 ?8 1 0 12,33 12.27 t OF 15"RCP a i �� x - X X X 1 1► �1 ff 1_ 1_. 70 11. ,9 8.8 28 I I. CONSTRUCT41 MES l 4 rye 1500 0 05 1 "t I 14.50 12 10. 5 j x 14 7 .D,46 = INV. ELEV. 8.50 z 6c I I I ` ® I 13.22 Il 3�29113.27 10.86 0,49 10.5 . 8.6 0z w x 12.6 5 2 1 1 �Q t 1 . C+ V) a 14.60 13, 5 1'7,29 0 I v 13 10. 12 12,55 r p 4' CHAIN LINK FENCE � . 0534 :' _ il . ,:=� I _ x " 13,31 13 =,1 1�3 ..`L p. ¢ I 13 7'i J 0 I �,. , r 1?. 13 ` � C xl -- -- O 0 a I I I 10 13 1�,.57 13 ( ?� x 11.7 t RAIN LINK 11 I I W I a I 4J7 fi W DE C 1 ._ w '� 12,21 17 i 3 � SWING GATE (TYP. OF t 0 T CO MODIFIED DBI T TYPE A � r' t xI X. � � � U r i I I I GRATE INV. ELEV = 11.95 , WEIR ELEV. = 10.10 `n W F X � oo I N INV. ELEV. = 8.55 I R. 1 I 5' I 47' x 180' 5' X +I p x 1 3 • ,R �a ; ( �� I 12.6 PROPO ED I I 35' ,x 168' FENCE I BUILDING FFE 15.05 FENCE (4 J1i11N. ST ` I 16I b I bol (4 MIN.) I i 4 TOB = 12.00 a 10 QA NWL = 9.00 \/\\/ Q z 02 a Fti J� (rs W q 2• \ \ \ W 36 5 � 146 2• � w X / // s� Q�,// // /r me- ¢ � Q. i F 5 f 1f I x ( �// �, `� /r //\�/ CLQ C� z �'ULU W I= 1 .5 7r, I _. x _ X�_X_.__-x 18.4 a I \ \ \� o r"1 r. _ 4 I POND CROSS §ECTION w v ?� �'' �w4 12 6 ( 12 1 I N.T.S. 4' CHAIN LINK FENCE _dB, _x» , 01..._._ --- \ % X X--^--� I•�'rY:�%�Tl< '"n�• '.X - X X-�-J r . -.ter• . ""- .' .l .� �G_�'j ' _ --- EDGE OF ASPHALT PAVEMENT ��' 12, 29 U _ ( 30W / \ I t x.50 12.40 SIMMONS ROAD �� 12 56 ASPHALT PAVEMENT � X11^ �( _ - -- DRAWING z > EDGE G)F ASPHALT PAVEMENT r D-1 0 ta DATE: ul Y, DECEMBER, 2002 --a w PROJECT NO.: r co ew-PDi.Dwc 08101 O z Hd ti8'9 L:L Ir00L- 1 3JVd H UMCI 10d lvtB-SNVld-lo 180rzooz d - -M i f 1 / 4 CONSTRUCT FDOT TYPE "C" DBI ©� 0 GRATE INV. ELEV = 13.30 ____ -- --- --- --- a ° I I ( E INV. ELEV. = 8.40 _ .._.. -- ---- --- -- - z w �, , rsTo X40 LF-t OF-1-8" STANDARD ❑ I I . __ --- -- --- - --- --- --- --- __• A�.��-- --- (--- CURB AND GUTTER 9/ F 1 NU. dNON-MOUNTABLE CURB 7 15 S,titiL 9 ( CONSTRUCT FDOT CONSTRUCT FDOT TYPE "C" DBI TYPE J MANHOLE GRATE INV. ELEV 13.25 I �'o w��, �, CONNECT 4" RCP 1 8` �o •� J n �, W1NV:ELEV. = 8.10 W INV. ELEV. = 10.65 CHURCH ROA ��`�J � TO L 4 CONSTRUCT 225 LF r SE INV. ELEV. = 8.10 S INV. ELEV. : 10.65 0 AT INV. LEV. = 10.9¢_, 6� - W 1 OF 24" RCP 13.55 �� EDGE OF ASPHALT PAVEMENT 1 ,6 I 14.09 ASPHALT PAVEMENT -- MATCH EXISTING �� d �� o� 1 '•./ CONSTRUCT 27 LF -_-..___.-.. W ...__...__..__ _.__._..._._. .._ .....__..__.._ _. � � AWEMENT ELEVATION � -� 13.41 c, 2 1 WALK 1 8r- OF 24" RCP 1 • " - Ar r 14.21 9 ;� 3 ?3 ��-_-- -•-- �j _ _ Y;. ��j. . J CgNGRET -- I 13.7 13. 1 .fiCC, 13 60 11 �1 - --- t 11195 1 C}7 _ 11.85 13 J. 6 I r �� Z CONSTRUCT 4:1 MES _ _ - -------- INV. 1 8 -.92 9 �,-' ELEV 10 60 1 1 5 �- + _._ - --- --- --':.. `� 3. 8 6 X59, ° CONSTRUCT 153 F 11.6 1 I / 3.35 T1.39 OF 15" RCP X2.01 - ° �� _._. _._ _ 7 h 1 �8 5 13.80 _ 14.50 p 11,11 1500 C) I NCR r 15.00 - , 4' CHA N INK ENCS _ .... _ >� _ I a 1 9 1�- T DOOR 10.7 5 NO ENTRY - /' ._ i_ _. / / C1/�� 1 ti.81 2. �s 11.1: 11.92 11.56 0. 144.95 - I 1 13.31 1 �. ,,_ CONSTRUCT 15 L 7_ �$ - 0 r f 1 3.21 13 13.62 1 11.2:1 t GRADE TO _ 7 12.05 ry OFFICE FUTUTAO RENTAL 11. )7 OF 15 RCP DRAIN(TYP) - _ 1 5 11.970 S.F. 13,50 9.3� T E 1 0n a 14.45�- 1 1,500 SID I I 1Ci.00 II v 13.46 �� ,,-0 FFE=15.05 T 1 .3 - X �G e' FFE=ig.69 1 I.`11 1 u 10.97 11.01 , n U 5 9.4 I ES __. .. .. ... _ _ 1'� G 78 ` CONSTRUCT 4.1 M � I I ..i1 12 11. 1 1 S.cccU 10.t;� 1 9 1 14.45 INV ELEV 8 05 r M .05 12.21 /S 11.10 'x' I � 81 1 1 r x14.25 `- ! X ` - 1400 - 11.9 9 1425 1 15.00 11 - W 1 ,,,�a_� � �, �, g � POST-DEVELOPMENT 3 • I � 12-67 1�5 -. POST-DEVELOPMENT Q I I z �, TIME OF �� 2 r 12.97 _ ..._ ...._. .._ DRAINAGE AREA o X CONCENTATION 1 Q•03 D .... v ,-, ..... ........_... o - 1 1 .39 dp _._.. ..._.. 15.00 1 7 0 10.01IVYP 17 I I I 10.67 11.0 8. , t11 . }'1 �� 111',74 , X m NOTE. d i 12.5 130 d G8 A STANDARD CONSUMPTIVE USE PERMIT (CUP) FROM - -- --- 131.1 ' 11.9Z 11.'. 2 11q c� 8.909 1 o i_ THE DISTRICT MY BE REQUIRED IF DEWATERING - __ _. .... _ _ ._.. __. DISCHARGE RATES EXCEED 694 GPM AND TO CALL \ 1 11.97 (W,AREHOUSE PAULA PRESLEY AT 904-448-7909 FOR A CUP 12 �, u, r-, I . .ryt X40, 13. �� 12.19 •. . 15.00 10,000's.8a 9.9G DETERMINATION. __..._ _.._.__.... __..... `�' 1'i u 1 `�.61 1105 11. FF =15.05 1 3 E 10 04 14-25) llat.60)- 1) 3. �� ' 189 1 .69 I 114.3 ' 14.80: __..... 86 1 7 r'/ CONCRETE BLOCK 2 - -- • la 44- 12.2- 09 11. BUILDING i _ _ _....__.. . . 13.611 x.65 FIN FL EL (16.14-) 1365 �.5 1 X38 15.00 11?C �7 1! .21 0 _w.._.... _... _._ 13.24 7 1 12.25 c CONSTRUCT 9 LF ... .. _. 13. .. . ,_ __.. . 1 1 _ _ -- - • -. ._ -.w Ll 1 7 1 1 Q 12,33 1? ?7 7 1.21 r �� OF 15"RCP - \ 3 I. 1 % _ X X I 2 22 70 \ �. 10.05 g.8 i 88 11 a J 1 ' 1500 � .- 11 � 12, 11. 9 w CONSTRUCT 4:1 MES C14,50 14. 1 D.8 z q14 7 �� I I �„7 .�.-1G x \. I 7.7 INV. ELEV. 8.50 w I 13,22 1 �3 ?? 10.86 Q.49 10.5 8.6 ! Q ® cut: w I X I 12.65 1 190 11. } J 11 .p _ H cn I 4 X 13._5 � � 1.2.29 1 11.38 w v 7 ,1 i 14.60 1�.5� r 0 4' CHAIN LINK FENCE _ U I 1 �53 ,, x X 1.3.31 13 51 1.3 13 7'J A V) I XI _ -- - --- -- x 6' 72 I Q 0 a z 15.59 I I 13.5 11 .7 1I 1 1.56' WIDE CHAIN LINK wCONSTRUCT FDOT TYPE � 1' 73 SWING GATE (TYP. OF 1J "C" MODIFIED DBI A i I GRATE INV. ELEV= 11.95 I WEIR ELEV. = 10.10 "' W _ X �I I � X T N INV. ELEV. = 8.55 q ! 2 'D 45$c 5' 1 47' x 180' 5' _ CO �I 12,6 r�� ErF•;:- .� - XII x PROPO ED ' - --- --- - - r I I 12.6 X 1 FENCE 168BUILDINGI1 NIN. FIFE 15:05 FENCE ? MN) X I o (] Lrl '. � xl T TOB 12.00 �� N , I X \/\ I j� ' p CNV a'ni Ti N S/ ti/ b X I \/\ \ \ \\ \\ \ w o F �/ Xl \ \\ \\/\\/\ NWL = 9.00 _ / /\/ a -''. ° FHT rrs's NC, 1 �' // // -t \//\/ \// W , 4 •� \ \ \ W z I 1 ,w Rr i 0�' 1 ` \\\\\\\\\ \ 2,' 5 145' 2^ [Y,] a p \ / / / S 7 ,/\/\/\ w �, x G a••. RETe l "I \ \ OA �pQ \//\// W c9 `" a - 1 _ 1 •i f t• s I S \ \ \ w ` J �JJ `C' 7 \ \\ \ \��\ Zi z �. - ,c� I X ;� I 13. I ,r1�-; 1y r I `\ \\�\\/\ BOT- - 1.5 /\\/�\/ , ,w 1 +2513 I _ �l � � 1 ---x -x I 18.44 If � •�� .. I 1 POND CROSS §ECTION W X� C, X 1 6 12, 1 ( CN.T.S. - 4' CHAIN LINK FENCE Qq Te 11?J`}jv -s. a I_,.s.L' �1.._._ �Fes'} \ X X X J I.` e ATP 4X' n '• ' X X X EDGE OF ASPHALT PAVEMENT0 12-29 12.50 12.40 �s'IMMUNS R OA D (30 RIW) 12 56 ASPHALT PAVEMENT t DRAWING 12.36 �_ ___ --- -- --- (�I� EDGE OF ASPHALT PAVEMENT �� 7. , --- PD-1 5 OF 110 p DECEMBER, 2002 jw PROJECT NO.: 1 BW-PDI.DWG 08101 h n z Wd �E�9 L'� �0(�(L- l 3 Jdd W CMO l Od M8 S N`�f1dr 10180-Z�OZd - - i i O DO NOT SCALE /F IN DOUBT ASK Rer�+orla Ione Rev Deas' ion DateMnwd NFK 2HJ/18L FILTER REGENERATION FANS W/ 2 HP. 46OV, (3-TYP 3 PH, TEFC MOTOR kM1) INLET MODULE 3) ACCESS/EXPLOSION RELIEF DOORS BACK BLAST DAMPER OTHER SIDE OF FILTER CHAIN MOTION SENSOR 2 COND.,120V. CONTROL TO BE ELECTRICALY CONNECTED SO IF CHAIN 22"0 MAIN STOPS SYSTEM WILL SHUT DOWN. (CMS1) CHAIN DRIVE MOTOR 1-1/2 HP, 460V 3 PH, TEFC MOTOR (C01) ACCESS PLATFORM FOR DRIVE STATION NRS-10 ROTARY AIRLOCK 1 W//1 HP. 460V 3 PH, TEFL fJOTOR (RV1) ACCESS LADDER 13'--r NFK 2HJ/IBL FILTER MAT'L. FAN 056-500 D2 VATHI 056-500_22_CLO2KIM FAN 10'-0" MATERIAL HANDLING FAN STANDARD 40 YARD DUMPSTER LOADING W/40 HP. 3 PH. TEFC MOTOR (MFT) HOLE FOR 22" DIA. MAIN DUCT (OPTIONAL) MAXIMUM DUMPSTER ONLY BACK SIDE OF STRUCTURE 11'-8"-.---•��11•-d" HAS 'X' BRACING PROHIBITING HOLE FOR 32"x32" 7HIGHx9'W1DEx25'LONG DUMPSTER ENTRY RETURN AIR DUCT (OPEN TOP DUMPSTER) (OPTIONAL) OF DUCT 23'-0" IVIEW B 9 3'-4. REFERENCE POINT D54 Systems, Inc Date Name Tito 12'-4* 102 Transit Art• Ikm 101231 J. BMW NFK 2w + im N/STRUCTURE frlD(1m FAN -- » roP of PIER NFK 2HJ/IBL FILTER (BY CUSTOMER) Thomam lle NC 27360 B WEIGHT OF FILTER UNIT "�.. MINIMUM OF 1Q x18 Tel.: 336 889 5599 APPROX. 9,000 lbs. (PLUGGED) HOLES FOR (4) 3/4" DIA. Fax: �336� 884-0017 ' &m'v ~ml"ff"0t tl1'd& rM � d S'ae Scale Dro*g Number mo �F DISH lae. Ab owd 1krind u ccnpy or srbsuar1 8' = 1'-d BeachesNloodcroftB-2 ANCHOR BOLTS www.disogroup.com 4 to� and R Is mhmud WAS~rsq*od A / 61# 10" 12" 60 23'-V 12 STRUCTURE PAD DETAIL SCALE: N.T.S. PLAN VIEW J II; F4'-3 1/2' o 90-7 3/4" I NOTE: OPTION OF (1 CONCRETE PAD 13'-8'x 20'-4" OR �6) CONCRETE PIERS 16"X 18" HOLE FOR OF AIR OUTLET DUCT 22" DIA. MAIN DUCT 0 OF DUCT FHOLES ONCE ENDS CUTTING Is oNsl DO Nor SCALE IF IN DOUBT ASK HOLE FOR 32"x32" Ione I Ren Deaai Date 16'-O" RETURN AIR DUCT ABORT GATE DISA RECOMMENDS HOLES ONCE NS ALLUTTING CREW IS ONSITE 15'-O" MINIMUM W/ MAGNET RELEASE REGENERATION FANS W/ NFK 2HJ/I8L FILTER 2 HP. 460Y., YNTH 056-500 D2 CLOCKWISE FAN DUCT SHIPPED WITH LOOSE 3 PW, TEFC MOTOR (M1) STANDARD 40 YARD DUMPSTER LOADING FLANGE FOR FIELD ADJUSTED WEIGHT OF FILTER UNIT LENGTH (OPTIONAL) ' APPROX. 9,000 lbs. (PLUGGED) q FLASHING AND WATERPROOFING v � NGTC "tw ALL PENETRATICNS (BY OTHERS) HOPPER DOOR LIMIT SNATCH 2 COND., 12OV, CONTROL TO BE ELECTRICALY CONNECTED r SO IF DOOR IS OPENED FILTER SYSTEM WILL SHUT DOWN. TYP. BOTH ENDS OF FILTER) CLEAN AIR 3/4" DIA. "J" BOLTS T'7 ATMS. PI-HD2) L LENGTH & GRADE OF r g�-6" 9.w6" "J" BOLT TO BE DETERMIND it NRS-10 ROTARY AIRLOCK 3" OF THREAD / W/1 HP, 460V., BY CONSIRUCTiON CON1TiACTOR TO EXTEND BASED ON LOCA. CONDITIONS. 3 PH. TEFC MOTOR (RVI) ABOVE PIER AIR UIFF'J�ER VIEW B - 926'-S"O MINIMUM 32 x32" -ACCESS PLATFORM 28'-1"0 MAXIMUM 17' Ol RETURN AIR UU FOR DRIVE STATION V' 1 - DETERMINATION OF CONCRETE FOOTINGS, SIZE, DEPTH, AND MASS TO BE THE RESPONSIBILITY OF GENERAL 13ASED ON LOCAL SOIL CONDITIONS, HAND LOADS, AND LOAD INFORMATION PROVIDED ON DRAWINGS. FBOTH ENDS CF FILTER ACRE OPEN STRUCTURE 2 - IT 15 IMPORTANT THAT FILTER PIERS AND FAN PADS BE LEVEL�N ALL PLANES. MAXIMUM DUMPSTER FOR DUMPSTER 3 - HOLES IN WALL FORRET RANRKEDAIR AND MAIN TRUNK LINES SHOULD NOT BE MADE UNTIL AFTER THE FILTER F.F, LEVEL 7'HIGHx8'W OEx25'LONG ENTRY IS SES AND HOLES ARE 4 - PENETRATIONS Or BUILDING FOR ABOVE HOLES TO BE MADE BY OTHERS. ANY FLASHINGS THAT IS REQUIRED ___ (OPEN TOP DUMPSTI:R) TO MATCH BUILDING EXTERIOR AND WATERPROOFING BY OTHERS. 5 - NO ANCHORS REQUIRED FOR FAN PAD. FAN ASSEMBLY TO BE MOUNTED WITH CONCRETE THUNDERS11JD5 OR CHEMICAL ANCHORS. 4'-4 '^12'-4" 3/4" DIA. "J' BOLTS �--. LENGTH d: GRADE OF 3" OF THREADr "J" BOLT TO BE DETTRMINO BY CONSTRUCTION CONTRACTOR PHONE: (336) 889-5599 DISA I- DATE: 2 2'2000 TO EXTEND ABOVE PIER BASED ON LOCAL CONDITIONS. FAX: (336) 884-001.1 102 TRANSIT AVE., P.O. BOX 429 REVISION: VIEW A - A EMAIL: disa®disafiiter.Com THOMASVILLE, N.C. 27361--0429 DWG. NO.: 1A150206 O V E 0 DISA Systems, Inc. Date Name Title OITY OF Al!\"jT1C BEACH Ei�Ilp;p�r, GI'fiCE 102 Transit Ave. 0001 10/23/03 J. BRTANT NFK ZHJ + 1E1, w/ 5TRUCM� MOUNU FAN Thomasville NC 27360 qodW Tal.: 336 889 5599 i� NJI11Yt -�-r - Fax: 336 884-0017 7* ` O'mv'w cwdk%W arrd'Is MO a�Adw prt�wrty d 15zs '�� Dmwirq Numt>cr Rev 5ht u DCA S) t&M ire. Ab unarthodrod usrloopr ar ascbmv www.dlsogroup.com b to br r►wuolr and R!s nrtumsd wnene+w rrq�ied A 1/g' ' 1-Q� Beochmwoo&rafl i; o r a s+ DO NOT SCALE IF IN DOUBT ASK Revisions Zane Rev Descn tion He kproved NOTES: 1 — CONTROL PANELS, MOTORS AND CONTROLS, TO BE SUPPLIED BY DISA, INC, 2 — POWER DIST. PANELS, FEEDERS, AND INDIVIDUAL POWER CIRCUITS TO DISA CONTROL PANELS TO BE FURNISHED BY CUSTOMER. D 3 — ALL FIELD WIRING FROM DISA. CONTROL PANELS TO MOTORS AND CONTROLS TO BE FURNISHED (1 BY ELECTRICAL CONTRACTOR. L f 4 — FIELD WIRING SHALL INCLUDE CONDUCTORS, CONDUITS, FITTINGS, AND DISCONNECTS WHERE REQUIRED BY N.E.C. AND LOCAL CODES. 5 — IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSURE THAT ALL 150'--0" [45720mm] FIELD WIRING MEETS N.E.C. AND ALL LOCAL CODES. 01 6 — THE EXACT LOCATION OF CONTROL PANELS TO BE DETERMINED BY CUSTOMER. ELECTRICAL 100'-0" [30480mm] CONTRACTOR TO VERIFY LOCATION AND INSTALL PANELS, NFK 2HJ / t BL FILTER NO. OF BAGS--100 1 2 34 5 6 7 TOTAL FILTER AREA — 1600 SQ. FT. 25'-0" [7620mm] 25'-0" [7620mm] 25'-0" [7620mm] 25'-0" [7620mm] 25'-0" [7620mm] 25'--0" [7620mm] EFFECTIVE EXPLOSION AREA -- 11.3 SQ. FT. MAXIMUM VOLUME 10,000 CUBIC FEET PER MINUTE AIR TO CLOTH RATIO AT MAX. VOLUME -- 6.25 : 1 SHIPPING WEIGHT OF FILTER UNIT — APPROX. 3,700 Ibs. ELECTRICAL REQUIREMENTS 35 Mixing—Room 29 Swing saw 4ge o �w NFK-FILTER CONTROL PANEL (15'—(' x 11'-2") e�v7ma11 NF2000-2 HJLR/18L. FILTER CONTROL PANEL (NOTE: ENCLOSURE 15 NEMA 12 RATED, MUST BE LOCATED INSIDE) x t5'-�') 33 Sealer-Booth E STARTERS FOR: MOTOR DESIG. HP, FT_A./23OV._ FLA. 460V. 6wm/r N ROTARY VALVE RV1 1.0 4.2 2.1 34 Top—Coat BoothRIVE CD1 115 6'0 3.0 nom.., «•CHAIN REc. PANS MI—M2 2.D 6.8 3.4 C) 750 Sf 9 to « 24' LOADING AUGER SC1 2,0 6.2 3.1 6 a (15'-0" x 12 5Rental #1 YtSBndar eit �m/e N « 36' LOADING AUGER SCI 3.0 8,6 4.3 31'- a 4w Door Cfll TOTAL CONNECTED LOAD W/24' AUGER 23.2 AMPS 11.6 AMPS 120 4450 r��'1Ae Drill TOTAL CONNECTED LOAD W/36' AUGER 25.6 AMPS 12.8 AMPS M Preen 2") d• 3 CONTROL CIRCUITS FOR: Ira �pm�/r� Jointer zd m/r —� CIRCUIT DESIG. VOLTAGE POWER(110V.) ® « M.H. FAN 1 aes crM 6 !f MFCI 110 N 11 ghoper CHAIN MOTION SENSOR CSM1 110 N HOPPER LIMIT Jed + F REGATE OMT SWITCHWITCH FS1—FS2 110 N 49491—e [15040mm] * RELAY FAN RF1 110 N Sander 7 Edg * BINDICATOR LEVEL SENSOR BN1 110 Y Shaper with E powerfeed 4'I Floor Sweep �' 450 CF o MOTOR STARTER PANELS � S cv 26 1/0 Planer teldl/• o A STARTER PANEL CONSIST OF MOTOR STARTER AND OVERLOAD RELAY. Hose {Vacuum Kit) 45a CFV 14 (NOTE: ENCLOSURES ARE NEMA 12 RATED, MUST BE LOCATED INSIDE) Small m ding N STARTERS FOR: shaper w/ war MOTOR DESIG. HP. FLA. 23OV, FLA, 46OV. feed « M.H. FANJ1 MFt 40 95 47.5 r--y detOb E « RELAY FAN#1 RF1 25 ? 60.4 30.2 x99eLargs Table Saw p TOTAL CONNECTED LOAD 155,4 AMPS 77,7 AMPS OD N 100 d• r C + OPTIONAL EQUIPMENT T_ I1750 sf se m/e 18 5ma Table 5a yam'" iamh p +« REG. FANS M1&M2 FOR STOP DOWN CLEANING, M1—M4 FOR GONTINOUS CLEANING 2s0 CFM a➢7 CF11 ? RELAY FANS ARE NORouter RMALLY APPROX. 25 HP. BUT CAN VARY FROM ii Rental #2 ® Table 0 7.5 HP.-- 50 HP. DEPENDING ON CUSTOMERS' MATERIAL LOAD. l ff) 4"ll CUSTOMER SUPPLIED POWER: 230/46OV., 3 PHASE, 60 HZ. 20 _ 120V., 1 PHASE, 60 HZ, 450 Large ALL MOTOR CKTS.: 3 WIRE, 3 PHASE, 460V., 60 HZ. Cir Radial Arm E ALL CONTROL CKTS.: (UNLESS OTHER VISE NOTED): 120V., 1 PHASE �/r Li O (STEP DOWN TRANSFORMERS FOR CONTROL CKTS. LOCATED 480 GfM IN N,S.I, PANEL) � C4 PHONE: (336) 889-5599 DISA SCALE: NONE xw FAX: (336) 884-0017 102 TRANSIT P.O. OX 429 °m a EMAIL:-EMAIL:- disa6disofilter.cornEVISION; TM AVE.,' DATE: 2-2-2000 qNA S L LE N.C. 273 1— 4 B Locker SPARK 8 0 29 DWG. N0,:1A150211 Fridge �7m 250 CFM CFM DETECTION 250 21 -- a Castle Machine 26 / Sliding ,,_, WAM a.�J '/x' CONWt 20 Table Saw EHMO"Line 2 GOND. CONTROL CKT, E Boring MSC TO FILTER CONTROL PANEL N -- • NFK FILTER • CONTROL PANEL • e 40"H x 32"w x 12"D 2e m/e apt Cr11 19 Singl "9 CFU < N 40 HP,460V Ed Bo er 3 PH.,60 HZ. MOTOR STARTER v_Aal 0 SPARK BEAM C EXTINGUISH rrIr CMWT 0 4.�4r Pt I+m" L F t HANG" PIPING NOTES: 12'-4" 1) DUCT DIAMETERS 12" AND ABOVE SUPPORTED APPROX. EVERY !, MAT'L. FAN 056-500 D2 20 FT, -- 25 FT. FROM ROOF JOIST, MATERIAL HANDLING FAN 2) DUCT DIAMETERS 10" AND BELOW SUPPORTED APPROX. EVERY W/40HP, MARATHON 46OV/3PH/60HZ 15 FT. 20 FT, FROM ROOF JOIST, 6'-2" 3 PH. TEFC MOTOR (MF1) A � A 4• ® Tie i Q nlx 2W + IBL w/STrztcW WJNU FAH Wy(ORK 1 k e DISI Systems, Inc. Tel,: (336) 689 5599 5zeDatec5A Name 102 Transit Ave. Fax:(336) 684-0017 D Ikm 10123/0 J. BRYANT Thomasville, NC 27360 www.diswmup.com WIN! Th1s drawing Is confidential and is the exclueh�e property Of DISA S*ems, Inr_ No unauthorized use\copy or dieclosure is 1 e 1'-d j03.IQ-Z2jtT[o,BWaWwdcrA.jb,02 2eto be made and It is retumed whenever required. 1 .......... _..--- ..__. _ . �,,� �. • i - i I 4«� z I II c r.1 11 i iw lJ ' i - - - - - S ' R W JI-OAK - r r M Pigs fi^ I II IWf ,9 CM 3"Ow S.•bAM ,� -T - nlywyl V 1I, R,-AN. FENCE Z r N Z- % Q 4 p 4'JA j OFFICE ! Y 2 A I ... c 1.500 S F i -__ --- Q IppI U I Q © w ,wE` Y ? FFEz15.05 A C'7 Ill U GAM 7..JAK 11 /.,'.._ 'Pj I 7-OAK N I JEW,7 +.. A 1 a U S LZL � 2 e 1 L� G I C> " WAREHOUSE 1 I v f I 5,500 S.F. ( � I U I 2..P �, FFE=15 05 ! I 0 LL I I I I z w I Doti a +. T 7",LAK y I ,�F L + G w S P } 91 L.J z 7-P , WAREHOUSE I , �,�.. � � a "` 6,500 S.F. :.uNCRETE BLOCK 2 ❑o FFEm15.05 0 ! eUILDING 3..GAK �--� I �_ -- _- Z �- O I (.,b 14; ,2"❑ .J..P� �' 1 I - I z FFICE 10600 S F 1 I ` I � CAM I 1 _ - - - 7.. G �. J 4 ':o 0--, i , I I l 5 2O"OAK 3 OAK 2K - h C7 7 a „F �21 P <j QAK (/8/-^�P/� 1.7•..AM ��y 17..G Z ly!! [ I Z / 1,..p yy/ 1 3'V O 7 TWCAM {/,V\/ p DI ' .e..TRIWC e..PM� '1- r�AK u! 9"CAM Q 6 wC� 2"wC a..P ^-- I C-' i./1 o'wc d I Li "OAK E"OAM .O.P li D i ; i i �• a i i I +2"PM 4I e'o,,�t 'GP O z � I � I I � i O A ? O..OAK jI I 22W1^ I ' A, ^^ Ilk f0 f F I',s CC bidi r, I I � III I` 20"GVM •24 � J ! � H 4 N r7 EG GE OF A SPM AL T P A vE►1EN T W Eg � � -. .- -- -� ----- .... _. SI�IMOIVS ROAD ( 0 ' R/w) sontn s edn'�� iMr I � �� ... `.45PH ALS PAVEMEN"--- I T � � mui Q go"okb 09 as ow Lod, w�..w L/.I,r�IIr. N°"BI' ! 5 1 . EaGE �C ASPHALT VAVEAAEN T-.T _ .,_ -. --f- —_� W Q z g r ~WNW in vwow o I I x ( a6aU Ei i""J LANDSCAPE REQUIREMENTS CHART LANDSCAPE NOTES Q , ( 'TREE 1.) PROVIDE 1007 IRRIGATION FOR NEW LANDSCAPE SOCA EG 6.. OR •_AgGER TREE i LANDSCAPE AREA REQUIRED PROVIDED MATERIAL OR HOSE 818 EVERY 100'. j�J�ATE:, 'PEE F`,R M,"GA-'ON _. WITHIN VUA(17,109 S F x 10%) ! 1,711 SF 1.307 SF 2,) 117RIGATION t0 BE CONTROLLEDIMONITORED r '"E. - AROUND EDGE OF PAVEMENT TO PREVENT IN, - -- BUFFER AREAS ^ BASE FAILURE DUE TO SATURATION OF LIMEROCK. P NE TWLLB TWI'. LL' 8AY w�� I TWr TW,N LLQ ~L 76�.. SBL JL:l BA':� -I NORTH-ROW(315 LF x 10') 3,150 SF 3,150 SF 3.) PROVIDE S"MULCH AROUND ALL PLANTED MATERIALS ---- - FDRM SAUCER WVITH ° -PM �c A,�.1-T_ - - .. _._. . SOUTH-R(3SS LF x 5').. -.--_--. 1,775$F .._ 1,775 SF 2"CONTINUOUS BRIM -----� •o• 3"MULCH G L E A" _ - F 960 SF 77 _ o t- T , _WEST-Fi(150 LF x`5) ---- 760 SF v750 SF I I I I j } ( II WOAKTW N. .:AK __--- t -- "'.-� �AMPH JR _ } SPECIFIED PLANTINIG r'-^I� I CAM CAMR op - T"BEES__.._.._.. ___.__ _ _ — -! _�I rwrAM rw N _ _ MIX. WATER 8 TAMFP - I— I TgIC4M rRPLE c_AMnH1R - - DENOTES BUFFER AREAS WHICH DRAWING v ( - SHALL INCLUDE SHRUBS SPACED TO REMOVE AIR _ I �1- �� - �I' we wlLc cNEpP ' - NORTH-ROW 315 LF/50) 7 15 EXITING IhI I I— I I I —III _ . . _____ _ POCKETS C 'rR1wC TR,P„E N,_C c�ERa• _ 7 20+EXISTING THREE-FOOT ON CENTER AND 2" _ SOUTH- 365 LF/SO) c 1 r_GUM swEET �.VM �'�j ___ _.. ._ _ �-- _.__. _ ' I -.— -- MINIMLMA LAYER OF MULCH _i �l hi LS- 1 ------ _-- EAST -R (190 LF/50) 4 6 EXISTING OL,ADGUIVOUADQUP'LE SWEET Gim _ I - _ __._—__ TRIGUM TRIPLE sWEE T GUM -----1 _ WEST-R1150 LF 150) I 3 20+ EXISTING ! ;M� - DENOTES PROPOSED SHRUB, -7 �)F 10 _ r_ _— -� -� _J VIBURNUM ODORATISSILMA"SWEET - jOUADPEARIpL,ADRL'P_E PEAR WITHIN VUA (17,109 SF f 4,000) 4 15 EXISTING SHR PLAN'�IN(� r '- -._._. ..._.._. �__ __ 1 - �� VIBURNUM,"16"-24'HT,3 GAL., �� 41 w TWELM Tw'ry ELM - Ser a.C.,APPROXIMATELY 191t N.T.s. OCTOBER, 2002 w r _. __ _ _. MYR MYC7 TLE HACK HACK19ERRv —. cr PROJci_T NO.: 08101 W, r Cq Dov 'u 40 F 00 t onv w i m r U _ Q SITE ENGINEERING ,IolooJIG lu IA:dn��o(_ .4l!u w oO ;:F/ Ll.. {u e )o a^u.. ss! ,!.t of icor r:),J/) w' 11 ,40ea3 913Uellb IU ,11i� a.11 i� '•" i;S " fir dr\ aq'„!W U StUalUaJlr?fras J�.t,}�L�.�3: �EJ�+I.dj P .Z a,el', iF.]iJl algeoitdde ,auo q�,) aUb 3PO. «u'PIPIP ” ,U'J Om O aaue}IdLUU;) Sl!Mad }G 3UUr. !Ss! enoidde a}nlpsvor tou '40P lnq `Suop !6.JJ ua _Joianip PUP1 a1 J;$100 woe j!- ,q,! 5uiu02 a}geoq,,de :jw a:;ue,lduiri %;af;uan tu,,u:dae s1gJ. m!07 n!!s 'J}uuetd = Q PLANS w m .7) FOR BE,A-CHES WOODCRAFT IN A A I TL NT C BEACH , FL W Prepared by .- NORTH oz 0 o C onsulting JET gine err o000 OU Z ::) U ~ wz -' O X U CL Ct, UO Zw WO w C7 - Zw w cr- I� dun T�s4wko( fir• Y, 1.0. 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF 19. SHOP DRAWING SUBMITTALS REQUIRED FOR ALL CONSTRUCTION MATERIALS AS t •(fir-� r'�,. , APPROX. APPROXIMATE LT. LEFT WITH THE FIELD CONDITIONS, REQUIRED BY THE SPECIFICATIONS. w D:li AVENUE M.H. MANHOLE 2, BOUNDARY AND RIGHT-OF-WAY INFORMATION PREPARED FROM OWNER SUPPLIED 20. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED,CLEANED, - : aa: ; DRAWINGS, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE g z w AVE. 3. IN ACCORDANCE WITH THE GENERAL CONDITIONS,IT SHALL BE THE SOLE WITH THE LATEST APPLICABLE AWWA STANDARDS. ASPH. ASPHALT M.J. MECHANICAL JOINT RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, 21. THE CONTRACTOR SHALL SUBMIT ONE SET OF MYLAR AS-BUILT DRAWINGS STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND SURFACE. PRIOR TO THE PRE-FINAL INSPECTION.IF THE RECORD DRAWINGS ARE ' BASE LINE MAX. MAXIMUM ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE DETERMINED TO BE COMPLETE,A PRE FINAL INSPECTION WILL BE SCHEDULED. 7 �_ ,z u REPAIRED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER WILL MAKE A PRE-FINAL INSPECTION WITH THE OWNER AND INDEX TO DRAWINGS ui B.V. BUTTERFLY VALVE MIN. MINIMUM 4. CONTRACTOR SHALL VERIFY AND PROTECT EXISTING TREES DESIGNATED TO BE SAVED. THE CONTRACTOR AND WILL NOTIFY THE CONTRACTOR IN WRITING OF ALL PARTICULARS IN WHICH THIS INSPECTION REVEALS THAT THE WORK IS HAND REQUIRED AREAS WHERE TREES ARE LOCATED, INCOMPLETE OR DEFECTIVE.THE CONTRACTOR SHALL TAKE SUCH MEASURES AS B.M. BENCH MARK M.E,S, MITERED END SECTION THE CONTRACTOR R SHALL NOTT REMOVE OR DAMAGE ANY TREES WITHOUT APPROVAL. NECESSARY TO REMEDY SUCH DEFICIENCIES THAT MUST BE CORRECTED BEFORE 5. STATIONING SHOWN ON THE DRAWINGS REFERS TO BASE LINE INFORMATION ONLY A FINAL INSPECTION WILL BE SCHEDULED. AND DOES NOT NECESSARLY REFLECT THE CENTER LINE OF RIGHT-OF-WAY. B&C BOX&COVER MECH. MECHANICAL 22, BEFORE A FINAL INSPECTION WILL BE SCHEDULED THE ENGINEER MUST � 6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN COUNTY APPROVE THE MYLAR RECORD DRAWINGS SUBMITTED BY THE CONTRACTOR, SHEET NO. DRAWING N O. DESCRIPTION cn m BLVD. BOULEVARD N.I.C. NOT IN CONTRACT AND F.D.O.T.RIGHT-OF-WAY WITH THE APPROPRIATE AGENCY,THE CONTRACTOR 23. ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48- SHALL ADHERE TO EACH AGENCY'S REQUIREMENTS FOR MAINTENANCE OF TRAFFIC HOURS PRIOR TO COMMENCING CONSTRUCTION, AND METHOD OF CONSTRUCTION AND REPAIRS. C.I. CAST IRON N.T.S. NOT TO SCALE 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED 24• PAVEMENT AND CONCRETE SHALL BE REPAIRED PER DETAILS AS NOTED ON THE ACCORDING TO THE SPECIFICATIONS. DESIGN DRAWINGS.THE CONTRACTOR SHALL MINIMIZE AREA OF REMOVAL. 1 - COVER SHEET PAYMENT SHALL BE BASED ON THE AREA NECESSARY FOR 1:1 TRENCH SIDE z C.M.P. CORRUGATED METAL PIPE NO. NUMBER 8. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND WITHSLOPE ABOVE CROWN OF PIPE. p O CITY OF ATLANTIC BEACH PUBLIC WORKS DEPT.(ABPW)STANDARDS AND C.O. CLEANOUT 12 PROPERTY LINE SPECIFICATIONS. 25. GRAVITY SEWER CONSTRUCTED AT LESS THAN DESIGN SLOPE WILL BE REQUIRED 2 INDEX TO DRAWINGS, GENERAL D_ TO BE RE-EXCAVATED AND RELAYED TO THE DESIGN SLOPE.THE OWNER,AT 9. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS SHOWN �- o G.V. CHECK VALVE P.V. PLUG VALVE ON THESE PLANS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. HIS SOLE DISCRETION AND SUBJECT TQ UTILITY AND REGULATING GOVERNMENTAL NOTES AND LEGEND cn CONCURRANCE,MAY REQUIRE,IN LIEU OF RECONSTRUCTION,PAYMENT OF A W 10. ALL ELEVATIONS SHOWN ARE IN FEET AND ARE BASED UPON N.G.V.D.(U.S.C. COMPENSATING MAINTENANCE CHARGE OF$20.00 A L.F.TIMES THE PERCENT a CON. CONCENTRIC P.P. POWER POLE 8 G.S.1929)DATUM. BIASED ON RECO DFFERENCE EDRAWING EN THE ELIEVAGN 7 ONS AND LEND HS AS PROV DED BY ATRUCTED SLOPE, 3 EX-1 EXISTING SITE AND DEMOLITION 11. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN RUNOFF REGISTERED LAND SURVEYOR, GONG, CONCRETE PVC POLYVINYL CHLORIDE RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE.EROSION PLAN — CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THE CONSTRUCTION 26. THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF ALL EXISTING PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT INTO SURFACE UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. CULV. CULVERT PVMT PAVEMENT WATERS.RE-VEGETATION AND STABILIZATION OF DISTURBED AREAS SHOULD BE 27. GRADES SHOWN ON PLANS ARE EDGE OF PAVEMENT FINISHED GRADES UNLESS 4 GE-1 GEOMETRY, SIGNING AND MARKING w ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE POTENTIAL FOR FURTHER OTHERWISE NOTED. CENTERLINE RCP REINFORCED CONCRETIE PIPE SOIL EROSION.(IN ACCORDANCE WITH CHAPTER 17-3,FLA.ADMIN,CODE) 28. WATER PIPES AND WASTEWATER FORCE MAINS SHALL BE PRESSURE TESTED AS PER PLAN Q 12, CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING CONCRETE OR WOOD ABPW STANDARDS. GRAVITY SEWER PIPES SHALL BE TESTED FOR LEAKAGE AS PER ABPW W a CONST. CONSTRUCT/ CONSTRUCTION RD, ROAD UTILITY POLES DURING CONSTRUCTION, MATERIAL AND INSTALLATION SPECIFICATIONS. 13. ALL DRIVEWAYS AND ROADS SHALL BE RETURNED TO ORIGINAL CONDITION 29. WORK IN CITY R.O.W.REQUIRES RIGHT OF WAY PERMIT. ALL WORK SHALL BE IN 5 PD-1 PAVING AND DRAINAGE PLAN cl� D/ W DRIVEWAY RT, RIGHT AFTER CONSTRUCTION,UNLESS OTHERWISE NOTED. ACCORDANCE WITH CURRENT CITY STANDARDS, 14. MINIMUM COVER OVER PIPES SHALL BE 36"IN UNPAVED AREAS AND IN D.I. DUCTILE IRON R/ W RIGHT-OF-WAY PAVED AREAS,UNLESS OTHERWISE NOTED. 6 WS-1 WATER AND SEWER PLAN 15. PIPE JOINT DEFLECTION,WHERE REQUIRED,SHALL NOT EXCEED 50%OF THE EL./ ELEV. ELEVATION RED. REDUCER MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER. 16. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO EMPLOY A LAND 7 LS-1 LANDSCAPE PLAN ESMT, EASEMENT REC'D. RECEIVED SURVEYOR,REGISTERED IN THE STATE OF FLORIDA,TO REFERENCE AND MAINTAIN ALL SURVEY MARKERS AND BENCH MARKS.THE CONTRACTOR SHALL N E.O.P. EDGE OF PAVEMENT REQ'D. REQUIRED ALSO PERFORM RECORD DRAWING PREPARATION FOR CERTIFICATION PURPOSES. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS m 0 FOR CONSTRUCTION HAVE BEEN OBTAINED,THESE PERMITS SHALL INCLUDE, ),jJ (, m F.H. FIRE HYDRANT STA. STATION BUT NOT BE LIMITED TO,DEP CONSTRUCTION PERMITS,COUNTY,CITY 8 EC-1 EROSION CONTROL PLAN AND 0 Z m Q a AND F.D.O.T.RIGHT-OF WAY PERMITS. DETAILS W Z O Z J Y FLG. FLANGE/ FLANGED SO.BEL TEL. SOUTHERN BELL TELEPIHONE L7 � UJI U 18. A HORIZONTAL SEPARATION OF 10-FEET(MIN.)SHALL BE MAINTAINED BETWEEN PARALLEL WATER AND SEWER LINES,WHERE WATER AND SEWER LINES ¢ ~ (n Q W FIG. FIGURE Sm SIDE WALK CROSS,18-INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED.WHERE WATER 9 D-1 PAVING AND DRAINAGE DETAILS AND SEWER LINES CROSS AND 18"CAN NOT BE MAINTAINED,A 20 L.F.SECTION F.M. FORCE MAIN ST. STREET OF DUCTILE IRON PIPE SHALL BE CENTERED AT THE POINT OF CROSSING,THIS SITUATION MAY OR MAY-NOT BE NOTED ON THE DESIGN DRAWINGS IN EACH CASE. W ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE 10 D-2 WATER AND SEWER NOTES AND v F.P.L. FLORIDA POWER&LIGHT STL. STEEL ENGINEER. Lij GALV. GALVANIZED TELE BOX TELEPHONE BOX DETAILS C!) LLJ U)�./J W G.V. GATE VALVE TYP. TYPICAL Z 111 nom. h H.W. 0 w HEAD WALL W.M. WATER METER a oz I.P. IRON PIPE W/ WITH (w ~ V � W INV. INVERT C) .W..I O L JT. JOINT a Ow0 z Q www o ABBREVIATIONS GENERAL NOTES INDEX TO DRAWINGS ❑ � z ZLLJ I , OHE EXISTING OVERHEAD ELECTRIC TRANSMISSION LINE �� y • ,w " 4 '� .N� - �a fnr 11 5i �! 2 ( a 1 � ;tr ;�9' UGE EXISTING UNDERGROUND ELECTRIC LINE ' � •� MY •"" a ,� � .,F �F ..n: `�� a{ ,... a, �p \ +' � � a �:,F � +>�(.!m..Ae' xw ai G EXISTING UNDERGROUND GAS LINE �. w'k h ra y" �F �'y; UG T EXISTING UNDERGROUND TELEPHONE LINE Q �`•'�f \ y IA r � � ,p " + � 14r' °y ^rl y.- � '' x � EI L..7 V S EXISTING SEWER LINE $ ,, 1 �t Fr ✓,fFq y, ,v r i, 'n, r, I 'r r ?, '+ of �' q ,y 0 4 > O W S 8„ NEW SEWER LINE ;� � r�}'a A � Y »; `� ,. � ^, � W h y. ' ---1`r' EXISTING WATER MAIN -W 8` NEW WATER MAIN -, y�y h, 04 NEW VALVE A. ��- -- EXISTING VALVE Ll >• n' r w ro yr I RCP EXISTING STORM DRAIN 15"RCP �'� ; �'G;t V � na ":� A'y �'r std � •'I �i;; T NEW STORM DRAIN , m cr g ■,,, a EXISTING PAVEMENT NLu r� LLI 17 f0 NEW PAVEMENT �' .. . ,r a <i �' 1 4,' W f f Lr a� EXISTING FENCING yr ti x� f { W D7 -k Q x X X P o ny ` 1 � j'< yyw�,,y � ry h 1n I� Sil•' `dRl "w � wr.L � LL :Z,::� O O Li- _x _x_x NEW FENCING P 1 s R n Z EXISTING CONCRETE OR WOOD POWER POLE v ¢ ui , C] EXISTING TELEPHONE BOX m EXISTING MAILBOX 06" OAK EXISTING TREE `{1®� 0 EXISTING SHRUB \ Lj F- �q4 EXISTING SPOT ELEVATION DRAWING o f1o� NEW SPOT ELEVATION 0 ? of 10 a DATE: DECEMBER, 2002 w � LEGEND VICINITYPROJECT NO.: MAP ROJE BW-INDEX.DWG 108101 0 Z ..�.,, , iv N O 'F- S : 'a MAP SHOWING BOUNDARY TOPOGRAPHIC SURVEY OF 1 . NORTH ARROW SHOWN IS FOR PICTORIAL PURPOSES ONLY. TRUE NORTH MAY VARY. 7, LOCATED ALL TREES 6" OR LARGER PER CITY OF ATLANTIC BEACH ALL OF BLOCK 8; LDT 4, BLOCK 9; LOTS 1 , 2 AND 3, BLOCK 22; AND BLOCK 23, 2• ELEVATIONS SHOWN THUS: REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD). .. : EXCLUDING THEREFROM THE NORTH 150 FEET (EXCEPT THE EAST 40 FEET) OF SAID BLOCK 8. DISTANCES SHOWN AS (PLAT) REFER TO PLAT BOOK 19, PAGE 16. : . . .w ' AS SHOWN ON PLAT RECORDED IN PLAT LBOOK 19, PAGE 16, 3. REFERENCE BENCH MARK: FOUND X•-CUT IN DOORWAY OF 1985 MAYPORT ROAD ON EAST SIDE OF 23, DONNER S REPEAT, MAYPORT ROAD AS FURNISHED BY CITY OF JACKSONVILLE. EL 1375 (NGVD) 9. LOT 2, BLOCK 22, DONNER S REPEAT IS SHOWN ON RECORDS PLAT . . CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. AS "NOT A PART OF THIS PLAT". THIS LOT IS A PORTION OF 4. THIS IS AN ABOVE SURFACE SURVEY ONLY. UNDERGROUND INFORMATION, EXCEPT STORM AND GOVERNMENT LOT 2, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST. SEWER PIPES, NOT LOCATED OR SHOWN. cn m 10. SUBJECT PROPERTY CONTAINS APPROXIMATELY 2.08 ACRES. 5. WETLAND LINE SHOWN FLAGGED AND LOCATED BY DIAL, CORDY & ASSOCIATES. REQUIREMENTS. z 6. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONE "C" AS SCALED FROM z FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO, 120075---0001 D, DATED 4- 1 7-89. o f - ry Lu cn LOCATION OF EXISTING - ` _ _ -• - - FIRE HYDRANT AND VALVE ASSEMBLY ,$ 99.15 I -e" WM <,2 o APPROX. LOCATION ��O#908 ��V�11 191 SANITARY SEWER F- OF EXISTING a" i�•�J J v a p�M `��•�,o�� 13.89 Q PVC WATER MAIN ur r]� ROAD C11 �J i"�� l13.rJ4 TOP EL (13.47) 3,r7'+/-SIDEWALK d ,2 r aO q +/-S19 WALK n 6N�t>�E t plf0� h1 E INV W INV L 1 44) (TO BE REMOV�}6� EDGE OF ASPHALT PAVEMENT 13.76 LU 09 ASPHALT PAVEMENT eC 4" 4RN. (TO BER MOVED) ° y oe� 1� (7 3 F i 24" FORCEMAIN 1��a 13-20 [r, 12.4 S Pvc 78 SANITARY SEWER 1'02 1 .26 a" PVC 13'75 Q 13.32 3�'I ,s" 1 93 3 ,�� 5 � g CONCRETE WALK 13.86 165.00' _ MANHOLE 13,7 7 TOP EL (14.15) 140' (PLAT) s --- s INV EL (11.85) 41 S �'F 1 z 1335.- IAL _ 2.92 �1 9 18 7WELM :> A 13 3"LAUREL Q 6.49 40.0' 13.86 O, t LM ' M 54 0 If 93.36' IRON TO IRON ••9� NOS; gL50 F ND 23"TRIWC BAYt2 134 ' O90• 1/2" REBAR (N CAP) 9P [ ](j g 3"OA 1111 O cs L 2.0' EASTERLY titi++..r::�� 1 :1 �L'D1 y r 12.72 • i� 12. D- CONCRETE HEADWAL 1T M �\ we 18"P 1.38 a"MYR 1 11.96 12.65 J �� 1 5 O O TOP EL (13.31) p 0•• 6"OAK 11.8 C�/1rC, INV EL (10.69) 11.11 14"P U670 REr 3,x .09 (TO 9EREMOVEtl) \,S 12.02 12.75 6 d w m m 6(//LD/A/�LOOk m 3 P A �.. 10.75 11.92 W O I ..OAK 1 .OS � \ ®, 4 11,12 11.56 OR 34, PAG 5 (n tt"P 3,2 4"OAK 13 13.62 13.31 12.28 Q z w 3. 12.05 N ~ 11.65 11.97 11.24 C'h _O © U W O ELM 12.0 -1l 13.50 82 91_ 0' ¢ i t (/) ¢ W z 16.00 �6 "OA 13.46 18.54\ Al 11.97 113 3� -• K C� = LTJ 0' = I p "P 4„ AK A2 0.57 . 10.97 r7 X1.91 (!7 t.. Q q U p 13 ,.p is"P 7.•�••P 12.702.5 93) 11.01 12.42 10.7$ G 10,689'o K x y O o 13.05 12.21 �s 11.'1410,96 / 11. 1 11! 115 �, Ld U I i 13.02 � � � 1 4 u x 12"P, 11.99 1 .11 �URISDIC .I L O T W O\ I ' o Vie. 12.67 12.46 11. 0\\ X0.3 LINE ('TYPICAL) TLAND U, a z F� 2.97 2.9 2.97 p �Y I-q % 13.05 C E� .2 r,0, rr 12.97 ` ❑ LCL I I p q o f r�, 6"wc �c N Rq FNr -fir V 1 r� \ '09 m 10.03 L OR 434, PAGE 13 © noy r,Me 11.39 o Z w 4�7.$7 0- 0 0 x 18••gP 13.4 C1 . Ats�8.1 �y> �al~J.01 Nom"4195 10.67 �' `�.17 8.54 / 61 --- -- � I NgC�E`CO Lu 21"P " 77-WC Q1.0 / 13. .^ GJ 79"OAK 11 •�j Q AREq�Nr �� 7Q.� 12 5 --• \ 8.88 Psy4 (,74 I r-- z I- IJ1$4 11.911.92 11.92 1�1 A 9 3 / 7 OAK ��10.13 10.09 I �/J OLLJ 8'•P 7"P 11.97 / I L O T 1 3co rn O u7 � 7 a"P a 12.19 \ B� LK�1:.04 9.91 v �.J � a 13.44 12.19 \ Ala N I OR 612, PAGE 65 "v 1V3 61 12.05 11.3 0 \ 9.96 � z J L7 ^ N I 7..P_ P 11'2�t�9 \ 69 \\ 10.04 5''OAK I i F- O Q I BCONCRETE BLOCK o z;P2 0 , 14.09 BUILDING 3"OAK 12 °A 1 . ► z 12.29 a4 "'"f o FIN FL EL 16.14) 9p, �^� to F� 6 B5 •50 12l®k38 0� � O •32 V O :'2'4 � O O �. 1 0 12.25 0 9.8 77 70.6 1 �B7 .20 I I -104. 47 ' 3, 3: � 13.0 12.27 \ \ 44 - 4 M 1.6' P 2.22 Aa`�. 05 8 11, 8 O ,.,_. x-x x- - �r5''E r� 12"P 10 I ,• • 12.33 7•$ �-1 Al2 1d 7 13" aK YrAK 12.70 10.85 ~8 4 L O T lv 'S 11. 9 8• 1 0. 8 1 2 I I U 0 �• �e, 20"aAK 11 55 .46 'oAK i _ 8.8 � I 0 y 0 H �a G-' 5 7 2,65 2. s N a£ rrs '"Wc Op, 9 1 S p 1 z' 8.5 3.22 2 3:'1'20;22 a"P 12.70 12.61 17"CAM 0. 6 4� LCg4 8. ( 13.2 , Q��f�17C chi f A• CHAIN UNK FENCE 78"TRIWC a„P 3. :'� 71"OAK t��5 t1••OAK •+rr •TAM /\ �ji1'2 "MAG• � 11 � yj rr r �I.O 3.33.5 72"Wc P I �$ �^ ��``T�GQM 'S I 148.75 (ACTUAL) p �' ON LINE 16"P _ ( 55' a I y� 148.6' (PLAT) 13-A ( ) x-�, 5 l 5 �a�)I I (r) I 6 0.2 x 7js 55' 12.43 55 to"wc I ` 50r e'P 5 55' o.a' 9 55' 7,p ! w 13.2 x OHO- l � � I R+ 0 ss� 73"oAK 3.59 . 13.2 : {� ��1I ,o P po-. 11.7 I A7 10,13 O Q x I 1' S 11 12.1 �'' Q (U!l Ii}^ pyo 7"wc 3. k 4#K (:>,3.7�,.D 9 7O••P 10.7 II z ry� V 7°1I°•AK II 0�, x I i I , O o I I 0�1 10"PM I3.1 F� II I t C7 I„4 w O 12.94 to RO e� x 1o"OAK03.69 b� I I I r I � W a I I �?&sco7eo,. t o Prn 1l �2 { 13 12.6 xl I r r- 3 a O Q r3-1 I rFL�1 Q ° L O T 2 7 '7' �o s r 16 x O I t W V S` 6 .46 I r- I II 11/ T m 7'wG I5p6 i� < D�/��Y F 12.9 LV O xl I U] f B L O C K 9 W s0/ ti�E ry^� K a I I 114 c ., I � I I N 0 rn I a x a 59"7R UM 13 02 �y S�sj r. s• ::o I 5!3 I O II O ti 2.17 ° � y5.18 �', ,ti: s r a' Io x z 1 �• •J GATE I I I I �� O,f CONCRETE 13.1 r... .a,; ^ SHED TILITY x d WIRE 4 I 12 ) U n> a: S 1 oma�x 184 °y L O T 1 20"GUM 3.1 V x. x-x-•--x fx . I 1 I ro ., N I 12.6 I Cq1 dd. 12.1 I CH IN LINK FENCE ]// •`, 1{ OD'• X8.01 I -9€x.44 �" 95$9- 6.42---- /.•.-.`;.'.;... k t/2., REBAR O ' M 9 1 3•PM � ' 15.T (ACTUAL) '"/12.� o rJO• 55- ( ). 96. 1 1 5.7 � 1•� .w...■ W p M 01 n SET NAIL & 90 •8 50- EDGE OF ASPHALT PAVEMENT 'rL 12 29 Q.0 W_ ¢F I Z K¢ d DISC (LB 1704) ! � � � W L� 07 ',-"912.74 s '? 12.50 12.40 SIMMONS ROAD (3 0 ' R/W) z 7---1 •: I 12.50 A� ` "3 Q '� 12.56 ASPHALT PAVEMENT 96.26 m u- Q S I cp �``'• l 12.36 -. . _.-._ ____ �. N y 2.66 \ 72 4, EDGE OF ASPHALT PAVEMENT 72.47 - - 97-8 _ Z LLJ Q � z r �t27h�"QOoo o? Q a �, TREE LEGEND: LEGEND: a ° 0 I LOCATED 5" OR LARGER TREE ■ FOUND CONCRETE MONUMENT Z W � LOCATED TREE FOR MITIGATION G FOUND 1/2" IRON (NO CAP), I P PINE UNLESS OTHERWISE NOTED I I TWP TWIN PINE O SET 1/2" IRON (LB 1704) \ / LLB LOBLOLLY BAY R RADIUS TWLLB TWIN LOBLOLLY BAY L ARC LENGTH PM PALM CH CHORD LENGTH LO LIVE OAK R/W RIGHT OF WAY p TWOAK TWIN OAK INV INVERT / \ L, CAM CAMPHOR EL ELEVATION � TWCAM TWIN CAMPHOR FIN FL EL FINISH FLOOR ELEVATION TRICAM TRIPLE CAMPHOR P TELEPHONE RISER Q WC WILD CHERRY QAt LOCATED WETLAND FLAG W/NUMBER DRAWING v TRIWC TRIPLE WILD CHERRY c� UTILITY POLE AS NOTED GUM SWEET GUM -OH--• OVERHEAD UTILITY LINE EX-1 � QUADGUM QUADRUPLE SWEET GUM S SANITARY SEWER MANHOLE 4. TRIGUM TRIPLE SWEET GUM ---� S - SEWER PIPE 10 QUADPEAR QUADRUPLE PEAR -SD-,STORM DRAINAGE PIPE - OF TWELM TWIN ELM �x--•--- FENCE AS NOTED W/TIES TO FACE DATE: (j MYR MYRTLE DIRECTION OF FLOW DECEMBER, 2002 J HACK HA KBERRY W PROJECT NO.: BW-EXI.DWG 08101 h O 2 IL+ Trwlj . 01 MATCH EXISTING ' ELEVATION -._.-------- •._---- ;�cM.� • I _..._.._..___ z u rn _.-' -- 00 _ __.. Ld CONST. 24" SOLID WHITE STOP BAR CH CH R OAD "STOP" SIGN EDGE OF ASPHALT PAVEMENT cof ASPHALT PAVEMENT cn i I QCONCRETE WALK z � X20 Q` ` . ....__ __- _ -------- _.. �;.;' -__-•_ ._..--- -- - -- -.____ � cri t --- x 'c "x 1= 371 PROPOSED 30 cnI HANDICAP �� cn Q x 6' PARKING SIGN CONC PROPOSED SIGN (TYP. OF 2) 4' CHAIN LINK FENCE > w NGLOCk cn HANDICAP ACCESSIBLE i I 18" INVERTED SIDEWALK WITH TACTILE w 5' SURFACE TYP. w I I CURB (TYP) j (TYP.) OFFICE FUTURE RENTAL 1,500 S.F. 3,500 S.F. __�. _.__.... .._.._.._ ---- ..._ � o Ll FFE=15.05 FFE-15.05 ZONING: CG BUILDING SETBACKS: , I 11� FRONT - 20' � 2 ' 20' s SIDE 10' o N WCL- 20' rm z r �' m o "- MAX. BUILDING HEIGHT w 35' �, > m : p N � � � I x �� a� " mow u i I ¢ 11 cn ¢ ❑ w Q U I = w � s oz 1 (17r a � o PROJECT AREA = 56,050 S.F. (1 .29 AC) W `o MAX. IMP. ALLOWED (70 %) = 39,235 S.F. (0.90 AC) f ` ROLL UP DOORS C� 1 LL. IMP. AREA CONSTRUCTED z J _ ..__ STANDAIZI� (TYP. OF 4) Q � PARKING BU PER a- i I WAREHOUSE TOTAL BUILDING FOOTPRINT — 15,000 S.F. (0.34 AC) (D �~ 10,000 S.F. TOTAL PAVING AREA = 17,109 S.F. (0.40 AC) FFE=15.05IMP. AREA CONSTRUCTED (57 %) = 32,109 S.F. (0.74 AC) i _- ..__ I .86 8 CONCRETE BLOCK BUILDING __..__ --..-- _..-. I .FIN FL EL (16.14) , _____-- j O I CWz w 0 I m x X x x I I x x x x (D x U I 100' 57' I o bi x 10IN Q x 0 4' CHAIN LINK FENCE 553' ~ d x x ¢ CJ - Q ICD 0 o o X, r w o 00 O 6' WIDE CHAIN LINK w W i SWING GATE (TYP. OF 4) , ra > ~� PARKING REQUIRED p� OFFICE I X � 1 _ Ro I. _'•� :�o o,�e. X; i 1 SPACE 400 SQ. FT. 'I 4 ' MANUFACTURING, WAREHOUSING AND INDUSTRIAL x 1 PER EACH TWO EMPLOYEES i = 5 �_.. ..._- -- !�i STS I 1 PER EACH COMPA Y VEHICLE i — 2 I z x � x I I I _ _ x', TOTAL SPACES REQUIRED — 11 0 10 ( G Q 0 x I I ....r■ W Q N �� 'S ��c I X1 i i �y W 0 r LL sCO + I PARKING PROVIDED W c� CIOW Z Lo x ,•' . "o�ere .: x PARKING SPACES j = 14 w �'-' x ¢"� � I I j � � L` Q z HANDICAP SPACES f = 1 z =3 v . j I� xi TOTAL SPACES PROVIDED = 15 �-- '°"�'. j �a t~ 8. x I � Ld o� . X ---�x�-x' x � x ! I i U I a W ° o, x 4' CHAIN LINK FENCE ATF.' j 1 I m__....... xi x x x x-x '-GATE 'G x x x x x� I i EDGE OF ASPHALT PAVEMENT SIMMONS ROAD ( 30 -, /w) / \ U ASPHALT PAVEMENT z DRAWING o EDGE OF ASPHALT PAVEMENT O 4 OF 10 DATE: 0 DECEMBER, 2002 Ld W PROJECT NO.: BW-GE1.DWG 08101 b o z CONSTRUCT FDOT TYPE "C" DBI '11 w 47 .;•, GRATE INV. ELEV = 13.30 __. �®' & ct 'r E INV. ELEV. 8.40 w �` - __.-. .___..__ o ' a + 97.151 - I Q ' a �,tii �,� ��` CONSTRUCT FDOT z: . ti� F� •9 T CONSTRUCT FDOT TYPE "C" DBI I -{- 99.15 F TYPE "J" MANHOLE . r�'o R9J 8j u, CONNECT 24" RCP + 13 89 GRATE INV. ELEV = 13.25 CHURCH ROA °s�9� J o � TO N_G_[ 8.10 W INV. ELEV. = 10.65 + 13.54 CONSTRUCT 225 LF SE INV. ELEV. = 8.10 X AT INV. ELEV- = 10.90 OF 24" RCP 13.55 1��°� EDGE OF ASPHALT PAVEMENT 13 76 S INV. ELEV. = 10.65 + 14.09 PAVEMENT ELEVATION `367 0 �-�` ASPHALT PAVEIMENT 1 8 3'67 13.41 CONSTRUCT 27 LF �S� `� � OZ 12.47 13.67 A k 1�'�� 12.93- 4 �? 1 3 CONCRETE WALK 13.75 OF 24" RCP _- - 3 13.86 ,� _._._ -� -- z + 13.7 X + 13.32' �' ____. _-__ _ - --_ o 1337 2- _ Y ! -I-1-1 Vas y - 10 7 + 5 + 11.85 13 1 13.61 m }- 12.92 x j o 9 + 12.55 CONSTRUCT 4:1 MES c, _ -90 _ I 13.90 + 13.86 + 1�59� o CONSTRUCT 153 LF 1 54 Q¢ �= 1�- . INV. ELEV. = 10.60 0 r 11.6 3.35 + T1.39 OF 15" RCP 01 + 1 1 2 o r cn -4- 1 .38 -1-- 12-35 -H 12.95 �09 14.50 6 X I CoNCR \ �� 1 13.50 14.45 15.00 + 11.11 15.00 -'h 1 .67 a 0 �v ��c �C{t + 13+8112.81 - '9 + 1 10.75 11.92 -� 11.56 + 12.7. CONS fCQf IPI�k� ENCE 1 .0 `, 0 95 11 .1 OF " RCP Li + 13-24 13 + 13.62 -i 13.31 GRADE TO N FUtdliE6kENTAL + 11.24 + 1 .2� + 13. 12.05 OFFICE + 11. 7 DRAIN TYP ) + 13.00 g 14.45 1 1 ,5D�}S 0 �� --I-- 11.97 3,500 S.F. 13.50 1 .3 11 o 6.00 I + 13.46 (` x X� -I- 9.3 i i p 8 _ ---�� FF�=�S:( + 10.97 FFE=15.05 171 + 11.91 x \ 1,5��g i - 12.5 + 9.4 + 11.01 + 10 78 CONSTRUCT 4:1 MIES + 1331 + 12. 0 + 912 + 12.42 -I- 13.00 o .05 + 12.21 14.45 �,S -4- 10.68 + 1 .15 INV. ELEV. = 8.05 F._. + 11.81 I 1 .47 + 11740.9 ++ 22 ®6 O 14.25 4 14.00 14 25 z xl OS -DEVELOPMENT + 11.99 + 1 1�.C10 11 ___ ____ __ POST-DEVELOPMENT + 12. 7 1 5 97 TIME OF 12.67 14.95 3 7 y Lu w m O o Q 9.2 + 12.97 DRAINAGE AREA a X � .; o z Q z O y CONCENTATION -1- \ + 10.03 + 11 .39 co ¢ iii v5 ❑ ¢ w 0 o -� 10.87 Y x 15.00 � +-IS.1��7 -� cn o `� a � v + 13 5 oar +10.01 � 10.6�r -_...,._ 14.1 J + 0.6 7 I'`�.17 8.5 4 I r- _. �__ -- -- 14.12 n LIj 11 0 Xr 41 II 1 X74 w I X -� o NOTE: � + 12.5 ,o + 13.0 8 88 ' A E�TANDARD CONSUMPTIVE USE PERMIT (CUP) FROM W J+3JI14 (� j 1 11.9 2 + 11. 2 Q w if + 1 91 <7 + 8.�0 + 10.0 THIE DISTRICT MY BE REQUIRED IF DEWATERING A ++N. 93 + 1 .1 - DISCHARGE RATES EXCEED 694 GPM AND TO CALL t I + 11.97 AREHOUSE PAULA PRESLEY AT 904-448-7909 FOR A CUP \ u� co + 12. 9 11.04 -I- 9.91 DETERMINATION. Q �, co N ? 1 + 119 4 I- 13.44 12.19 10,000{PW 9.96 C� Z ,_.-n + i 13.61 i 14.25 n + 12.05 + 11.3 o FFEw15.05 + 10 04 L7 Q o 14.60 \ 1 �l z --� C19 + 10.69 I ® � .86 ONCRETE BLOCK + 13.52 73 � 13.9 �-• o 14.09 BUILDING I + 12.29 12 + 1 9 44- ___.. FIN EL EL (16.14) + 13.65 -I- 13: 413.65 _ •5 X21 8 x _.- _.. . (� cn 1 11 6. 13.69 I 1 1 z o �°•' 7 + 13.24 - 1� L �0 � 9.8 7� 0• 10 + 1 .20 > u' •32 �.n �- 13.24 pl + 12.25 1 X CONSTRUCT 9 LF w �1\ 1 8 _ 1 .0 + 12.27 l + 1.21 O d o i x - 12.33 I �� + 7.S 1 93 pry' OF 15 RCP f a met- `�x x x x -�1 1 I56 S + 2.2 2 1�� 10.0 g 11.3 - 14.5q 14. + 12.70 + 11 . 9 _ B• 1 88 I 11. 8 -I- 14.7 }- 9.46 �'� I + 10.85 + 8 8 CONSTRUCT 4:1 MES J x = INV. ELEV. = 8.50 z + 1155 + 12.7 I 12.61 iv + 7.7 w I + 13.22 + i13-1-<3.22 w I + 10.8 0.49- 105 + 8.6 5 -� 1 11.4 XI x _ + 12.65 � 13.25 1 0 F 9.1 Q� + 1 1123.12 14.3 12.29 1 U C p 4' CHAIN LINK FENCE + 12.55 x -I- 11 .38 U I _ x 13.31 f- 13.51 I -� 1153411,79--- x o� + ��. - - + 11.79-- + 13.79 + 113 � I � _Y... .. ._ __..-�.��-_.._13.0-5T �j,6 � 12.43 z cn + 13.2 x ! r2a4 z CD Q o x x 13.59 \ 13.2 I I' -- 10.13 0 w o ® 13.57 + 11.7 I + 13. 9 11 � w I -I- 13.30 12.21 P� I 1 ,5 6 WIDE CHAIN LINK 11 + 12- CONSTRUCT' FDOT TYPE Q W X + 13.61 + 13.73 j SWING GATE (TYP. OF + 10. Ii X� I x I I GRATE INV. ELEV= 11.95 N I Gni, I I I -- I X I �,� WEIR ELEV. = 10.10 W -I-- 13 A 2 + 13.2 x pq �d qao I ! � N INV. ELEV. �= 8.55 � R �i 12.94 IX' + 13.6 I�, 5' I 47' x 1$0' 5' +- 12.83 '10 <`p... j 1 X q° -� 13 2 I, 4- 12.6 PROPOSED I BUILDING I 35' x 168' FENCE 12.6 x� FENCE , .. (4--.MIN:)-- k p ST 1 .46 FFE 15.05 (4' MIN.) I 1 o I - __I -I 12.9 x' TOB = 12.00 i 4 _. idea f �,� i\NCS Q x' x x; /\\\\\\\\ \ N WL = 9.00 ; \\/�/ w o, Rr S w C7 o 13.02 I 0 I \ \ \ � X \ \ \ 7 5 x 146 2 \ \ \ w a z 12.17 15.18 9`` : �3 �� it I X I \/��/�\// SOA ! �0�� \/��/�/r� w WU' w z'�o Imo. 1x13.07 r 0,> II F-- o 00 �`� I + 13.1 ;� \ \\ \\ \ \\ \\ � �r I ,. r 4 i x j \��\� BOTT 1.5 \\��\/� i z roU rn � � I' \ \ \ \ r\ \ � � �' �'W 12 13.76 ry �; ;_a X x�_x�x -x 118.44 ! O . 0 X + 13.1 ` - 2. x I O o II i POND CROSS SECTION w M 11 1 0 - :,.. •� co x + 12.6 ! NT 1,��: � \ 12.1 N.T.S. � 96-.42 ------- cp ! F 1 \ 4' CHAIN LINK FENCE qT -, i , ��.. . _�.i;-. 12•�g 12. � --� 9E-:6� X1.8 01 96-44 -_..._ x x x x 1�1yr x x x I _ - 2.90 - - � - ° � ` . 8 EDGE OF ASPHALT PAVEMENT + 1 �� 12.29 ��,pr O 17 + 12.40 �Ts ®AD ( 3 O R/ �"� ) / \ 7) s + 12.50 SIMMO °� + 12.56 +�2 74 �` 6 �� + 1 2.56rx ASPHALT PAVEMENT + 96.26 DRAWING o � 12.36 __._._ -__... N 7,2-66 72 EDGE OF ASPHALT PAVEMENT 474-97.80- •- 2 -f"---9 7.80 -_ PD 13 06 -) �-- 13.10 �> DATE: w V) DECEMBER, 2002 uj w NN PROJECT NO.: � � 08101 P W BW-PD1 DWG � I 0 z ' APPROX. 33 LF DIR. BORE W/2,r NOMINAL PVC. ! ., . , any, '•, WET TAP WITH 8" x 2" DOUBLE REDUCE TO 1" WITH (2) PVC TRANSITION COUPLING •: } ..t j, LOCATION OF EXISTING STRAP SERVICE SADDLE ANDAND (2) 2 X 1" REDUCER. o�:- ;' :rti•, ! FIRE HYDRANT AND _.. T :• P,. VALVE ASSEMBLY CORP. STOP W/ BOX AND COVER 3f00 co I ; _— :s S wM —8 WDM--- - cn - LOCATION APPROX. I F EXISTING 8" SANITARY SEWER PVC WATER MAIN ( I �-" ��t �J ��, � JV PVC AT TOP EL (13.47) - INSTALL 8" x 6" _.._ ___....__.._._.__. ROAD E INV EL (10.43) APPROX. 15 OF SOFT DIG TO AVOID DISTURBING WYE INV. ELEV. 10.65 w wv EL (10.44) m { EXISTING 8" PVC GRAVITY S.S. AND 2�" F.M. " � RCEMAIN - --. - •" 1� PV SANITARY - 1 5 - - SEWER _.._ C 5 G �^ SM S . �_ - - F MANHOLE _ - - _. _. _ O r ----- S �M � Q - vc 70P El (14.15) -5--- - Sv_ 5 FM 7FM 1 lul �__. _FM_�..... Atl --.�-.-FM �_F! _._ _.__FM - _ . - _...�... �_.. F �....-- s EM_ F M r--.. - - -�� I p- �v4 FM FM F�m 11 S INV EL ( .s5) s �I„ _. FM __�.1�_.�....._�r1___----_..-. �-� r__ _.._ �...-___ -- _-- _ _ -- INSTALL PVC CLEAN -------_...__ _-_ --• . __...... ._... ._ �� __...- _ -I-I 1" METER AND OUT AT PROPERTY LINE . -- --- -- -•-.___ _...___. _....---.._ � I � i BOX WITH COVER 10' MIN. AT INV. ELE�/. 10.7Q._. ._... _.._ J I` 1"-�PZ BFP i INSTALL PVC CLEAN OUT I I I AT INV_ ELEV. 10.80 i I 1 i I � w ; ; j I /l-• C N LINK FENCE � --•a I-•IAI 16' + 1„ SC II 'r.. w� i Q I ! i I I,I !' TEMP. PLUG SANITARY I 40 WATER l , AL _._.. SEWER 5' FI ®+ SERVICE OFFICE �F�� ` j RAISE MANHOLBbfb)f—�'• 1 500 S.F, 1I1 N.:.._ r 15.05 ! i I TEMP. PLUG I FFEw15.0, MATCH PROPOS= I ► WATER SERVICE 5 DRIVEWAY ELEVATION FROM BUILDING 1 Lu r I _ cn °° •--r -. i i ! I MW m p o �. W I !f a `� a � v Ili O I II I .._..._ cLu a co II ! I i I ' rj ; w ! i �.__-.�.__.T' I I j ; 11 1 W Lu Li `��d,�1REHOUSE W i 10,000 S.F. C/) I~FE1��.05 j I I i z o 1 I j I I I c O •I C R E T�E B t"-O C K L 1 I t�C7uj I I I� I i I %Or � _ ._-_._... .....-- -_,.. -- --•--• F N r i... EL- (16,14) I .•R I { I ! `-' ,_- I ( I j I f I I I I ; ' ! •I I ( O i I i I � I `�I ''I ''I , I I ► i 1 z I 1 1 j __�._....V___.�.---•--•-•--- ---._---_—_��j ail 1 I , 1 , I .1 I I ' I a o ! j I a w o o + I i 6' WIDE CHAIN LINK ; ; w W - I SWING GATE �TYP. OF �} P", + i ! I I W _ I 0-4 cn Lij ON 0)7 i / (14 rO � ; � I I W (� �© per f i r i ; F`..._•``. ..OM1 .._ L1.J z J o" UJI r r l LL < Ln � ' t I j !, ° •, .,r I I I I I z c.4 >j CJS + / Z � ' aq I , r 1 , 0 1? 0,1LD ( 1,- 0 JRV�1110 cn z -- DRAWING o ___---..._ _...__.._...... __..__.,_..___... _- _..._....__..-...w._.. ..--.-- __ _ OF 10 DATE: Lij DECEMBER, 2002 w J W i PROJECT NO.; ` BW-WSI.DWG 08101 r H 0 Z 0co +� �"z• rn r. •+s,�y i U) m z O 0 U m Ld 0 U) CHURCH ROAD 35'+/-SIDEWALK 41'+/-SIDEWALK (TO BE REMOVED) EDGE OF ASPHALT PAVEMENT w ASPHALT PAVEMENT (TO BE REMOVED) CONCRETE WALK 9"pAK 3. i r,,•.' EM Ali i �i 7 i T 1' 1 '�'1..... l Y71 . I S R WC 05OAK 91. C 15"BAY i., ' 8"WC 18"P 0 IC,ONL' 6"OAK 1 "p ::) r 9V CQ g�OcK I y8�"oA K 4'CHAIN LINK FENCE m Z >- U I t..p a..OAK Q O m CLLJ LJ iJFUTURE RENTAL ____ W b L 0 z I 1bA OFFICE ¢ M L ¢ W u 11"TWELM 3,504 S.F. 10" AY "OAK&7"20'A'K,,' -- 1,500 S.F. FFE=15,05 7"OAK U - W Wi � © y 7 p 4' 4 FFE=15.05 tai r- C7 p -� U I1 Q"P ,,. ..o Ld I I 12"PZ 0 W 0' z W 0 Q0:: w 0 g"p . 0 * --I � d W p r __ . -- w I 21--P7„WC 11"O K <N 7"OAK ~ 7' AK W 6"P WAREHOUSE O z 14"P d • � 10,000 S.F. � FFE=15.05 I n 7'P- 12"P 5" Q o I ..pl p Q CONCRETE BLOCK 2„p l � � � -_ -- BUILDING s„OAK 1O,.P 10f ' z ti{ FIN FL EL (16.14) i 2"P k, I � 12..p z LLJ r� "CAM 12"p 4� 13 AK 10"OAK I 18 P 20"OAK{ ] 13..OAK 7"P 22"P 0 w yw�' 12"P 1 d11"P 0 ,'�,6° 17"CAM 9'OAK(D(Di 7 P / ClIc rp z Q0 �3•p o 16"7RIWC 11"p 11"OAK %' 013„p 11"OAK �wcP7"TWCAM 3"MAG- I - O CO 126 9,.P I, ,. - •,,.,y,., - ...-.% r� 11 „ z I-- a O w S 1.3"OAK 8••OAK 10 P I I I I P-I r 0 ` II I I I. II a d Q 6WIDE CHAIN LINK <12"PM 0<1 s" AK . 7• VSWING GATE(TYP. OF 4)Cb 8"OA I0p I)s 0 1 10"OAK O p 10"PM w 0 10"OAK 22WC 14„PM J Ico 67"WC C� �Fo EZ;N Q I I eroy�, his s G I • 59"TRIGUM Y 7(g) C I :yo-:•� • I I I I •�a0 20"GUM{ ,] I I ' L�rP I I {{ T _L___ to dI Lu N 7 rlrrr IWI-I EDGE OF ASPHALT PAVEMENTz O 30 R W) W L ¢ SIMMONS ROAD ( � / m W z �c7 ``"a E0 ASPHALT PAVEMENT W O x r� uj � EDGE OF ASPHALT PAVEMENT _ ,�. —�. ----� "` — m� J Op' Lo o p 0 L) X I LANDSCAPE REQUIREMENTS CHART LANDSCAPE NOTES 0 z U i TREE LEGEND: in m LOCATED 6" OR LARGER TREE LANDSCAPE AREA REQUIRED PROVIDED 1,) PROVIDE 100%IRRIGATION FOR NEW LANDSCAPE o Z W "' In MATERIAL OR HOSE BIB EVERY 100'. LOCATED TREE FOR MITIGATION WITHIN VUA(17,109 S.F.x 10%) 1,711 SF 1,307 SF P PINE 2.) IRRIGATION TO BE CONTROLLED/MONITORED TWP TWIN PINE AROUND EDGE OF PAVEMENT TO PREVENT BUFFER AREAS BASE FAILURE DUE TO SATURATION OF LIMEROCK. y w LLB LOBLOLLY BAY TwLLB ITWIN LOBLOLLY BAY NORTH-ROW(315 LF x 10') 3,150 SF 3,150 SF 3.) PROVIDE 3”MULCH AROUND ALL PLANTED MATERIALS. PM PALMSOUTH-fL1(355 LF x 5') 1,775 SF 1,775 SF FARM SAUCER WITH o LO LIVE OAK EAST-e (190 LF x 5') 950 SF 950 SF 2"CONTINUOUS RIMI woo 3" MULCH l� o TWOAK TWIN OAK � ' IVQIIIpIJ911 III ' .,.' pull IU Illi I _ U CAM CAMPHOR WEST-R(150 LF x 5') 750 SF 750 SF TWGAM TWIN CAMPHOR I--I 1n III—III- I (—I 1=11I TREES SPECIFIED PLANTING _ _''': -III=III- z TRICAM TRIPLE CAMPHOR DENOTES BUFFER AREAS WHICH MIX. WATER&TAMP =III-- I —III-III—I �I i I- DRAWING U WC WILD CHERRY NORTH-ROW(315 LF 150) 7 15 EXISTING TO REMOVE AIR Iii i - SHALL INCLUDE SHRUBS SPACED POCKETS TRIWC TRIPLE WILD CHERRY SOUTH-FL(355 LF/50) 7 20+ EXISTING THREE-FOOT ON CENTER AND 2" 111-I I I- III 111-1 GUM SWEET GUM MINIMUM LAYER OF MULCH =1 I I— ISI LS-�1 PL EAST- (190 LF/50) 4 6 EXISTING o QUADGUM QUADRUPLE SWEET GUM L TRIGUM TRIPLE SWEET GUM WEST-It(150 LF/50) 3 20+ EXISTING - DENOTES PROPOSED SHRUB, 7 OF 10 QUADPEAR QUADRUPLE PEAR WITHIN VUA (17,109 SF/4,0001 4 15 EXISTING VIBURNUM ODORATISSIUM"SWEET — - - a TWELM TWIN ELM VIBURNUM,"18"-24"HT,3 GAL., SHRUB PLANTING MYR MYRTLE 36"O.C.,APPROXIMATELY 191± N.T.S. DATE. w OCTOBER, 2002 HACK 1HACKBERRY PROJECT NO.: BW--L1.DWG 08101 0 z I:F R 1, Ld 2:4 to i 1AaA TYPE A OR B FENCE 1 ` L'• r r'r _ NOTE: SPACINGS SHOWN IN THIS CHART ARE BASED ON ��,. � Z.' _ r GENERALIZED CONDITIONS AND SHOULD BE ADJUSTED BASED ON ACTUAL SITE PERFORMANCE OR HYDRAULIC W "` �., 7 COMPUTATIONS, LSe J - 1p . _ FLOW RATES ( CFS ) I° ° I• - cl • � �... LOOSE SOIL PLACED BY SHOVEL AND � _ _- � BALES =I NOTE: BALES TO BE STAKED AT THE LIGHTLY COMPACTED ALONG UPSTREAM . .^-� )i�� VERY LIGHT [ 5 AS REQUIRED J o TO BUT"C FLOW FACE OF BALES. - �-� �� U DIRECTION OF THE ENGINEER. ��'r� ?,, MODERATE 7 10 [ 15 m ANCHOR BALES WITH 6 LIGHT 5 10 cn ° SILT FENCE VERY HEAVY? 25 40 ^I cn o °I 2 - 2" x 2" x 4 --0" SILT FENCE PROTECTION STAKES PIER BALE. �p� AROUND DITCH BOTTOM BALES BACKED BY FENCE < INLETS. 5 z PLAN PLAN N.T.S. S �.�� '• _ � SOILS 6'-0" COHESIVE NON — COHESIVE 0 ANCHOR BALES WITH LOOSE SOIL PLACED BY SHOVEL TYPE III OR TYPE IV TYPE III OR TYPE IV a` O 2 — 2" x 2" x 4'---0" OVERLAP (MIN.) �' � FIRM LOAM FINE SAND � � STAKES PER BALE. AND LIGHTLY COMPACTED ALONG La, 4 Q. ENDS THE UPSTREAM EDGE OF BALES. a 4� CLAY SANDS COURSE SAND o ^ CLAYS GRAVELS 6' O" MAX' �5---ter _j '`2Q HARDPANS SANDY LOAM tqp,FILL SLOPE FILL SLOPE POST (OPTIONS: 2" x 4" `� SILT FLOW — SILT_FLOW 3 ` 'S SILT LOAM � ELEVATION ELEVATION OR 2 1/ 2" MIN. DIA. WOOD, � ,, v,� � gN7ti° LEGEND (n rz - STEEL 1.33 LBS/ FT. MIN.) y °�, `�. SOILS TO BE USED AT SELECTED SITES WHERE THE NATURAL o - --- F q�` FLOW yfA D� C GROUND SLOPES AWAY FROM THE TOE OF SLOPE ocy "' `-- 18 OZ. NYLON REINFORCED �' 2 1n = TYPE III SILT FENCE PVC FABRIC (300 PSI TEST) TYPE IV SILT FENCE cc7Po DEnvsoA ° "Fs�A4 �Rr/IEa��i BARRIERS FOR FILL SLOPES I NOTE! SPACING FOR TYPE Ili AND TYPE IV 1 7E` 4 TO BE IN ACCORDANCE WITH CHART I. a N.T.S. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM w ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE STAKED TURBIDITY BARRIER USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. E50 100 150 200 250 300 350 400 p N.T.S. SLOPE DRAIN APPLICATIONS SPACING (FT) z WOVEN FILTER FABRIC IN ABSENCE OF N.T.S. RECOMMENDED SPACING FOR RIITAND ITYPE(TYPE 11 ESTABLISHED GRASS (APPROX. 12' x 12'). HAY SECURE EDGES BY ENTRENCHING AND FENCES AND PAVED DITCH HAY BALE BARRIERS. EXTEND UNDER BAGS AND BALES. FABRIC CHART SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARDN SAND BAGS SPECIFICATIONS. COST OF FABRIC TO BE j_ 0- lcl� INCLUDED IN THE CONTRACT UNIT PRICE m Z 0 m 5' MIN. FOR BALED HAY OR STRAW. TN. Lu m U � � W � ¢ a II cn � Q LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY [] w o o LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY o Y o J __j�- COMPACTED ALONG THE UPSTREAM EDGE LL_ COMPACTED ALONG THE UPSTREAM EDGE OF BALES. OF BALES. PLAN PLAN v RAIL POST LL.I J w 1' MIN, Ld RECQMMENDE � RECOMM'ENDED CHURCH ROAD 5' TYP. 5' TYP, EDGE OF ASPHALT FPAVEMENT Lli ASPHALT PAVEMENT ANCHOR BALES WITH 2-2" x 2" x 4' STAKES PER BALE, ANCHOR BALES WITH Z Q ANCHOR TOP BALE TO LOWER BALE WITH 2 - 2" x 2" x 4' GONONETE WALK Y I- 2-2" x 2" x 4' STAKES PER BAIL STAKES PER BALE. Z w ELEVATION ELEVATION ° T o00 APPLICATION AND SPACING THE USE OF TYPES I & II BALE BARRIERS SHOULD BE LIMITED TO THE ° CONDITIONS OUTLINED IN CHART I °°` z O 0 cot, 00, Q $U��°�Nc�OCK (�J TYPE II TYPE I FUTURE RENTAL O OFFICE � l Q .500S. 500 S.F. 3.500 S.F, 0' F_ r FFE-15.05 FFE=15.05 Ljr V1 BARRIER FOR UNPAVED DITCHES 0 W Ld N.T.S. ti I OPTIONAL POST o POST ( OPTIONS: 2" x 4" OR POSITIONS 0 2 1 / 2" MIN, DIA. WOOD; S EEL ¢ 207 ., N U /1 1.33 LBS. / FT. MIN.) I U PRINCIPLE POST POSITION E4 (A 6' MAX, I ' ( CANTED 20' TOWARD FLOW ) \ WAREHOUSE 10,000 S-F. C F FILTER FABRIC ( IN w FILTER FABRIC � I FFE-15.05 � � � o�15" TO , CONFORMANCE WITH > Q J 18" - SEC. 985 FDOT SPEC.) -----SILT FLOW Op O I CON BUILOINGOCK 12 ION FIN FL EL(76.74) 190. 4 U MIN. ELEVATI N 0 SECT I a° W TYPE III SILT FENCE - - =' �' a o o N.T.S. !� 9a �+ 9°. U) I I 220.00' . ._x' Q OPTIONAL POST POSITIONS 20. J PRINCIPLE POST POSITON a° 10'-0" MAX. v (CANTED 20' TOWARD FLOW) POULTRY MESH (20 GA. MIN.) � POULTRY MESH OR ,� I OR TYPE A FENCE FABRIC uwiTYPE A FENCE FABRIC a (INDEX NO. 452 & SEC. 966 FDOT SPECIFICATION) IR I FILTER FABRIC w I o -♦- SILT FLOW ___ FILTER FABRIC (IN CONFORMANCE I w sr WITH SEC. 985 FDOT SPECIFICATION) _ I n �N0�H c SOgyF Ln Q ELEVATION NOTE: SILT FENCE TO BE PAID FOR UNDER °44, Osis �C R If��STALL EROSION CONTROL DEQ/ICES Q ea i THE CONTRACT UNIT PRICE FOR STAKED SECTION ss.. :` Ei3EFORE AND DURING CONSTRUCTION w oN �n SILT FENCE (LF) ::y I acv \ : ' UNTIL STABILIZATION zLij ¢ a0 TYPE IV SILT FENCE �\ , :. (� ( �J z N.T.S. 90. W � T x 2 \ R EDGE OF ASPHALT PAVEMENT Q d O F Iwi ^".'1 O L O ASPHALT PAVEMENT SIMMONS ROAD (30' R/W) ��/ r r� �J t-'o I a ANCHOR BALES WITH 2 - 2" x 2" x 4' \ 0+■ ��'•rJ 111111 I IIII SI STAKES PER BALE O ¢¢ U DEWALK \ EDGE OF ASPHALT PAVEMENT O z U 10 1IlfiiiiIIIIiiNiN1116 e� I PE Z W � , � m I sE affI APRON CURB & ��y DITCH _ e-DITCH \ / /fllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf!!lllllll�� GUTTER %j GUTTBER = SII(IIIVllllllllllllllll11111111111111i1 f I r L o PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET / \ z PROTECTION AROUND INLETS OR SIMILAR STRUCTURES DRAWING ° N.T.S. EC'-1 O LL 8 of 10 DATE:: Ld DECEMBER, 2002 Ld W PROJECT NO.: BW—EC1.DWG 08101 M 4 D Lx-hv-\ SIc4 D�-- r ,'r a w" ' 7 ltl:•O -- izT -z 141 3.0" w.: 00.: 00 O O E L-11.90 �' '"�" a. w LL \1r �• z w ENCLOSURE TO MATCH BUILDING EL=10.00 m 6' � a`��\ � BOLTS TEXANSIOYP � x F�` 0.25" ALUMINUM ( ) PLATE SKIMME 2" x 2" ANGLE IRON O o a 0 0 � z,� o -- TOB EFL=11.90 - 2 X 6 PT DOOR BUCKLE ATTACHED TO BLOCK W/WEDGE ANCHORS ---- WEIR E:L-10.10 ELEVATION OF DUMPSTER ENCLOSURE GATE (NTS) �- - , TO PLOT ALL =_ ORIFICE EL-9.00 VARIES 12'-0" 8'-0" MAX 15" RCP L7- 15" RCP LU INV. EL=8.55 I BOTT EL-7.55 INV. EL=8.55 o 2.80" DRILLED ORIFICE z PLAN VIEW OF DUMPSTER ENCLOSURE (NTS) n SIDE VIEW INV. EL=9.00 FRONT VIEW (VARIES) Gi �• O SIDEWALK OIL SKIMMER � C1_ el- 79 z RAMP � W W a] C) W �" _j � 0 � U v ~ w w � EV 12:1 MAX.- .--12:1 MAX. 12" � ❑ � Q � U 4"WHITE G 45° �. ri FLOW 113"V.tJ. • ,' \v�,�i�• .1W'Mf...4" iA,V 1..\Y'SM •'rn' "fti�5•., ya4"':�� 'Y��•W. !'�f1^ .I�:J\."'rr. �� 4�v i'i• ••l-J.-'°v\ •\ r.W.•�. n•y•e.��y�•V �r.Ml •1 1" 4r;••,..V •% ��u'" 21 N TO OUTFALL }� „. .,,„.„ ... c,., _ NOTES: Ut�•�I 11=1 I I I I I� I I I� "� I I I III I I I�I I I -�� III-III-I 11=��1 I I-I I I�-rl I I-III I I I=1 I II I I-III III 1.PIPES MUST NOT BE IN W rl I.' rrrTrllTf�_ -II T W II =T=r� �= I Iti• I I .'I CONSTRUCTION JOINTS �( . 1Tf- i I - I��r-_�rr_I I I -1 I � I I I� I 1 Q HANDICAPPED - - =1 I - I ` I _ - I II I I_ 1 I 8�r U SYMBOL(WHITE) >U' °LI`; 2.PIPES SHALL BE FLUSH PARKING BY "12' 12" 12" WITH INSIDE WALL - 3. CONCRETE DESIGN STRENGTH " '� V) LL DISABLED s 3-1 8 w a"BLSHALL BE 4,000 P.S.I. 12' S' WHITE N PERMIT C) a. PLAN VIEW ONLY ❑ CHAINLINK FENCE DETAIL MODIFIED TYPE "C" z w w CONTROL STRUCTURE ❑ z $250. FINE DIMENSIONS FOR R.C.P. ? ❑ D X A B C E F G Ms N Sod T Q o 15" 2'-7' 2.27' 4.09' 6,36' 4.03' 8' 1.22' 4.63' 1.19' Beveled or Round Comers rn ? 4 �. Z 18" 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 1.21' , ° 4"BLUE 4"WHITE '5" 2.53' 7.18' 9.71' 7.03' s \ � y 2'LI 30" 4'-3" 2.70' 9.25' 11.95' 9.03' 13' 2.00' 6.08' 1.29' �� \ � I o ❑ NOTE: PAINT SYMBOL ABOVE ONTO SURFACE VAN e WITH(.2)COATS OF HANDICAP WHITE PAINT. 3 ' S'-1" 2.87 11.31 14.18' 11.03' 15' 24' B.6T 1.33' I PLAN MANUFACTURE AS PER DEPARTMENT OF ACCESSIBLE 42" 6'-0" 3.05' 13.37' 16.42' 13.03' 1 17' 2.45' 7,25' 1.38' „' z TRANSPORTATION SPECIFICATIONS. 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19' 265' 7.83' 1 4 ' a I xW I PRECAST IN ACCORDANCE r' 54" 7'-8" 3.39' 17.49' 20.88' 17.03' 21' 2.83' 8.42' 1.46' o " ° ° e' � ❑ 60" 8'-6" 3.56' 19.55' 23.11' 19.03' 23' 3.00' 9.00' WITH LATEST EDITIONS E 1.50' I OF ASTM C 478 HANDICAP PARKING DETAIL HANDICAP PARKING SIGN 6.42' 6.25' DIMENSIONS PERMITTED TO ALLOW USE OF 8' ° ° STANDARD PIPE LENGTHS. %\ c 10.40' 10.10' DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS. N sod ° a z Concrete Slab,4'THICK 0 FACE OF BUILDING RelnforcedWthWWF W-wl. WAA W CONCRETE SLAB SHALL BE DEEPENED TO FORM VARIES SEE PLANS PAVEMENT BRIDGE ACCROSS CROWN OF PIPE. SEE SECTION. ToaylEw 4 ' Q' O ( ) o 4•, o FDIMENSIONS FOR E.R.C.P. z sod GRADE RING OR BRICK Cn ❑ RISE SPANX A B C E F G Ms N ¢ A ADJUSTMENT 2 COURSES w R S MIN. AND 4 COURSES MAX. A Ill^11=111=111=111=111;111 4" llhllllll I - Orr _�- 2" 18" 2.83' 2.36' 3.06' 5.42' 3.03' 5' 1.50' 4.92' 1.21' : . 2 14" 23" 3.33' 2.44 3.75 6.19 3.70 61 1.90' 5.384:1 C 1/2" PREMOULDED H w 19" 30" 4.00' 2.62' 5.47' 8.09' 5.36' 8' 2.37' 6.04' 1.27' Concrete Connector _ ► o JOINT FILLER 24" 38" 5.00, 2.79' 7.18' 9.97' 7.03' 10' ,85' 6.79' 1.31' o P1pe �sr pp ° a 2" CLE/4R GROUT OR "RAMNEK" COMPACTED SUBGRAD � 29" 45" 5,92' 3.05' 8.90' 11,95' 8.70' 12' 3.19' 7.50' 1.38' Saddle _... Ditch Grade., JOINTS AS REQUIRED 34" 53" 7.00' 3.22' 10.62 13.84' 10.36' 1 ' 3.57' 8.25' 7 of Lass Than b #a bar 38" 60" 7.83' 3.39' 1 11.99' 15.38' 11.70' 15' 3.95' 8.92' 1.46' No Pipa Joint permittede• 4' od PIPE MUST TURNDOWN SIDEWALK 43" 68" 8.92' 3.56' 13.71' 17.27' 13.36' 17' 4.28' 8.67' 1.50' Unless App,By The Engineer NOT BE IN = 48" 76" 9.92' 3.73' 15.43' 19.16' 15.03' 19, 4.59' 10.42' 1.54' E CONST. JOINT I-- C/) -- MINIMUM WALL THICKNESS * 53" 83" 0.67' 3.91 17.15' 21.06' 16.70' 201 4.77' 11.0$' 1.58' SECTION LU SHALL BE 5" 58" 91" 11.67' 4.08' 18.87' 22.95' 18.36' 22' 5.01' 11.83' 1.63' 12:1 MAX. SLOPE 'W'= DISTANCE FROM CENTER OF PIPE TO CENTER OF PIPE } 2" CLEARZ "'� x Mm'=DIMENSIONS FOR MULTIPLE PIPES L U) X MEET GUTTER FORMULA TO DETERMINE"Mm"FOR MULTIPLE PIPES=Mx+X(NO.OF PIPES-1) ° )"/FT w ° FOR"Ms"AND"X" DIMENSIONS,SEE TABLE ABOVE. LINE CONCRETE SIDEWALK "' MITERED END SECTION _--- Q "' w P �r SPECIAL ORDER; NOT STANDARD SIZE O ¢ - PRE-•CAST MIN. W z � x SAWCUT AT EXISTING 2' PARKING BUMPER BEARING CAP a PIPES SHALL BE RECESSED W (D m W CONSTRUCTION JOINT 2000 P.S.F. �/ 1 TO PROVIDE FOR A 1 TOOLED RADIUS Z Z z o PROFILEw 2' U) vi � � U 90 6" LIMEROCK BASE, MIN. LBR M 100 z a 12:1 MAX 4' DESIRABLE 12:1 MAX COMPACTED TO 100% OF MODIFIED �� O SLOPE 3' (MINIMUM) SLOPE PARKING PROCTOR DRY DENSITY (ASTM D- SLOPE- 1/2 ASPHALTIC CONCRETE STORM DRAIN J--1 MANHOLE (48 I.D.) O TOP OF CURB SPACE 1557 AASHTO T-180) FDOT TYPES 1500 LB, z � 1 W GUTTER LINE EXPANSION 2 EACH NO. 6 RE-BAR A - ' . ' ''o . ' . ' ,a , ' •'o . ' TYP 5 JOINT MATERIAL 11 18" LONG �r 24 o.c ( ) 1/2 EXP JOINT FRONT SECTION 4,000 P.S.I. CONCRETE C x 1/2" DEEP CONTROL JOINT 1/2" DEEP SEALANT 1/2" 8 8 1" R. 4 NOTES: �---�-� �---� PORTLAND CEMENT Li a CONCRETE PAVEMENT,WITH 1. RAMP SURFACE SHALL BE CONSTRUCTED TO CONFORM . • . t. • _ • • ' �.��,��.� co COMPRESSION STRENGTH TO SECTION 522-7.2 FLORIDA D.O.T. SPECIFICATIONS. - 12" COMPATED SUB-BASE MIN. NOTE: 3000 P.S.I. a@ 28 DAYS ui LLL 2. BASIS OF PAYMENT: CONTRACT UNIT PRICE `n a a - LBR =40 COMPACTED TO 98% OF SEE GEOTECH REPORT FOR T� T� 12" DRAWING MODIFIED PROCTOR DRY DENSITY 12 STABILIZED SUBGRADE, MIN. 1/2 R. z ESTABLISHED IN THE PROPOSAL FOR SIDEWALK. r' MORE INFORMATION. NOTE: L.B.R. 40 MAX. PLASTIC INDEX OF " � S 3. THIS STANDARD IS NOT INTENDED TO BE ABSOLUTE. (ASTM D-1557/AASHTO T-180) IF CONTROL JOINTS ARE SAWED, SAWING SHALL 6,COMPACTED TO 95% MAX. DENSITY 7 5/8 1/2 R. �„ D-"'� Ir FINAL DETERMINATIONS TO BE MADE IN THE FIELD. 9 6-011 LIGHT DUTY BE ACCOMPLISHED WITHIN 12 HRS. OF CONCRETE AASHTO T-180 9 OP 10 ° POUR: 5'-0" O.C. (TYP.) - o PAVEMENT SECTIONDEWALK CONTROL 18" DATE: w HANDICAP RAMP STANDARD PARKING BUMPER SI r-� `� DECEMBER, 2002 to AND EXPANSION DETAIL 18" CURB PROJECT NO.: w BW-PDDET1.DWG 1 08101 d GENERAL NOTES: ,:0 .' ,. 1. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OR CITY , EASEMENT MUST BE IN CONFORMANCE WITH CITY OF ATLANTIC BEACH PUBLIC WORKS (ABPW) APPROVEDUJ MATERIALS. _ 5 LL 2, CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS, AND APPURTENANCES REQUIRED FOR A TEST y COMPLETE SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING ANY ADJUSTMENTS DUE TO UNKNOWN BALL cocKs OBSTRUCTIONS. VALVE VALVE r 3. ALL CONNECTIONS AND TIES TO THE ABPW WATER AND SEWER SYSTEM WILL BE PERFORMED BY THE CONTRACTOR -III-III-1I I�I I I ' I 1=1 I I III-III` m UNDER SUPERVISION OF THE ABPW. 6 a 4. EVERY CARE SHALL BE TAKEN IN HANDLING AND LAYING OF PIPE AND FITTINGS TO AVOID DAMAGING THE PIPE, z z SCRATCHING OR MARRING MACHINED SURFACES, AND ABRASION OF THE PIPE COATINGS. ANY FITTING THE LENGTH OF PIPE TO BE � a o SHOWING A CRACK AND ANY FITTING OR PIPE WHICH HAS RECEIVED A SEVERE BLOW THAT MAY HAVE CAUSED RESTRAINED EACH SIDE OF 10' MINIMUM ` II MINIMUM GALV.STEEL ACKFLOW GALV,STEEL BEND SHALL BE IN ACCORDANCE PREVENTER IN AN INCIPIENT FRACTURE, EVEN THOUGH NO SUCH FRACTURE CAN BE SEEN, SHALL BE MARKED AS REJECTED WITH TABLE FOR MECHANICAL ACCORDANCE WITH PLANSAND REMOVED AT ONCE FROM THE WORK. RESTRAINT DEVICE,ALL JOINTS JBAPPROVED BY 20'MIN. EACH SIDE OF EXISTING TEST w 5. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10.FEET HORIZONTAL PIPE SHALL BE MECHANICALLY FIN.GRAD COGKs co INSULATE � EXPOSED SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (DR18 AWWA C900 FOR NEWLY INSTALLED SEWER RESTRAINE z SURFACES(TYP) �* AND DR25 AWWA C900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY � MECHANICAL JOINT 11.250,22.50 WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL OR 45° BENDS (SIZE VARIES) IIII-IIII';' IIII IIIIIIII - SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE PROPOSED PIP UTILITY PIPE IIII IIII m SIZE&TYPE VARIES < SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. THESE SITUATIONS MAY OR MAY-NOT BE + SUPPLY IIII IIII `SERVICE Di NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED ' Illl=IIII= IIII=IIII IN WRITING BY THE ENGINEER. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF JOINT OF PIPE CENTERED AT ELEVATION 18 INCHES OF VERTICAL CLEARANCE, A FULL-UNCUT LENGTH OF WATER QUALITY PIPE (DR18 AWWA C900 CROSSING IF 18" MINIMUM NOTES: SEWER, DR25 AWWA C900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF SEPARATION CANNOT BE MAINTAINED 1. ALL PIPE AND FITTFINGS 2"AND SMALLER SHALL.BE THREADED CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION, THE MINIMUM VERTICAL NOTES: SCHEDULE 40 GALWANIZED STEEL OR BRASS SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED. SEE DETAIL W-44. REDUCED PRESSURE w BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. ITIS PREFERABLE TO HAVE THE WATER MAIN ABOVE 6" OF SEPARATION IS REQUIRED. SANITARY SEWER LINE E DRAINAGE PIPE, m - m 18" OF SEPARATION 15 REQUIRED. IF THIS BACKFLOW PREVENTER DETAIL o F- O a THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. IS NOT POSSIBLE AND EXISTING UTILITY MAIN IS C900, C905 OR D.I. PIPE, SEPARATION CAN z f1 z Q A FULL-UNCUT LENGTH OF WATER MAIN PIPE USUALLY 20 FEET SHALL BE CENTERED AT THE POINT OF BE REDUCED TO 6". A FULL 20 FT. PIPE SHALL -wi �' < v CROSSING OF ALL WATER AND SEWER INCLUDING STORM LINES AT THE POINT OF CROSSINGS REGARDLESS BE CENTERED OVER EXISTING UTILITY MAIN Q ~ 0 J Q 0 ( ) TO PROVIDE MAXIMUM JOINT SPACING FOR cUi) Z n """� � LLQ v OF THE VERTICAL SEPARATIONS. HORIZONTAL SEPARATION BETWEEN STORM SEWER AND FIRE HYDRANTS 18" OR 6" SEPARATIONS. 6. CONTRACTOR SHALL NOTIFY ABPW AT LEAST 48 HOURS PRIOR TO CONNECTING TO CITY FACILITIES, TESTING z NEW MAINS, FLUSHING SEWER MAINS, FLUSHING SEWER MAINS AND INSPECTIONS. _ - - -- - - _ - � -I I-I►1=III=1 I I ► I=1 11=I I I=1 11= -I co Di - v, LuUJI SANITARY SEWER SPECIFICATIONS: a Li 1. PVC 1120, CLASS 118, SDR 35 PIPE: PIPE SHALL CONFORM TO ASTM D3034 FOR 4"THROUGH 15" DIAMETERPIPE. z = Lll W PIPE MATERIAL SHALL BE CLEAN, NATIONAL SANITATION FOUNDATION APPROVED, CLASS 12454-B PVC COMPOUND o w ❑ CONFORMING TO ASTM RESIN SPECIFICATION D1784 WITH WALL THICKNESS T-1. PIPE COUPLING SHALL BE IN o UTILITY PIPE 6"WIDEx8"THK. CASTIRONVALVE BOX&COVER, ❑ ❑ ACCORDANCE WITH ASTM D3212. ELASTOMERIC SEALS SHALL MEET ASTM F477 OR ASTM F913. FULL LENGTH OF PIPE SIDES COLLAR cn COVER TO BE LABELED"sEwER" Z z z'sca, z 2. FITTINGS: FITTINGS 4"AND LARGER ON PVC PIPE INSTALLED UNDERGROUND SHALL BE OF SAME PVC TYPE AS CENTERED AT cC PAVEMENT OR 0 THE PIPE WITH JOINTS TO MATCH THE PIPE BEING INSTALLED. ALL PVC FITTINGS SHALL BE GREEN. FITTINGS CROSSIN _ _ GROUND r z SHALL MEET ASTM D3034 AND ASTM F1336 FOR SIZES 4" AND 6" IN DIAMETER WITH MINMUM WALL THICKNESS PROPOSED PIPE + � � � � w z OF SDR 35. FITTINGS SHALL BE GASKET JOINT TYPE MEETING THE REQUIREMENTS OF ASTM D3212. ELASTO- SIZE&TYPE VARIES 144 CONT. ;..,,,;, STD.CLEANOUT COVER ¢ �- o ::'; ;: _ ?, WITH THREADED PLUG ERIC GASKETS SHALL CONFORM TO ASTM F477 OR ASTM F913. PVC MATERIAL SHALL HAVE A CELL a 8"Xe"WYE 1• :'•{ is11,4-•----•3 M PEG LOCATOR MECHANICAL JOINT 11.25°, 22 5° ;�'r=+'f t':t:: z BRANCH t • 4"MIN.CONC.ENCASEMENT ui CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D1784. z THE LENGTH OF PIPE TO BE RESTRAINED OR 450 BEND (SIZE VARIES) 'Y'' ;,,'r`': mi 3' 8"P.V.C.45 DEG.EL C] 3. BEDDING SHALL BE CLASS B, TYPE I MODIFIED. EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH TABLE FOR MECH. 4. TESTING: CONTRACTOR MUST TEST ALL WORK FOR FAULTY ALIGNMENT, DEFECTS, OR LEAKS. ANY SUCH 1ry,�t 'i�`,yt}'1}nfr} 8"P.V.C.STOPPER U DEVIATION OR OMISSION SHALL BE CORRECTED AT ONCE. ANY PIPE FOUND TO BE DF.F'ORMED AND/OR RESTRAINT DEVICE, SEE THIS SHEET ALL s"P.v.c.To SANITARY z JOINTS 20'MIN. EACH SIDE OF EXIST. SEWER ;E DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND REPLACED PIPE SHALL BE MECH. RESTRAINTED RESTRAINED JOINT 10'MINIMUM 10' MINIMUMCLEANOUT DETAIL Of WITH NEW PIPE AT NO ADDITIONAL COST TO THE OWNER. (TYP.)SIZE AS REQUIRE 5. ALL CLEANOUT CAPS INSTALLED IN PAVEMENT TO BE TRAFFIC RATED. NOTES: • PIPE 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED. SEE DETAIL W-44. R" WATER SPECIFICATIONS: 6" OF SEPARATION IS REQUIRED. SANITARY SEWER LINE OR DRAINAGE PIPE, Q 18" OF SEPARATION IS REQUIRED. IF THIS w O 1.- IS NOT POSSIBLE AND EXISTING UTILITY MAIN 1. INSTALL WATER PIPING WITH A MINIMUM 36" COVER IN PAVED AND UNPAVED AREAS. UNLESS OTHERWISE NOTED. IS C900, C905 OR D.I. PIPE, SEPARATION CAN a BE REDUCED TO 6". A FULL 20 FT. PIPE SHALL o w o 2. PVC 1120, SCHEDULE 40 AND SCHEDULE 80 PIPE: PIPE SHALL CONFORM TO ASTM D1785. PIPE SHALL BE MARKED BE CENTERED OVER EXISTING UTILITY MAIN cn a TO PROVIDE MAXIMUM JOINT SPACING FOR NSF-pw APPROVED. 18" OR 6" SEPARATIONS. A 3. PVC PIPING OF NOMINAL DIAMETER 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA F C900-LATEST, "STANDARD FOR PVC PRESSURE PIPE, 4 IN. THROUGH 12 IN. FOR WATER DISTRIBUTION." PIPE SHEETIN EXISTING CONFLICT DETAILS w �-� D•+12 (MIN.) SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND MINIMUM DIMENSION RATIO OF 25, AND D+18" (MAX.) GROUND SHEETIN EXISTING SHALL HAVE SAME D.D. AS DUCTILE IRON PIPE. �4 GROUND =1111 =IIII= � 4. HIGH DENSITY POLYETHYLENE PIPING 1/2" THROUGH 3" SHALL BE PE 3408 DR11 AND SHALL BE MARKED IN ACCORDANCE - IIII IIII DETECTABLE TAPE (SEE LU =IIII= D+12„ (MIN.) IIII- "PE PRESSURE PIPE AND TUBING, 1/2 INCH THROUGH 3 INCH FOR WATER SERVICE. NOTE BELOW) 0 IIII „ - - IIII DETECTABLE TAPE (SEE WITH AWWA C901-LATEST, � III III o =_ D+18 (MAX.) �-- NOTE BELOW) 1/2 THROUGH 3 PIPE SHALL BE COLORED BLUE FOR WATER AND GREEN FOR WASTEWATER AS REQUIRED. III III z IIII D IIII CAREFULLY COMPACTED 5. FITTINGS: FITTINGS SHALL MATCH THE TYPE OF PIPE FURNISHED, EXCEPT AS OTHERWISE SPECIFIED. SCHEDULE r z_ CAREFULLY COMPACTED IIII III SELECTED BACKFILL FREE 40 AND SCHEDULE 80 FITTING SHALL HAVE SOLVENT WELD JOINTS AND BE IN ACCORDANCE WITH ASTM D2672. III SELECTED BACKFILL FREE N ?= OF ORGANIC MATERIAL o OF ORGANIC MATERIAL co I IIII a FITTINGS ON 2 PVC PIPE MAY BE PVC WITH PUSH-ON BELL TYPE JOINT OR SOLVENT WELD, FITTINGS 3 OR =_ �„� Z va �,w I LARGER ON PUSH-ON JOINT PIPE INSTALLED UNDERGROUND SHALL BE M.J. DUCTILE IRON OR PVC WITH IIII IIII 1 / 4 D -4" MIN. w a r RESTRAINED PUSH-ON BELL TYPE JOINT, jj� Lu o V BELLPUSH- WITH A V -�0.50 D SHAPED BOTTOM HALF SECTION COMPACTED - - - _ _ - W z =o` .. 6. JOINTS. PVC PIPE SHALL HAVE INTEGRAL E ON TYPE JOINTS CONFORMING STM D3139. FOR PVC HALF SECTION SUITABLE UNDISTURBED IIII HALF SECTION m w m- x PIPE 2" OR SMALLER, SOLVENT WELD JOINTS SHALL BE USED. SOLVENT CEMENT USED FOR SOLVENT WELD SHEETED TRENCH SUIT FULL LENGTH RB BARREL UNSHEETED TRENCH MATERIAL UNSHEETED TRENCH W M u- a JOINTS SHALL COMPLY WITH ASTM D2564. THE JOINT SHALL BE MADE IN ACCORDANCE WITH D2855. THE JOINT SHALL CONFORM TO ASTM D2672. JOINTS FOR 2 1/2 AND LARGER PIPE SHALL BE INSTALLED IN ACCORDANCE Z 2� 0 WITH J.E.A. STANDARDS MANUAL SEC. 350.2.4 AS APPLICABLE. TYPE I TYPE II U) �,o w MECHANICAL JOINT CONNECTIONS BETWEEN D.I. PIPE OR FITTINGS AND HDPE PIPE OR FITTINGS SHAPED BOTTOM WITH COMPACTED GRANULAR BEDDING � �r z V) �" SHALL BE D.I. M.J. GLANDS CONFORMING TO AWWA C111 AND AWWA C153. MECHANICAL JOINTS SHALL BE FULLY TAMPED BACKFILL NOTE: O Z U RESTRAINED. 1. DETECTABLE MARKING TAPE IS REQUIRED FOR ALL UTILITIES INSTALLED Z w m 7. TESTING: LEAKAGE AND PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600, SECTION 4. INCLUDING WATER MAINS, WATER SERVICES, SEWER SERVICES AND FORCEMAINS WITHIN R.O.W. AND EASEMENTS. 8. DISINFECTION: DISINFECT ALL WATER PIPING AND FITTINGS ACCORDING TO APPLICABLE PROVISIONS OF THE 2. TAPE IS TO BE INSTALLED 18" TO 24" BELOW FINISHED GRADE AND \ / PROCEDURE ESTABLISHED IN AWWA STANDARD C651-92, "AWWA STANDARD FOR DISINFECTING WATER MAINS", 9" MIN. ABOVE UTILITY INSTALLED. 9. INSTALL WATTS,SERIES 009, 1" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (OR APPROVED EQUAL), BEDDING DETAILS ® z BACKFLOW PREVENTER MUST BE IN ACCORDANCE WITH AWWA STANDARD C511-LATEST, REDUCED-PRESSURE F- PRINCIPLE BACKFLOW PREVENTION ASSEMBLY". / \ 10. METER BOX TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID. a DRAWING r� D-2 10 OF 10 0 DATE: V) DECEMBER, 2002 uj PROJECT NO.: BW--WSDET1.DWG 08101 O z (PROJECT,B BEfIVCU UES WOODCRAFTS U!/"'UU YR S REVISIONS BY OWNER'S REVISIONS _- 150'--0" ~m 1 / / 3 JF F 30' 0" 20'._0„ - - -- - 25'-0„ 25'-0" 25' 0" 25'-0" - CH., FL ADDED THICKENED SLABS MAYPORT R0, 8t CHURCH RD. ATLANTIC B -_.___... .... . -. --._-._-- _.. .___ _...._ ... _... ..___ __.._ ...---_. -----.-_.__ --•_-- CLIENT: E. VAUGHAN' RIVERS, INC. ARCHITECT: 'THOR HEINRICHS ARCHITECT 2 J.F. 0„t 20, 8„ 1882 BELLAIR BLVD. 1414 KINGSLEY AVE., STE. 3 � 7/30/4 1 5 6 ORANGE PARK, FL. 32073 ORANGE PARK, FL. 32073 W I I SILL h TEL.: 904-264--0123 4-9500 _FAX: 904-215-9905 6 = THESE DRA'MUGS, SHALL BE REVIEWED BY THE CL!ENT AP{DTHOR U'SE: ;HALL CONFIRM THSF• THESE DO(:l1MEN15 ;NCLUGING 13 M C1 A NA A2Q1 IENERAL CraF![(iIONS REPkESEPtTS TFIE ENTIFE ANQ !NTEGRAIEU ACkfF'MF;.NT F3EflYFEF! TFJ.)R }iFl!tR!CH'i AFz(:t1i1EC7” _ _.__ .__ _ .. ...... ........___ __._-.. . -__-.. .--- -•_- -.__ __._..-__ _..,____ .. ____. _. .-- .-_. ... _._.___ ._.-....__- _ _....._ AND THf. CLIENT REF-ERREQ TQ AS "1HE OWNER" IN AIA TXJ(:UMEFlTA'01 GENERAL COEIpIP,GNSOF' -liar: CONTRAl;T . CF1FN �\ THE CLIEtlT AlID HE CONTRACTOR ARE tHE $AME IN SUCH CASES ARF, AE'PLICABLE TO THE REFERENCES 4F C01H FHE _ 'OWNER' AND THE "COFITRACTOR' IN AIA DOCUMENT A201 rENERAL CONOlTiONS OF THE OC,CUMENT_ NO CONTRACT _ / ADMIN!SFRATIOH BY THE ARCHFTECT IS TO BE PROVID-0 `IF17H THESE OCCUMENTS UNLESS SPECIFICALLY PRf.NIVrU Be fi __ ri.. _.-- _-_ _ — _ /�_ _ -- _ __ — y 1 _� — — _ _ \_ — _ ___ W — __ _ __ / SEPARATE 'WRITTEN CONTRACTUAL AGREEMENT, ALTH"JCH THE 1.SE OF THESEDOCUMENTS MAY BE FIR THE BENFFTT OF OTHER PARTIES BY SEPARATE CONTRACTS WITH THE ARCHIFFm,r) CLIENT on PETWEEN PARTIES NOT KNOWN EtRV TLY BY ^' THE ARCHITECT. SUCH AREEMENTS SHALL NOT BE CONSTREIED TC CREATE. A CONTRACUAL REALAT"SHIP c'E ANY YiHu BETWEEN THE ARCHITECT MID SUCH. THIRD PARTIES (CONTRACTORS, OWNERS, IENEANTS, ETC.).THESE DOCVNiENTy HAVE n BEEF! PRODUICEO AFib INTE+4DEO.TO BE OF SUFFICIENT DETAIL FUR PERMITTING, ONLY, THE GENERAL GENERIC FEpI+E'EIIT- TAMONS ARE INTENDED TO ALLOW THE CUENT THE FLE;IIISILRY TO SELECT EQUIPMENT, FIPUSHES, FURWSHINQ11, ETI';. 'IO DO I� i / \ \ / / \ r \ /I ( q I _ CONTROL COSTS AFlQ ALLOW COMPETITIVE SYSTEMS AND PRIOINe, ANY' )ACK Or SPECIFICITY MJD CONSTRUCTION T:ETAJLS r-.— \ d $HALL NOT BE CONSTRUED AS AN INCOMPLETE OBLIGATION ON THE. PART OF THE: ARCHITECT OR, RELFAVING THE OWNER/ C014TRACTOR/OR OTHER USER FROM PERFORMING OR COMPLETING THE WORK IN TOTAL COMPLIANCE WITH THC GQVE.PNINO I #7 HAIRPINw/ I I COPES AND PRACTICES, ADDITIONAL DOCVMENTS MAY BE FURNISHED NY SEPARATE WRITTEN CONTRCACTUAL A,REEMENT. q I i I 8'-'0" LEG (TYP.) I 6) THE AGREEMENT SHALL BE LIMITED TO THE WORK DIREGILY UNDER THE,ARCHITECT'S CONTROL (SPECIFICAI.LY THE PROOUC'11ON AND THE EXTENT OF THE SCOPE OF THE PRODUCTION OF THESE; DOCUMEFFTS (NtLY). THE ARCHITECT `HALL i I I NOT BE RESPONSIBLE,FOR THE IMPLEMENTATION BT' OTHERS OF THE WORK DEPICTED BY THESE DOG-UMENTS QF( THE USE: OF THESE DOCUMENTS BY OTHERS, THE USER OF THESE DOCUMENTS SHALL BEAR THE RESPON5IBILTY OF OBTAINING ° I I I J AOGITIOFIPL AI{Q MQflE SPECIFIC DETAILS AND/6R ENCINEERIN, WHICH MAY BE DESIRED. b I I I #5 BENT DOWELS 0 4$ O C MAX _._...___ __ FPR (I( (� (�/� v - _. .__.- - --- -- - - -- -- & AT- or N RS J. ._ _ ---� �a�1ECT WFOIOM TA ON ° The following is an analysis of applicable sections of the FLORIDA BUILDING CODE 2001 (2002 AMENDMENT) CONTROL o I . I I JOINT (TYP.) I Occupancy Classification; GROUP F- FACTORY INDUSTRIAL -T- --- Type of Construction: V - UNPROTECTED, UNSPRINKLED I I CD ALLOWABLE AREA CALCULATION (See Table 500) with area modification allowedby Section 503.2 .._.-___..- n III I OCCUPANCY ALLOWABLE AREA (sq. ft.) PROJECT AREA (sq, ft.) -_----- b F- FACTORY/INDUST. 15,000 15,000 - O I I I I (See 503,3,1 area percentage increase allowed) _.._.__ _. �.._..__ .. __ ... _..___. I TABLE 500 MAXIMUM HEIGHT OF BUILDING AND BUILDING AREAS -..._._ .. _..--__- ..._ .....-------- - - -- -. _.._._..__ . . ._ .... ._....__ .__.._ --- --- - ----- -- --- - - --- -- _ - - -- - ._. .. - --- --__. ---.. - - __ .......__ - - - -- - - - -- ....- -- - -- - i I r I I 1 i ----mac � _ L].F a I ( I I TYPE OF CONSTRUCTION V UNPROTECTED, UNSPRINKLED -� � MAXIMUM HEIGHT IN FEET 55 -- - . CD I I ! I PROJECT HEIGHT IN FEET 26.5 _ -mm!�-- CONIC. SLAB (300 P.S.I.) wl 6x6x I OCCUPANCY F - FACTO RY/INDUSTRIAL_ - I I 10/10 WWM ON 6 MIL. VISUUEEN I I I VAPCR BARRIER ON 98 MODIFIED PROCT R I b Max. # of stories TWO I Project � of stories TWO �-- -_ I I I COMPACTED FILL, 'ERMITE TREATED I I �- %t Area Allowed: one story 15,000 S.F. ❑ CD I I ( I 1 PROJECT AREA Total Bldg,- 15,000 S.F.; Project Area- 11,700 S.F. d vi o ( I ( +W A REQUIREMENTS BASED ON TYPES OF CONSTRUCTION: THICKENED I I I Every building shall be classified by the building official into one of the types _ L,q6 C I of construction set fourth in table 500. 0 �_ _. I_. .L_ .-------.-----_-_--- --.-_-_-__ _.-- -- _-. TABLE 600 FIRE RESISTIVE REQUIREMENTS: U. OPENINGS ALLOWED BUILDING ELEMENT FIRE RESISTANCE � OF I I Exterior BearingWalls NC NL ALL SIDES n �-- - - - __.- - - - - _._. - - - - - -- - - _.- - - _ 1 I I Exterior Nonbearing Walls NG Interior Bearin Walla 0 Structura rame I J I I Pa-rtit ons)-FPermanent 0 - ° I I I B I I I Floors—Ceilin s Floors 0 I I I I I 0 Roofs-Ceilin s Roofs 0 _ I I I I I a _ ( I _Vy NA-Not Applicable -- I I I D I I I NL= No Limits. - NC= Non-Combustible NOTE: SEE TABLE 600 & REFERENCE NOTES FOR COMPLANCE. - _- ___.._ .... ..__ __...- - ---� -J------_._ . ......._----�..._ ..__ _- ---.-------------- - ......_. --- ___ __ __..-•- ----- ------ - ------ ----. _. .__... __. _ ......._ ---._..._ ---- -- --___..___ _._.... ... .. -___. - --- -- _.. . -- - - --- ...-- ---._._ . ._.. ._. . ._.._. _. . ._ _.. _. -- - _.-- ------- - .t E SECT. 1003 PROJECT SPACE OCCUPANT LOAD 150 PERSONS AND MEANS OF I Ln EGRESS CAPACITY. ( ) r I q I I J I I I I I I Refer to Table 1003.1. SHALL BE (1) PERSON PER 100 GROSS S.F. AML 19=9 _.I I EXIT REQUIREMENTS GROUP F PER TABLE 1004 TRAVEL DISTANCE, DEAD-END r- - - - - -1 I i LENGTH , EXIT & MEANS OF EGRESS WIDTH Z - I I I _ , --- J I I I �j SECT, 1004 EXIT WIDTH: - E 10 10 21 —10 1 N I ---_L...._____._._._..___.__._.L:+r....._.......... .............. ... ._...---......__..-.._....-._.- �..___....__.._.. __.L. .I = I I I The total width of exits in inches shall not be"less than the total occupancy _ Q ..... I © I I load served by an exit multiplied by 0.2 or 32 whichever is greater: Such I \ / I J \ I I / \ / \ r \ r \ I widths of exits shall be divided approximate) equally among the separate exits. Y q Y 9 p I / I I \ / III \ I I ! \ r \ / \ / \I The exit width required shall be maintained. W SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NEPA 101 LIFE SAFETY CODE, _ /L _ _ � � � � � _ � � � � _ _ ALS - � _ _ \ \ 1 / �. � r-. ____ ._. �. \ �.,� �._ Y ..__ � __ � _..- _ __ -_ � � -._ � �- __ _.� _-_ _._. � /� - _.-. �. __ _- -_._. __ � .._. - _.. � ,.\ _.i. ._.. _.--. _._ __._ - ._-_ - - .-- - ._-- r. � \ FLORIDA ACCESSIBILITY CODE, FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION _ CODE & A.D.A COMPLIANT. THIS BUILDING HAS BEEN DESIGNED TO BE 1007 - �- -_._- -- --.__ COMPLIANT WITH HANDICAP PROVISIONS IN ACCORDANCE WITH CHAPT, 11, FBC. .,,- 1]. ' .....�. _._ _...--._ A ALL FINISH HARDWARE TO BE A.D.A COMPLIANT. THIS SPACE IS DESIGNED TO BE 1007 COMPLIANT WITH THE HANDICAP .a 12'-8" 4'-Cr 4'-811 - 4" ' 4" 18'--O" 52'- 0" 18'-0" 6,-0., PROVISIONS IN ACCORDANCE WITH CHAPTER 11, F.B.C. SILL- WINp. SILL SILL SILL LIFE SAFETY SYSTEM - M- _#5 BENT DOWEL FOUNDATION I L.f�'11 V � _ EMERGENCY LIGHTS: YES GENERAL NOTES & STRUCTURAL REQUIREMENTS @ 48 0.C. 0 1 /8„ _ � , Q„ EXIT SIGNS: YES t. SOIL BEARING (DESIGN MIN, 2000 P.S.F. VERIFY w/ 7. ALL, MORTAR A.S,T.M.-- 0-120 TYPE S & ASTM C270, J CMU (SEE PLAN) ) - PANIC HARDWARE: NO W SOIL REPORT, IF ANY SUSPECT OR OTHER CONDITIONS B. ALL HORIZ. JOINT REINF.- STEELWIRE-- A,S,T.M.••-• A-82 CONC. SLAB RATED METAL WOOD FRAME ARE ENCOUNTERED, NOTIFY ENGINEER. SOIL BEARING w/ MIN. 9 GA, DEFORMED RODS & CROSS WIRE. MILL, GALV. FIRE ALARM, SMOKE DETECTION SYSTEMS: OWNER OPTION WITH WWM �) CAPACITY WILL BE VERIFIED a TIME OF EXCAVATION. -. JI 314" RECESS FRAME WALL- BRG. WALL 9. ALL GROUT SHALL HAVE MIN. 3000 P.S.I. STRENGTH & CONFORM PROVIDE MIN, OF ONE (1) 2A-10BC FIRE U -- AT CMU 2. CONCRETE DESIGN PER A.C.I. 318 (LATEST EDITION) TO ASTM, 0476, EXTINGUISHER WITHIN TEN FEET OF THE EXIT, & CONSTRUCTION PER A C,I, 301 (LATEST EDITION), COMPLY WITH NFPA 10. � �- II CONCRETE FIGS. & SLABS ON GRADE F'C= 3000 EL.= 0.00' ,S.I.; ALL OTHER CONCRETE F'C = AS NOTED, 10. ALL WORK SHALL CONFORM TO & COMPLY w/ ALL APPLICABLE ---- - - L Al-I5" CONC. 5" C0NC. CONTRACTOR SHALL TAKE CARE TO PROPERLY CURE' FEDERAL, STATE, & LOCAL CODES, LAWS, ORDINANCES, RULES, n -- W --^r-_T SLAB SLAB THE SLAB TO AVOID UNDUE SHRINKAGE CRACK; WHERE & REGULATIONS. DESIGN LOADS - _., . I i APPLICABLE, PROVIDE ADDITIONAL CONTROL JOINTS - - ��I - SOIL BEARING; 2000 P.S.F. ASSUMED 4--#6'S TOP & BOT. .4 ° _ c a ((SMALLER INTERVAL SPACING) FOR INCREASED CONTROL 11. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, fr SHALL w 4 0 a F THESES CRACKS. APPLY FOR ALL LIKE: & SIMILAR CONDITIONS EVEN THOUGH 6 PJ{IL. i (� w/ #3 TIES CID 12 � ROOF LIVE LOAD: 20 P,S.F. NOT SPECIFICALLY MARKED OR NOTED ON DWGS. C V B i I� O C 2- #5"i �a � �! � MIL_, V.B. 2-#5S _ £-- -� �6 MIL. V-8. 3. REINFORCEMENT SHALL BE: 17_, DESIGN LIVE LOADS: BASIC WIND SPEED: 120 M.P.H„ EXPOSURE B, IMPORTANCE FACTOR 1,0 1 1 I li GRADE 60, ASTM A615; WELDED WIRE MESH A.S,T.M. A-185 MIN. 30U0 P.S.I. CONT. CONT. ... ( s f CONC. FTG. A. FLOOR (LIVE LOADS PLUS PARTITION)---------50 P.S.F. - T_ _ _ .. . .__ ___... _ 0- CONIC,. FTG. CONIC. FTG- A. UNLESS OTHERWISE SHOWN ON DRAWINGS, MIN. 0- MIN, o - - I I � ADDITIONAL SLAB REINFORCEMENT MAY BE REQUIRED FOR �a }- - -16 - - - - (MIN. 3000 1.0�_.. - P.S.I,) 1 HIGHER LOADING CONDITIONS. p �l ' � I MIN. . 000 (,OVER FOR REINFORCING SHALL BE AS FOLLOWS: � •:::=_,-�:_::_:=- S .) DRAWDNJ " �NDCuzX - FOOTING ---__-------____-____-_3- 7 _.._. --- ---- II B. ROOF & CANOPIES--------------------20 P.S.F. -_ _ _•_______ _ _-_____._.____ _ __ _-._ _....�._.-.________..._ _. __--_._ DETAI L -�, TIE BEAMSEIN & BEAMS (OVER A I PROJECT SUMMARY & FOONDAT ION PLAN MAIN REINFORCING ) _-_-.____-__--_ , .__. --- C. WIND LOAD -_�___..-._.______�..-___120 M.P.M. (ASCE 7-98) _ ,� '_ _ ��_ -W��. _.�------ fe SLAB ON GRADE ------CENTERED AZ F(_�UR PLANS ta�eJaWN 2-1-1R. RATED MTL, 3/4 1 Q3/4" �� - , J. ' I -,'rUD `�E:F'ARA'I'I(JN - 1 0 �� IN ACCORDINANCE w/ REQUIREMENTS OF FLORIDA A3 ROOF F LAN & SECTIONS ION � ___._-._..__. rj WALL FROM FUTURE U. ALL REINFORCING SHALL P HELD SECURELY T POSITION BLDG. CODE 2001 & THE PROVISIONS SPECIFIED UNDER � CHECKEE) .. ....... .... ._... ._........._. ..._... .._.._ . . w/ ACCESSORIES DURING PLACING OF CONCRETE. VERTICAL - A4 ELEVATIONS _, TE:NAN'T ,PACE - WOOL) FRAME BRG. REINF. IN MASONRY CORES SHALL BE INSTALLED IN 4'-0" CHAPT. 16, SECT, 1 606 WIND LOADS, ALL STRUCTURAL �, -r r._.__ WALL_ INSIDE WOOD- MAX. LIFTS & 48 DIAMETER LAP. MEMBERS, CLADDING, FASTENERS, & SYSTEMS PROVIDING FOR " � IY1 0 � CRAFIS OFF', SPACE THE STRUCTURAL INTEGRITY OF THE BLDG. SHALL WITHSTAND r• / C. SPLICES IN REINFORCING, WHERE PERMITTED, THE: MIN, PRESSURES SETT FORTH FOR BASIC WIND VELOCITY ��,_ f � l).7 `!1/�•" _- ) ' -_-O' :5- CON(. SHALT. E3E A5 FOLL.OWS: OF 120 M.P.H. (ASCE 7-98). _._--...__.._-.- _._._..._--,� =�L.�`_....�__.__....__ _. ��H WELDED WIRE FABRIC 6" PIANS & DOCUMENTS IN COMPLIANCE w FLORIDA BL.D(�. r� ?_,_.._..-__..._....-.,-_._._.__.._.__...._._ ... ... ..1-- -- _ -.. _:.. _ �.. _ TEMPERATURE REINF. -12 CODE 2001, NFPA 101, & ANSI SPEC. 17.1, SEC. 3 &. 4, = 1 ALL OTHER - -30 BAR DIA. FED ADA STANDARDS, (28 CFR PART 36). __ 4. BOND BEAMS SHALL FUNCTION AS LINTELS & SHALL BE 13. CONTRACTOR SHALL MAINTAIN CONCRETE TESr REPORTS 0 d--#Li' , E Tl -`:--:-+� 6 MIL_. V.B. 'THE JOB SITE FOR INSPECTION. CONTINUOUS ABOVE ALL MASONRY WALLS,PIERS, PILASTERS, COi\1.1•. ETC. REINFORCED AS INDIcrATED. _.-.- 14. CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR oa-rAINING __a,__ ! `.,CONC . FTG- ,i. HIGH TENSILE BOLTS SHALL BE PER AS.T.M. A325 & SOILS REPORTS OF SUBSURFACE: CONDITIONS AND ENGINEERING fa !, r�iirl. 3000 ANCHORS SHALL- BE PER A.S,T.M, A307. RECOMMENDATIONS & VERIFICATION OF SUBGRADE STRUCTURAL '`' ••`: i E L)L' ( 1J1(,Ii't' DESIGNS. I,I 6 (" 6. ALL CONIC. MASONRY SHALL BE HOLLOW LOAD BRIG. UNITS r 4 �y A .1 L». A.S.T.M.- 90 w/ A MIN. DENSITY OF 120 LBS. PER CU. FT. Am - AND MIN. 2000 P.S.I. COMPRESSIVE STRENGTH, Fm= 1350 _ --_`7/` .,_ 1•'A (, --.--- _ P.S.I., SPECIAL INSPECTION REQUIRED PER ACI 531, 0 �3- SECTION 10.1.5. G1,� f REVISIONS N . By DnnnnR SCHEDULE � FIRE F . Y / / 3U'---(fir' -20'- O". .. .. -- 2`�'--C)":- .. ._. ._. _.. _._._._. '- ,-� �� " (HARDWARE A.D.A. COMPLIANT -- 25 a 25 Q 0 REVISED PL. do 2ND' FL.. �- _ _.__._.. -......_ _._..-- -- • - _�� ----`-4. _..-- - - --------- _.- _.__ _._. ._.._...- ... -.._. _ _.. -•--..�_ ___.-• ----- __-_-- _............ ..._._ -._. _ �._ ...._.•_ ___ __ --_ � PER CONTRACTOR 1 (2) 4 g NO. DESCRIPTION _.._ 7/30/03J F. A I I A3 M.0. _._.. ------.-•--_,-----._-.____.-.._._.._.._. ....._.___. . 1 PR. 3'•-Y x7'-0"x11 3/4" ALUM. STOREFRONT DR. & FRM„ PIVOT HIINGES,L/�`i PUSH/PULL, SERS, B OP & BOT. LEFT PULL, MORTISE CLOS FLUSH BOLTS T Q LOCK (THUMBLAT(CH INSIDE) RT. PULL, DOOR SWEEP 0 BOT., LOW- - _ ` - - _ - THRESHOLD, WEATHERSTRIPPING. _ A PROFILE _.. .. , - ___-__., ___.__.._. ____,_.__..._____-.._ __...__ _....----------- _. 1 3 �X , 8"x 1 3/78" FHC PAINT GRADE WD., PREHUNG FRM., BUTT HINGES, OFFICE LOCKSET w/ LEVER HANDLES. A2 3 3'-6"x6'•-8"x 1 3/78" FMC PAINT GRADE WD., PREHUNG FIRM., BUTT HINGES, PRIVACYLOCKSETr w/ LEVER HANDLES, CLOSER. -- - ---- -- -- -. - PROVIDE FIRE SUPPRESSION a - -_ . .._ ---- ..-.._..._.-.._--------__...__.-__._-----.________._.-.___..___..._----___,._____..___._-__...... _--_-- ----. t I SYSTEM FOR COAT BOOTH, ALL SHOP EQUIPMENT TO I ° MIXING ROOM, & PAINT BOOTHS BE_FURNISHED BY OTHERS �, 3 T.0x6 8x1 3//d' FHC PAINT GRADE WD., PREHUNG ERM., BUTT HINGES, PER FIRE DEPARTMENT- SEE PASSAGE LATCHSIET w/ LEVER HANDLES, j I ELECTRICAL PLANS -�� _ _�__ 5 PR. 3'-0'x6'- 8"x11 3/$" FHC PAINT GRADE FRENCH DR'S., FULL LT., BUTT -- -° Y� HINGES, ROLLER LATCHES 0 DOOR HEAD, DUMMY LEVER HANDLES, CWJ S'VrR);L - - . ..- _........_......... . _ ..._.--_...._...._.__..-- .J --- - I 6 2'-6"x6'-8"x1 3/e8" FMC PAINT GRADE WD., BUTT HINGES, PASSAGE W. - - --=- ROOM FINISH SCHEDULE JI I LATCHSEf w/ LEVER HANDLES. ------- I ST 1ST FLOOR i137 3'--0"x6'-8"x1 3/18" FSC PAINT GRADE WD., PREHUNG FRM., BUTT HINGES, - I I FLOOR COVERING: CARPET w/ VINYL I ----. --..-.--- I - o BASE- OFFS., CONE./CLOS., RECPTN., I OFFICE LOCKSET w/ LEVER HANDLES. p _- - - o I -1 p SHOP ADMIN. OFF. I i' ._ i 8 3'-0"x6'-8"x 1 3/�8" FSC PAINT GRADE WD. PREHUNG FIRM. BUTT HINGES, _. o x n VINYL TILE w/ VINYL BASE- R.R'S., EQUIP., 1 1/2"I 7 ca 0BREAK RM. I 1 i PASSAGE LATCHSIET w LEVER HANDLES. _----. --- - _.__ a I •" 0 3'-0"x6'_8"x1 V4" FLUSH H.M. DOOR & FRM., BUTT HINGES, EXTERIOR {� :_I�IIA I_.__.�\Irk_f�. SEALED CONC. FL.- SHOP AREA t/z»I W.C. D.F. U I I LOCKSET w/ LEVER HANDLES, LOW PROFILE THRESHOLD, DOOR SWEEP -- n CEILING: PAINTED GYP, BD.- ALL i .V �1 i o ® BOTTOM, WEATf HERSTRIPPING. O ROOMS EXCEPT SHOP AREA '' I -_- _. _..._.----------•--_.____----_._.___._,_ _._---._._.._.._...______- __.__._._..__.._._._ __..._.__._ �i SERV. C.Q • 2" ---._.__.._..-_.- _._._...__ _ __ 0 EXPOSED PURLINS- SHOP AREA . SINK I o LAV I w.C. - o WALLS: PAINTED GYP, BD.- ALL ROOMS 2" LAV -- _ EXCEPT SHOP AREA 4" 4" W.C. UNFINISHED'CMU/EXPOSED GIRTS� FIRE~ CAULK (TYP.) (MIN.' 1/4" z _ SHOP AREA /4 . BEAD)- FILL MIN. VOIDS n COMPLETELY (ALT.; FIRE TAPE O p 2ND FLOOR ALT.: TO FIRE CAULK: FIRE TAPE FLOOR COVERING: UNFINISHED PLYWDI-- 4' PAPER TAPE EMBEDDED IN. JOINT0. Q ATTIC SPACE C.O. COVERED w/ LAYER OF COMPOUND CONT. -0 JOINTS - CARPET-- MEZZANINE _ O / EDGES FEATHERED OUT M L ROOFING r SAN . RISER DIAGRAM T . o = - o A o I MTL. ROOFING _ CEILING: UNFINISHED GYP, BD.-- ATTIC SPACE SEE SITE PLAN NO SCALE I LDG. INSUL. FOR CONTINUATION N a -- PAINTED GYP. BD.- MEZZANINE c*I r _...__._•__:_ --___..__=: _ - 0 WALLS: UNPAINTED GYP. BD.- ATTIC SPACE BEYONDGYP. - ; Q LT, GA. MTL. PURLIN USP pp"Tw/ FRM'G, ANGLE WRAP w/ 5/8" TYPE _ _ '.� _____-. -GRID PANITED GYP. 8D.- MEZZANINE B X' FIRE-RATED GYP. CONT. WL. A3 BOARD STUD BLK'G. I _ -' -- MTL. STUD OD / 4LKOt' D I FRM- BLK GI. SCREWED TO d a : Ei�).4;IN `. `.>> O PURLINS 2 -HR. RATED WALL __ . -- •- _ _ :;'.-'� CABINETS BY OTHE ! __-• _ -- _ __-- - MASONRY ANCHOR FROM BENT _ N (;`,SNI SERV. lFf_./OK #2 ROD C� 24"t O.C. VERT. - VERT. #5 IN GROIT- LE T_ (^)I- FT ---- r' SINK 8'-1 1" CLC. 8'-11" CLG, r _ TACK WELD TO COL. FLANGE FILLED CELL ® 48„ Ca t� � 8'-11 CLG. - X I IN I_C�, ® O.C. MAX. & AT p 2•--HR. PARTITION- mm cv -. _� CORNERS � -- - 2-LAYERS 5/8 TYPE "X' FIRE — _ - _._._ 1.7'-5_..._�_l4„ ..__- _5'-1” •'-_7 .. 5.'.-1_Q._ . ..5�-.1.Q�_.. _ 1/4�r AD�1 REINF. SPACING -RATED GYP. BD. ON EA, SIDE 2x4„FRM G. 16" _ ^ s t/2" TO FALL WITHIN EACH 3 5/8" (25 GA.) MTL. FRM'G. 4 COL. ANCHOR LOCATION 24" O.C, MAX. W/ 3 1/2" INSUL. T A3 O D F BETWEEN- UL #U419 0.C. •J _ n - -- - BCLG," n F_Ucn - --� - - _ _ _ _F?..f _ /, �� L� °'' LJ M TENAN T NA T VACANT T NAN - 7'-W! CLG. a RUN _-- - D TA L - r ='..a BASE BY OTHERS - ¢ 1 -a. O o z 3 5/8" MTL. P ) - I OD I-D fE��F'f 'N. A ®i' 0 CEC}. ADMIN °' �co1C. SLAB s iF. ��11" c c. I_CIBk ''�! OFF Q � II 8'-1 1" CLG. � ,� RATED P A ' T% A RATED P A T'N. 1z _ LL' _ 0 ,r 11'-1 1 4 # D D D DEWE I °0 4' '- �`� --- ... 18 X 12 T 18 X 1 2 NO SCALE A2 NO SCALE A� — �"�'r �, O.H. � DOORO.H. 9 0DOOR 1 40x34 9 r•: --. -----_____ � a_ .- - - ._- ___._.--.-.T.._---.___._-,�. -___ -_ .... _�._ •r C A I - Abp , �j FUTURE - AL_ LEASE A3 A3 LEASE: SPACE -4" X24" _._ 18'--Drr 52,—arr 18,_Drr 8,_0„ I M.O. M. M-o. M.o. M.O. ; o 30 _001 20,-0" FLOOR PLAN 1 - _ -- ---- --- --— --- - - 1 /8" = 1 , O» -- e¢ I �� pGQ Q�O`Q`V. EWE m PG '. �� -7_-2 I ,.�� _ �. W I CLEAR I 3" UP TO 2ND FL. -. T- 1 FOR RESTROOM _ -- �/ -_ - -- 1 1/2"v.\ r - -- - _ ---2.-HR. RATED WALL _w ...- 77 _ 3r,VTR w/ 3" - C/ W. do 36' S4' METAL FRAME o I r` r 1� N,DN. TO 1 ST i r FLOOR ACRYLIC DROP-IN RW, Min.- - _.. Min. .... IRROR / - P I SELF-RIMMMING I i r EACH LAV t r r / -__..._ . 'I _..�� MI -�r 1z _.. 4T . .. -__._� j I_INf INi �l IE:-L,� -,1 1/2"V, FROM TTIQ I" MIN. N n. Ma Nrn. raMt P� .._ -__.,_.__.... 1ST FLOOR - �� _. _ __ - - —- ANT# - _ _ - ►� 1" `` 4GL DLLI " r I (a�SRs�sli_Height And Knee Clearance L r FE S AFE T I PLAN __....:: Q l_ L - - _ __._. L . Q 1 ina NO SCALE Ili v U == D.F. -'k-_ p _ - �[� -- - 30 LLI� 4" -LAY .. I WOODCRAFTS SPACE HUS p w C__... Back Wali Side Wall ren. Ta q►7ranu --: - �� } 3"VTR Km" - � i i (2) EXITS REQUIRED; E(3) EXITS PROVIDED I - - --- - ( MAX. TRAVEL DISTANCE ALLOWED= 200 FT. © `� WALL FINISHED THIS SIDE -� � � I Grab Bars 9 water Closets I1in': i i U u� ` - - _ -- - - - - I /8' 1 , - MAX. DEAD-END CORRIDOR 5 FT. __._. Lavatopr Clearance MIN• EXIT WIDTH= 32 IN.; 4x32 IN-•- 128 IN. r 42 HIGH WALT_ Il — _ I i - - ,• _' � -... 60"_-min.. ._. FUTURE LEASE SPACE 4 " ' C.W. V' DRAWN tg ... 42" .sQ min,_. - (2) EXITS REQUIRED; (2) EXITS PROVIDED �o _ - MAX. TRAVEL DISTANCE ALLOWED- 200 FT. J.F. O min. w _._ 3U min. _ Ep © 1 m',n.� NO DEAD- END CORRIDORS CHECK _I , =' - 5 a I"""""r �` Glsar Floor ace Q �?rin�SLn�t Fauntai MIN, EXIT WIDTH= 32 IN,; 2x32 IN.= 64 IN. 'n ORN Tei` T.H. LOBBY�Bf LOW LI c c 1 1 I i - -, - r - DATE _ ' rf i E ilea -J i i - jf / r _. , i 6/�0/03 2" AS NUTS �° - PLUMB Z N PLAN 4H" min- 4r3 min. 3d" mm SHEE7 NO. FIXED WIND. _ r 777 - Floor• Space at.Water GjoltW t tear�aagg_ 9 Layatvry _ -____---- S E C O N D F L 0� PLAN, �-� CONTRACTOR SHALL PROVIDE & INSTALL �^- -R�-�'��r�tqL`�2 -RIG 1 8 = 1 '—U (OVER 1 ST FL, PRESSURE REDUCING VALVE w/ INTEGRAL fr ro 1,� � q`J�,,'..t; �� .-vTi f1 1 wnr•:=a 6 r •;u', l fr.'f I u f';r OFFICE AREA) _ BYPASS CHECK VALVE FOR THERMAL EXPANSION CONTROLIti'.r ' • k rR Erl h .f.f rr , JI All .! 2 ..M Af i' I (. fl rcj } 4 I, ]P''.( J ', r" Ir f ) I) f 1 l+l r; r1 ri 11 C CF 1 I[N t•I l�.f F r4( F l) '.i 1' s 71 ny Hr i rrr n r r 6' ✓/ } `il' Laffr' rl J..i II r ,.1 •. � I' � E-., J� .. +rrt t7r iirr.,.. t wn,nrr:..' j rn,,r, li.!It - ,,.tri..',' rl��;_} Q:=' F I.� REVISIONS BY Am REVISED CMU J.F. . .. ..v._...---- 73 .__. 8" MTL. BDLG. GUTTER I a Q MTL, BLDG. MTL. BLDG. MTL, GABEL. TRIM STANDING SEAM 12 MTL. BLDG. STANDING :- -� -= r( ^� F ( 12 MTL. BLDG. STANDING Roos PANELS F 1 ,R 1) I UL,I ) SEAM ROOF PNL'S. --_ T--.. �- --- - _-: � MTL. BLDG. � 1 SEAM ROOF PNL'S. GABELANGLE EL.= 22'_0,. S_) (., (r-.) ) .. i EL. 22'--0„ I !,.L-V -19 ROOI MTL. BLD'G'." . . - 8GUTTER MTL. BLDG,R19i SOL. MTL. BLD' FRAMIN --- MTL. BLD'GUTTER IN UL.STRUT EAVE STRUT 0F 17 + , I I f l 6" MTL. BD G. GUTTER R 1 1 WALL N UL.SLOPED 5/8, GYP. BD. —INSUL.w/ SUSP D. ..... ;_ R Q 0 F PLAN GRID— MAIN RUNNERS -= ._-..: -T^- -- - 1 /3211 1 , O ® 4�" O.C. w/ CROSS 6. x6MTL.MEMBERS ® 24" O.C. SLOPEDw 8„ GYP. BD. BLD'G. D.S.SUSP D. FROM PURLINS MTL. LD'G.(1 :12) SUSPD. FRA NABOVE (OFF. AREA ONLY) GRID- MAIN RUNNERS „ - �G•• -- MT '. BLD G. ( LT: 1 1 2' COLD ROLLED II �: A / „ - 48” O.C. w/ CROSS ; I F; AMIN �` CHANL'S ® 48 I O.C. w/ _ MEMBERS ® 24" U.C. MTL. BLDG.FURG CHANL'S 0 24Q.C. SUSP'D. FROM PURLINS (1/ SIDE PANELS D. FROM PURLINS) ABOVE ---- • — .- (ALT' 1 1/2" COLD ROLLED --- __ CHANL'S ® 48" O.C. w/ R 11 WALL I II I';. FUR'G CHANL'S 0 24" O.C. 111 I R 1 1 WALL Y_ . . A_, - (� _- I` II I INSUL. _ SUSP D. FROM PURLINS) INSUL. 1 1 -CRS. GROUT-FILLED CONC. C - 1/2 GYP. BD. ON SMOOTH FACE ASHLAR ON 8" P.T. 2x2 FUR'G 0 24 ) GROUT-FILLED CONC. SPLIT O.C. w/ 3/4" RIGID i FACE BLK. w/ CUT WEBS - -- ` II INSUL. BTWN. (0 OFFICE 1 II 1 ( FOR 2-#5'S ON CAVITY CAP II AREA ONLY II MTL BLDG, CH N GIRT f5 w/ 1/2"0 A.B'S. EL. 14'- 11 1/4" 5/g' GYP; BD — III 48' O.C. q C� II �- 6"x6" MTL. II = II 'i _... -..........___._ _ 11 BLD G, D.S. it I "` A ZEE' GIRT — C 4 Q i II MTL. BLDG. 1 }+ I IIIIIIII y'' II IIIiItII I; -> SIDE PANELS I 41 - ( PAINTED 2x6 ..- _ I`I�1/.c2." G YP. B D. EZE ON P.T. 2x2FINISHED WOO A CAP (TYP.) FUR G. _ " 11/ � -- - I ---•— RAILING II II ; l) - „ O 3' g"_ II C.; III w 1/2" GYR. BD.,I ON 1 -CRS. GROUT--FILLED CONC. P.T. 2x2 FUR'01 0 24 SMOOTH FACE ASHLAR ON O.C. w/ /4" RIGID 8" GROUT-FILLED CONC. I II I II C`' INSUL. B WN. l PRECAST PRE-ENG. LINTEL /4" T. & G. 1 II lC.� iI lli � w/ 2-#5,S LYwb. - ��` 3/4" T, & G. PLWD. 1 II I EL. 10'-1 1 1/4" 2x12 J5T'S. - ` II -= ON 2x 12 JST'S. C� - `.` I ® 16" O.C. `,` I r- 16" O.C. OCCURS II r- I i -_ - - - - -- ._.�! I� NI,, I ;� _j II C-1 0 OFFICE AREA ONLYI II c !l ( (A/C CHASE) - --8., - - • -- --_ -.. .._. .__. .... ._.._ - --- __ -__ _- III 2 x 4 FRM' ® :II 'n :I -� ai�l■a.. ¢ �Z'-� II �•_ - 16' O.C. l .I I I f i IIS [ - 1 GYP. BD. FIN. �,--=-,�.%" I r l I f U i T II 1/2" GYP. BD. ON 1" NOSING II C�' P.T. 2x4 FUR'G ® 16"_ I ! II (F ' _-_.___--___ _______.___.__._-_._ _____ l ; ;,, ,. � o0 7■I■■rr = J __. O.C. W/ 3/4" RIGID I I j C- ALL NOTES ARE TYP ® SIM. CONDITIONS I TUT I!. C INSUL. BTWN. (® OFFICE= I ! II ! (;. AREA ONLY) j IT.1 1" ! ; 2'.-9" C", II ( I I -- —. _... _.___ 4 FRM'MTL. BLDG, CHANL GIRT I + 0 6" O�,. �, - 2x12 + w/ 1/2"0 A.B'S. 0 _ I ; Ij � i i �- : :� STRINGER (BEYOND) II i 48" 0.C. I - I I PACT RESISTANT GL. + ' _' T 00 Iq ALUM. STOREFRONTzo IiI _ it _ _. I II AMEEL. 5'-11 1/4 r, _�l � „_ 6, 5' 3, 8.. 2 _ ,r - -- _..-_ AAw- 1 -CRS. GROUT--FILLED CONC. I ! II I + ._ II STAIR, D E 7 A I 1 SMOOTH FACE ASHLAR ON 8" I1 it 1 I GROUT-FILLED CONC. SPLIT II ( I7. 3/8 V-071 I II FACE BLK. w/ CUT WEBSLu _ #2 BENT ROD II II II ! I #5 VERT, IN GROUT, jl I _ ANCHOR 0 2.4" FOR 2—#5'S ON CAVITY CAP I ! II FILLED CELL @ 48 #2 81-NT ROD ANCHOR 4' O.C. VERT. IN MAX. O.C. TIED TO STL. I _... ............ . .... _.T- © IN TOP LINTEL CRS. U.C. ERT, INJOINT SEE FL. cr JOINT SEE FL. PLAN FOR DETAIL 2x12 JST'S. h1fi" O.C.FOR DETAIL I j I EL. 2'-11 1/4" II j I R". CONC. ASHLAR CRS. i - - I 8" CONC. '_SPLIT FACE I � I' I - -�� ,� (Y- II ' II W� RL.K. w/ HOR. RE�INF. .______._ `'' - T \ 0 EVERY 011 IIER i . I II ' COURSE SE Ii II ! II 7I _ - 3/4" RECE`.S$' 5" CONC. SLAB i I r I - I ::. .. ... .. ..... : W/ WWM - __ _ _.._ _ __ _ l DRAWN c).r.)' 'I , ! �� 1 II 'I � I� � � _ - —_.___ ----_ ,j.F. _ TJ _. _ - na r� i r- d I - Y - L. FLAN Dr � ,� I L. / ; ...? f ..� I �._ D E T A I L N D _ -- - ._ - Q O M ` oi V. (:0 k1CNT n'i i•. tF r 31 'rb�r r a �-" „ 7 w: 3/4 1 0 1 /8 11-0" .. .. . .,..,_ An -�Gf4�7� _, a . r , .... i „ ... . I i .... . .(�,,.•. .. .......�,1.,,+ �' ' ,..,. .. .,......r..,. REVISIONS BY ; lil � I I ; illi I ; I lj I ! I -,• I �I I I I I I I I I I c I ! I I• MTL. ROOF PANELS j ! I II iiljl ! I i 111 ' I I I I ' I II I I 4 W MTL. WALL PANELS S. SMOOTH l J l l I' I I I j i ! I I I I I I I j I I TYP FACE: BLK. i i --- - : _ I BANDS __.-__--- 11 1 LL i _._ - -- __ — _ .... ___ ..______ .__- _:- ...�._.:__._._ -�. ----� --- - � ...�- - ._ - �-� :•-r Tom_- _ _ ry-- spur FACE BLK. ._ of_. �_-- _-•_-. _ SPLIT FACE BLK. IZ E AR, ELEVATION - -n -=- 12 I ! 22�-0 ,, ! Ili ill Ilij j l I I I it I I I I I I I - !! L i MR. WALL PANELS J I I i SPLIT FACE BLK. 1 I ' I SMOOTH FA-'.'E EILK. ! I I I I I I ! I - — - - SPLIT FACE BLK. BANDSI Y- SPLIT FACE BLK. � ; IImom ! (D.H. DOOR O.H. DOOR ! SPLIT FACE BLK, SPLIT FACE BLK. -- u 0 I SPLIT FACE BLK. I SPLIT FACE BLK. LEFT SIDE ELEVATION FIGHT SIDE ELEVATION .. I � 1i ! 1 1I II I II I iI t II � I I : I II 1 1 �1 T ••( I j ' I � ...11 _ _ ._ _. ._I I l.. 1 ..I. i !.. _. .1.. _ w.�:�..: ! I ' I l ! � i I . , I I � ; , I I 111 ► I I I I I i (- , I ► � ! l I il. I ._ . L li I I I III I I ii i I F E I II i i i I � I ! I I I • i I I I I j i ; - - I - III , I I , . . II ! . II . I I , ' . ► j1 , i ! II � II 11 ! , i ' I , , rI , ► � , ; 1 , , , ��--.�� w _ 11 a. I I 1 I I I 1 I I i I NN I l� I I i I CJ I i i I I I i I i I I I I i I I I I I' I , I I I ( I I I ! I I I I i l 1 I I I I I I I it I i I I i I I i I I I .... ... I I I I - II �I I i I I I i L I j i II I I i I I i I i I i I I I I I it I I , I I I ! I I � r I I it I I I i I I I i i I I I I I i I I I I i i i I I I I I I I - I I i I I I I i I c.a 1 I I i i I i I I I i I i I I I i I I f i I i I I I I i I I I i I I i I I I i I I I 1 I I I I i I i I I I i t I I I I I I I 6�X�Jn - I I I I I I I i I I I --- i -- II �I I _ LLll -- - - • ----_ �.- •�-- -- � -• : _ ..-- --�, --__._. .._. ,_.. . .__. '_.. - .__. -- ----- —- -- I- -• ! I I I I � I i I I ; I I I � I I ''i i I � f II I ___-_.__ ..---- ----- ..l •-`-._ SPLIT_ FACE : BLK. ».TT •. - �- - ! l I I I! I i IIl►� I I I I I I j _I l 7DY.SP.. 1-11-1 SMOOTH FACE: BLK• - : I _ 1 II BANDS - I .. . .. .. -�- SPLIT FACE BLK. I I I i i I Ililll i 'iI l i i I LY _ I , SPLIT FACE BLK.- :. i) I ' _SPLIT FADE BLK. D.H. ODOR 0-I-1. DOOR it ILL I SPLI f FACE BLK. .._ .. .e m_.., ,.,.... FON T ELEVATION - 0 cCr'ti9. /VS f` c) l"l,!) all i i )7 f f �� r ( 017 l II > REVISIONS BY AREVISED 2ND FL. PER CONTRACTOR - J.F. 7/31/03 _- -- -----_� j L CD 7x7 CD 70 CD 70 8x8 CD 170 170 170 CD 250 CFM CFM CFM 100 CFM 8"� CFM x4 8x8 8x8 9x9 9" —cu-1 -9 !o_ ... F F 20x 1 - 5'td .1 �-. GD CD Gq 5"11 50 U CFM - U 50 m .� FM - 7x3 0x U 2 14 8• TRANSFER R.A. VERT. VERT. CD CD 9 8x6 GRILL (T(P.) d 230 230 _-- CFM CFM -- t - CD � 200 _. - , ..: , 200 :1 CFM 8x8 r 8x8 CFM �..-•--T,ill ...___....i VERT. T r T 8x GRILL 1 1 1 WALL CAP HVAC PLAN O CONTRACTOR TO COORDINATE PLACEMENT OF CLG. DIFFUSERS w/ LIGHTINIG PLAN 1 /8 11-0 LEGEND W CLG. DIFF. (CD) w/ VARIABLE VOLUME DAMPER V � RETURN AIR GRILLE (RA) w/ FILTER v EF CD W (>r CD 8X8 8x8 CD FM 7x7 5 - -� MANUAL VOLUME DAMPER (MVD) 1 230CFM 225 7 _� CFM DUCT FOR FUTURE CFM g-o8x8 ExH. FAN OT THERMOSTAT (IN LOCK BOX) SET ® 68-F FOR I1 8 �� f3 0 5"0 N-,-U 7"o HEATING, 78"F FOR COOLING i 20x10 9x9 Jx9i 6"0 U 9"0 � �'"� EF EXH. FAN f- O.A.= 130 CFMCD_ _' 'lOx1U �F' � _ MTL. DUCT) 0 .A. OUTSIDE AIR _.. 20x 10 75 20x14 DOWN_-. _ .._ --._ - R.A. CFM 3U� 6x4 TO 1 S7 FL. I 1 �) " O.A.- 180-f,i=M 9x9 9 0� ._.. cs � L�-�1 U -(-80 MTL. DUGS TRANSFER i 9x9 DRAWN � �4 X w/ MVD t,Cy BRILL (IYP.) it ; I � R.A. PLENUM ! 270 ,.,1 _._. -; 8D , J AZQ SCHEDULECHECKED UNDER t11iU.__� i CPP 13x+3 i it .. 8x8 CFM — TP R.A. ON �; - � CU-�1 #NHDO60AKA (5-TON) __ _..._..._._._ 1 SiT Ft.. I i< < 1 �' AHU-1 #FCP6000 (5--TON) � -__ - ATE 6 5 f - ___._`..... ..._. CU-2 #NHP036AKA (3 TON) SCALE AS NOTE►_) AHU-2 #FCP3600 (3--TON) JOB . WALL - Com, __....__..._._.__ SHEET ..m A _._ ...__... .._..__.. y_.._... '�� =f; ► =� "_: �:: �C"°�� D ,-I V AC PLAN _. - (OVER 1sr FL. EXH . FAN SCHEDULE OFFICE AREA) � ..f fEF.W; 80 CFM MIN. T c7>"• f.?Irl�:_ _�:I_-�.: ,-:, REVISIONS, BY OWNER'S REVISIONS H--- 14, 16 Q 7/21/03 J F. REVISED 2ND FL. PER CONTRACTOR j.F. 7/31/D3 K K ELECTRICAL LEGEND ._____ E_ 1 I I { FLUORESCENT LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX & 1 FLEXIBLE METALLIC CONDUIT CONNECTION. F FLUORESCENT LIGHTING FIXTURE, SAME AS ABOVE EXCEPT WITH EMERGENCY _ - P-6,8 BALLAST. ® FLUORESCENT LIGHTING FIXTURE - SURFACE MOUNTED. (o PL FLUORESCENT, INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. 00-1 PL FLUORESCENT, H.I.D. OR INCANDESCENT LIGHTING FIXTURE - SURFACE OR WALL MOUNTED. O�G G4F_c _4c� EMERGENCY LIGHTING FIXTURE. DO NOT swlrcw• _F�LJ-I-UF:F= EXIT LIGHT - PROVIDE ARROWS AS INDICATED, SHADING DENOTES FACE 4) ORIENTATION. DO NOT SWITCH, RI NTAL. ARLA TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT HUBBELL NO. HBL12211 WITH NO. P1 COVERPLATE - 4G" MOUNTING HEIGHT U.N.O. PROVIDE MOTION SENSOR SWITCH WHERE REQUIRED PER FL ENERGY CODE 415 $3 TOGGLE SWITH - THREE-WY QUIET TYPE. 20 HUBBELL N0.HBL12231 WITHA NO. PI COVERPLATE P- 46'/MOUNTNG HEIGHT,277 VOLT. WAREHOUSE LTS SW. FROM PANEL U.N.O. BREAKERS "SWD" RATED INCANDESCENT DIMMER - LUTRON "NOVA SERIES-BEIGE', 1500 WATT UNLESS INDICATED OTHERWISE ON PLANS - 41F MOUNTING HEIGHT. H-2,4 DO NOT BREAK-OFF FINS TO GANG MOUNT DIMMERS. © NO.SINGLE3511 WITH NO. P72 PLATE, 118 125VOLT, MOUNTIIRE NG HEIGHT, U.N.O. DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL NO. 53521 WITH NO. P8 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. G G G -G DUPLEX RECEPTACLE - SAME AS ABOVE EXCEPT MOUNTED ABOVE COUNTER, 42" MOUNTING HEIGHT, U.N.O. rrrrr DOUBLE DUPLEX RECEPTACLES-(2) TWO 20AMP,120VOLT,3 WIRE GROUNDING, HUBBELL NO. 53521 WITH NO. P8¢2 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. SPECIAL PURPOSE RECEPTACLE COMPLETE WITH COVERPLATE, SEE FLOOR E_jIY..">I N E`a ® PLAN FOR COMPLETE CONFIGURATION. M f)F' Fti �{;f�� DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, _._._......._ .__. 3 WIRE GROUNDING. HUBBELL NO. GF53521A WITH NO. HPS11 COVERPLATE a 46 INCH MOUNTING HEIGHT, U.N.O. EXTERIOR LOCATIONS SHALL BE MOUNTED AT 18" A.F,F. DATA/TELEPHONE OUTLET •-- 4 INCH SQUARE JUNCTION BOX WITH 1-GANG EXTENSION RING, BLANK COVER PLATE -- 18 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE. Q Z JUNCTION BOX, MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT. F _ LIGHTING AND/OR POWER PANELBOARD. G G 1 G F X - WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND. WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. - E HOMERUN TO PANELBOARD -- NUMBER OF ARROWS DENOTES QUANTITY OF �CARINC1S H'r OTHERS �spy. CIRCUITS. CROSSMARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS VOID OF CROSSMARKS ARE 1/2 INCH CONDUIT, 3 NO. 12, U.N.O. DO NOT A SERVALEA COMBINE HOMERUNS EXCEPT AS SPECIFICALLY INDICATED ON THE PLAN. Y� a DENOTES WEATHERPROOF -- MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE J _ WP TAYMAC 60350 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. Q (, O c,U.N.O. UNLESS NOTED OTHERWISE. A.F.F. ABOVE FINISHED FLOOR. j D.F. 3 60— NEMA DISCONNECT SWITCH, "3 60/40 N3R" DENOTES 3 POLE, 60 AMPS, 40 AMPS i 0 FUSES N3R DENOTES DISCONNECT NEMA RATING. CONDUIT STUB UP L A B J J G G G G Q a o D - z A RF i' N. r 4 -- _ F LL A aD E 0 a;- f D E --" I ir I O —LIGHTING PLAN 1/8 - 1 --p to LIGHTING FIXTURE SCHEDULE � R/�►') W CAT. NUMBER LAMP VOLTS MTG. HT. REMARKS ----�� CHURCH ROAD (so' TYPE MANUF. SE ANDBOX A COLUMBIA J24-4320-FSA12-4EB8--F0741 F32 T8 3500K 4 277 CEILING_ SEE NOTE 3 -- --� - OPOSED JF B COLUMBIA J24-32U60-FSA12--4EB8--FO74 F32 U6 3500K 2 277 CEILING_ SEE NOTE 3_ -� - U N FI N I`•�f I f—C) _ r - 2_2"C SECq DARY w C COLUMBIA WC4-232--EB8120 F32 T8 3500K 2 277 T CEILING ~ - ` A I I I(: F U D PRESCOLITE CFR926EBDM-ST782--SCA 26W QUAD 3 277 CEILING E PRESCOLITE LEDR-NB-W WITH UNIT-- 277 CE=ILING EXIT SIGN -- SEE NOTE-1..- � � F PRESCOLITE EDS4-NB 7.2 _W_ 2. 277 7 -6"'_ ___�_�_��_� _�__ __.__-�--- C H- 12 � C �.. t OFFICE FUTURE RENTAL G G.E. GHBB-40M--OA5-V6-P MS400/80/PST -_ 1 277 SEE NOTE'�7- SEE NOTE 4 & 8 _ � � 000 S.F. F�� FFE-113.05 H COLUMBIA CLASS 1 DIV 1 IND LIGHT 150A19 1 277 WALL - SEE NOTE B O --- J SPAULDING CEI-PM-M400 IV--DBZ 40Q W MH Y� -1- 277 ^30'_0�POLE PROVipE�ALI_OWANCEMSEE NOTE 5 F �� -B a C.E. WISR-17M0--1--LMS3-DB 175W MH 1 277 SEE NOTE 8 - �- — ----------------------- Kq L G.E. WI5R-40M0-I-LMS3 -DB 40OW MH 1 277 SEE NOTE- 8 M T.B.A. SELECTED BY OWNER 150A19 4 120 PENDANT N J H23 DRAWN --EB8120 F32 T8 3` 001< 2 2 1 CEILIN[, - '� P COLUMBIA CH4-232 _ _ _ .. __ _ Dowty { - R CHECKED rtEa • DATE rte. rte tsas E., iaaW SF. X T 44L v r ,r s� � 6/19/03 NQT�� - --_ E__ -' �� > rJO f E� r1 i. SINGL-E OR DOUBLE FACE.. AS INDICATED ON PLANS, IF CEILING EXCEEDS J' (J' ':`I:L.l. „IC'Ii1,71 f�IXTURE: ?';O'jw ( <.)OR, JOH NO. G � I 2. ALL_ FLUORESCENT LIGHT FIXTURES SHALL BE EQUIPPED WITH AN ELECTRONIC _I:`•Ll. '.'af. i. FIXTURES TYPE 'A1',Eit AND 'H1' SHALL BE THE SAME AS FIXTURES TYPE ',1',f3 i'!![) 'II', faT ',YITII r.?.9Ei?GrNCY 134ALUV31'. EMERGENCY BALLAST SHALL. BE CAPABLE OF DELIVERING A MINIMUM OF 120+a L.0^,i;:';;ti. 4. FIXTURE TYPE 'G I' SHALL BE THE SAME AS FIXTURE TYPE 'G', EXCEPT 011-+ -------- 5. MOUNT FIXTURE(S) ON 30'---0" SQUARE STRAIGHT STEEL POLE, SPAULDING r- �] n 6. FIXTURE TYPE 'J2' SHALL_ BE THE SAME AS FIXTURE TYPE 'J', EXCEPT TWO i l;;!{.I li:`i {'i_;i? I"�?L.E:. L I C H I1-I N G 1 LAN SFE SITE PLAN FOR EXACT CONFIGURATION. -- -- - -- ------ - L� [[__ r I n + I - �~ aI� L F_7 I _A�V /. F3oTroM OF FIXTURE SHALL NOT 8!~ 13E1-ow 25'--0" A.F.F. 1/8 1 '-0' VA .� n '- __ __-•---._._- I V !T. CONTACT- ARCTIItecr FOR MOL!irnNr; HEIGHTS N.T.S. 1� ��o+n�5 lccr�c� `(�• F. 10 REVISIONS BY MDF'--• 1 Q ^ R I S _Q EF- 1 L� FIRE DEPT. COMMENT J.F. 7/2 11n MAIN LOAD CALCULATION FIRE SUPPRESSION SYSTEM ALL SHOP EQUIPMENT TTO 1 30 ADDED A c UNIT 2 - 3/4"C TO FIRE TO BE INSTALLED IN COAT BE FURNISHED BY OTHIERS 3 Q PER CO TRACTOR 31 0 J:F. Qn• DESCRIPTION UNIT EXTEND KW ALARM CONTROL BOOTH, MIXING ROOM, &PAINT BOOTHS PER FIRE 1 WOOD SHOP TOTAL LOAD 345•5KVA � MDP-2 DEPARTMENT MDP-2 MDP-2 A30 MDP - 1 FUTURE LIGHTING 3.5VA 27,562VA ___.-_ ___ _.__.___ _ _ w� : 1 FUTURE RECEPTACLES 1V 6300vA 104 ' o t ; 3 Clamps t5 29 Swingsaw +Ti ersto 2 FUTURE HWH 4500VA 9000VA 3/4' CONDUIT 35 Mixing-Room g p Sink A-3 ovetaii 4• Foutai -- nnector 3 SIGNAGE 1.5KVA 4500VA `--PROVIDE SLOTTED CHANNEL COAT BOOTH MIXING CONDUIT SUPPORT. F;U�)M 33 Sealer-Booth TA 1 00 2 FUTURE HEAT & AHU 1 t.sKVA z30oovA �- 1 FUTURE EQUIPMENT 20.OKVA 20000VA -TYPICAL TELEPHONE ---PROVIDE BUSHING (TYPICAL) g JFA-7,9,11 OUTLET TELEPHONE O BOARD 34 Top-Coat Booth DOOR ASSEMBLY PAINTED PLYWOOD \ _� J AREA (TELEPHONE BOARD) FU•I_l_1F� r Wide Belt MDP-8 _- A-35,37 A-22 Sander 12 IEF RF_N:�=FSE-_ AREA_ - -.� Drill 3 30 Re 4saw 1--#6 BARE COPPER GROUND TO \ 2 Press O° o MDP-13 _ - NEAREST APPROVED BUILDING GROUND. ` Jointe 1-1" CONDUITS PROVIDE 10'-0" SLACK AT BOARD. 11 TO PHONE CABINET AS REFERENCE EQUIPMENT DESIGNATIONS TO OWNER PROVIDED SPECIFICATION 8 o er 60 3 Double 6 DIRECTED BY SOUTHERN BELL M Sided Shaper 0 TOTAL LOAD 435,800VA � - Edge Sander X MDP-26 TOTAL AMPS iso 3PH 524.4 AMPS TELEPHONE RISER DIAGRAM n � 7 A-2 / Shaper with NOT TO SCALE / owerfsed FAULT CURRENT AT 32KAIC, EXCEEDS .JEA TRANSU`:.�INF.=`� , $ A-2 2� --- -- -— Planer PHONE & POWER STUBS a 14 ++ *21B Vacuum Preset ble Small moulding A-29 shaper w/power feed L.L. GROUNDING ELECTRODE 2 27 CONDUCTOR II BOLTED TYPE CONNECTION Small 1Ob ry J A-19,Z�1, ss Band Saw J �(�,1T ;14 hawcr DEVICE OR EXOTHERMIC WELD MDP-3 Table 100 Reuter 1 � 1 o Small Table Sq Iris O NONMETALLIC PROTECTIVE Trashbox ° SLEEVE FINAL ASSEMBLY J A--25,27 A--10 A 1 0 -y �. ° o 0 e FLOOR SLAB METER CENTER DP 1 4_1 + 2 30 1 a. 30 Q - dustpipe connections ® Large 0 e= + FOUNDATION OR FOOTING A ° 4• ® power connections P-g 3 v 24 Castle Radial Arm 1 q .4 . ; Bench 2 MIN. A A• 4 ° Q compressed air connections cR 17 —11 i__ _ _ T� TELEPHONE BOX �r� ( T��=1 Tr 'T_ .�._ _ -�_. -rfT-(�I f^I A-31 .33 Face Stock/ Trashbox Tr rE1--Trl i i 17Ti f i—(i f ffC ETA 111 C Moulding Rack TT SEE DETAIL E-3 I A.BINETS B OTHERS P"" ' - ;•iii�11��i�I-��TF�.�(-,,1 ____ .��.._...�.... �._-------— � Table Foutai + 'IF111.�111...;IllrY,l __T-� s RV. P-1,3,� 20' MIN. / S K Locker Sink o o A--18 o j -- DIRECT CONTACT WITH EARTH P-1�W.)f: �._ �� \ #4 AWG OR LARGER BARE COPPER _ CONDUCTOR OR STEEL REINFORCING H-26 -(.)Nf - 0 M Trash 26 _ `' 1 Sliding BAR OR ROD NOT LESS THAN 'At 21 Table Saw F3r 1/2" DIAMETER A/C P-10 I T 2 C T -1 Machine o A castle NQT��: 30 p� � 3 p _2 I j ,--.-_ rHr MDP-13 t` 1, SHOULD THIS PIECE OF REBAR OR COPPER ROD BE LEFT OUT OF THE SLAB O. -- OR FOOTER, A SUITABLE SUBSTITUTE GROUND CONSISTING OF A CONDUCTOR TELEPHONE BOARD/ �( SIZED PER N.E.C. 250--94, BARE COPPER ENCIRCLING THE ENTIRE W p 'MDP' U BUILDING WILL BE INSTALLED 30" BELOW FINISHED GRADE AND AT NO - - - -- - - - - - -t 20 - m ADDITIONAL COST TO THE FACILITY OWNER. ASC P-2 MA v 2. A BONDING POINT MUST BE MADE AVAILABLE FOR OTHER I z EQUIPMENT WHICH REQUIRES GROUNDING ACCORDING TO STAGING FOR Oil N.E.C. SECTION 250-70(b) 30 3 D.F. SHIPPING (All Q 3 0 1 FC'PI"N. ( � 4a _ >>f:-_).f_ 19 Single C;LG.. 31 Rout (16 x 15 g e side ()Ff '�, � Edge. Bander --- f�l_)MLN_ , GROUNDING D H-2o A A LL � c=��-�.: -� � � _.. a 1 I er unch 0- Q offcuts 1 /ti► 36" I I I WEATHERPROOF M -25 0 TELEPHONE POWER PLAN z , ENCLOSURE 1/8 - v--0'' PHOTOCELL MOUNT ON ROOF I 1 36" V FACING NORTH COORDINATE WITH( 1 ARCHITECT L _ PROVIDE #(6 GND. Dustc�olle�tor WITH 6' OF- SLACK Q a r - - BOND TO MAIN ELEC -� U SERVICE GROUND TIME I I � r CORKKDG 100 I I ___ ___ W = U L _ ..� _ _1 PANEL 'H' --_.__ ____.__._ -�._ ____._..._._-.__�.__ __�s, P-8 U�I f: I N I`.?f-1 E E) '�•._ �' _[�r-f,--I�_E:_ -- _-- -- -- - _. N 1 3 5 7 9 11 -� Al F I�. _.._:�_F'n(-: G -SEE NOTE 1 1 " BRANCH CIRCUIT CONDUIT JUNCTION BOX ATTACHED TO STRUCTURE 0-H-25 --(2) 2" FROM PULL BOX AHU 30 I 0 t5A I 2 3 30 FOR EACH FIXfURE,PROVIDE-- 6 Fr LENGTH OF FLEXIBLE CONDUIT TO ALLOW 0- FUSE I,I E f//1N I f I f TWO STEEL WIRE SUPPORTS FOR RELOCATION. INCLUDE GROUND WIRE I 1 -..--�-�. 14 1 - - - � ALL CONDUCTORS X12 AWG COPPER. TO STRUCTURE, AT DIAGONALLY AHU OPPOSITE CORNERS OF FIXTURE MAXIMUM OF THREE (3) FLEX. RUNS PER JUNCTION BOX. CONTACTOR 'SC' I I -�1 �� 4 POLE, 20A., 277V. I _ 1 I -LA'(-IN TYPE FLUORESCENT TROFFER DRAWN PHOTOCELL--ON AND A/ 30 CLOCK-OFF H-O--A I OFF ' TELEPHONE RISER DIAGRAM ' - -- SEE. LIGHTING FIXTURE SCHEDULE SWITCH IN NEMA---1 I p I _. ..--.__.._ -_�. ._._ .. _.. __ .____..____.__- ___..___- O O O U X ENCLOSURE i -0 G - _ I NOT 1'0 `:CiNL E: - .___....- Ct-f :CKED _T H / A I l.)I f C. I - --— TYPE "G" INVERTED "T' CEILING GRIID. SECURE FIXTURE TO X F - \ GRID WITH APPROVED CLIPS, FOUR PER FIXTURE. .-.___._..... _._._...-..,,._.._.._...�-_..__.._-.___ •�r..(,F.'_f�I_i�,.?hlE_ ftl;;cf�_rvdUl�_�_ PE faA`1°�: --_ DETAIL—TYPICAL LAY—IN FIXTURE_IINSTALLATION _SCALA. - I. PROVIDE I' C. I�ItiOM TELEF'HOINE SERVICE ENCLOSURE TO EACH _ NOT TO SCALE ,1,� ial(_)'FE1) ) i-L:N HT ._;PACE•_, (IYP. FOR 3) 1 I EXTERIOR LIGHTING CONTROL COORDINATE EXACT REQUIREMEINTS WI FH FELEPHONE CO. -• ---...___... , _, -�--- _- _.._..-. •1Ir. c,qE NOF r0 SCALE ;. C CINTAC T SOU FFIERra DELL EN<'IINE-ERING PRIOR TO INSTALLATION AT ra 1 ---c3z3ii- ti�1U -2�1_�'I (BUILDING II(`dl)U�•FFZY CONSULTANT) SECOND FLOO� PLn �1i __ rrr HI �f 1 /8 = 1 —o (OVER 1ST FL. OFFICE AREA) wy (aAd Dr. F 1 REVISIONS BY ADDED A/C #2 PER NOTES: SPECIFICATIONS: CONTRACTOR J.F. Z/31/03 1. ELECTRICAL SERVICE AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION 1. VERIFY ALL EQUIPMENT CIRCUIT BREAKER SIZES PRIOR TO ORDERING GEAR - -- OF THE NATIONAL ELECTRICAL GODS, APPLICABLE STATE AND LOCAL. CODES AND THE INSTALLATION SHALL COMPLY WITH ALL LOCAL., STATE, COUNT( LAWS AND PANEL A PANEL MDP-SECTION 1 (SECTION 2 PNL. W) - - SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE SURFACE IMTD, CIRCUIT BREAKER TYPE 277/480 VOLTS 3 PHASE 4 WIRE LOCAL UTILITY COMPANY REQUIREMENTS ORDINANCES APPLICABLE TO ELECTRICAL INSTALLATIONS, AND WITH THE SIEMENS TYPE S3 200 AMP MAIN CIRCUIT LUG SIEMENS TTYPE S4 WITH SUBFEED LUGS 600 AMP MAIN LUG REGULATIONS OF THE NEPA WHERE SUCH REGULATIONS DO NOT CONFLICT WITH -- CIRCUIT CIRCUIT CIRCUIT CIRCUIT 2. CON-TRACTOR SHALL COORDINATE ALL REQUIREMENTS OF "THE SERVICE THOSE LAWS. OBTAIN ALL PERMITS AS REQUIRED. CKT DESIGNATION CIRCUIT BREAKER KVA KVA BREAKER CIRCUIT DESIGNATION CKT CKT DESIGNATION CIRCUITY KVA KVA CIRCUIT DESIGNATION WITH THE UTILITY COMPANY PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR NO. BREAKER BREAKER CKT NO NO, NO, VERIFYING LOCATIONS AND REQUIREMENTS OF TRANSFORMERS, POLES, SERVICE 2. NOTIFY THE ARCHITECT/OWNER/BUILDER OF ANY IMPACT FEES REQUIRED BY WIRE COND PALE TRIP TRIP POLE COND WIRE WIRE CO)ND POLE TRIP TRIP POLE COND WIRE EQUIPMENT AND OBTAIN ALL NECESSARY APPROVALS FROM THE UTILITY THE COUNTY OR LOCAL UTILITY CO. 1 REC. SHOP 12 1 20 1.5 115 20 2 3/4 12 SHAPER,MOLDING (7,1 2 1 1 1 r 2 COMPANY PRIOR TO COMMENCMENT OF WORK. UTILITIES SHOWN ON DRAWINGS ARE 3 REC. SHOP 12 1/2 1 20 1.5 4 3 AIR COMPRESSOR 8 3//4 3 40 19.0 10.0 30 3 3/4 10 EF-1,2,3 4 TO BE USED AS A GUIDELINE ONLY AND MAY NOT NECESSARILY BE APPROVED. 3. ALL MATERIALS, EQUIPMENT AND APPARATUS SHALL BE NEW, OF CURRENT 5 REC, SHOP 12 1 20 1.5 1.5 20 2 3/4 12 SMALL MOLDING(14) r 6 5 1 6 FINAL APPROVALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MANUFACTURE: AND SHALL BEAR THE SEAL OF APPROVAL OF THE UNDERWRITERS 7 REC. SHOP 12 1 20 1.5 8 7 LABORATORIES. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND - 8 3. CONTRACTOR SHALL COORDINATE ALL CONDUIT ROUTING WITH OTHER TRADES PRIOR SHALL PRESENT A NEAT APPERANCE WHEN COMPLETED. 9 REC, SHOP 12 1/2 1 20 1.5 2.5 30 2 3/4 10 TABLE SAW (10A) 10 9 EDGEBANDER (19) 6 3//4 3 50 32.0 16,3 30 3 3/4 10 SHAPER (6) 10 TO ROUGH IN TO DETERMINE ROUTES THAT WILL NOT INTERFERE WITH OTHER TRADES. 11 REC, SHOP 12 1 20 1.5 12 11 12 4, FURNISH AND INSTALL ALL EQUIPMENT NECESSARY FOR TEMPORARY LIGHTING 13 REC. SHOP 12 1 20 1.5 5,5 30 2 3/4 10 TABLE SAW (108) 14 13 14 4. CONNECT EXIT LIGHTS AND EMERGENCY BALLASTS OF FIXTURES DENOTED AS EMEGENCY AND POWER UNLESS NOTED OTHERWISE. ENERGY COST PAID BY OTHERS. 15 REC. SHOP 12 1/2 1 20 1.5 16 15 ROUTER--85 4 11 3 80 55,0 57.6 100 3 2 1 PANEL 'A' VU TX-1 16 10 UNSWITCHED LIGHTING CIRCUIT 17 REC. SHOP 12 1 20 1.5 5.3 30 2 3/4 10 TABLE SAW (26) 18 17 18 5. IN GENERAL, THE CONDUIT INSTALLATION SHALL FOLLOW THE LAYOUT 5. ALL LIGHT SWITCHES SHALL BE MOUNTED AS CLOSE TO ADJACENT DOOR FRAME SHOWN ON THE PLANS, THIS LAYOUT IS HOWEVER DIAGRAMMATIC 19 REC. SHOP 12 1 20 1.5 20 19 20 AS POSSIBLE ONLY, AND WHERE CHANGES ARE NECESSARY DUE TO STRUCTURAL 21 REC. SHOP 12 1/2 1 20 1.5 1.7 20 2 3/4 10 DRILL PRESS (12) 22 21 MOULDER 6 3//4 3 60 34.8 17.0 40 3 1 6 PANEL 'P' VIA TX--2 22 CONDITIONS, OTHER APPARATUS OR OTHER CAUSES, SUCH CHANGES 23 REC- SHOP 12 1 20 1.5 24 23 24 6. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES, REFER TO ARCHITECTURAL, SHALL. BE MADE WITHOUT ADDITIONAL, COST TO THE OWNER. IT IS 25 REC. SHOP 12 1 20 1.5 2.8 30 2 3/4 10 EDGESANDER (11) 26 25 26 � MECHANICAL AND CIVIL DRAWINGS IN ORDER TO BE AWARE OF CONDITIONS AFFECTING RECOGNIZED THAT BRANCH CIRCUIT ROUTING SHOWN ON THE ELECTRICAL WORK, DRAWINGS MAY NOT ALWAYS BE THE MOST ECONOMICAL OR THE 27 REC. SHOP 12 1/2 1 20 1.5 28 27 DUST COLLECTOR a 3//4 3 40 19.0 7.6 20 3 3/4 10 PLANER (5) 28 MOST FEASIBLE METHOD. ROUTING MAY BE CHANGED BY THE CONTRACTOR 29 REC. SHOP 12 1 20 1,5 5.3 30 2 3/4 10 SWING SAW (29) 30 29 30 7. CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT CONNECTIONS WITH AND INSTALLED PER THE LATEST NEC. 31 REC, SHOP 12 1 20 1.5 32 31 ;32 J MECHANICAL CONTRACTOR AND EQUIPMENT SUBMITTALS PRIOR TO ROUGH IN FOR EXACT 33 REC. SHOP 12 1/2 1 20 1.5 34 33 WIDEBELT SANDER (9 8 3//4 3 40 19.0 15.0 30 3 3/4 10 FUTURE 34 LOCATIONS, CIRCUIT SIZES, AND BREAKER REQUIREMENTS, NOTIFY ARCHITECT OF ANY 6. ALL CONDUCTORS SMALLER THAN 3/0 SHALL BE COPPER THHN WITH NOT LESS 35 PAINT BOOTH (PREFAB) 12 t 20 1.5 36 35 36 � CHANGES TO CONTRACT PRICE IF WIRE SIZE INCREASES. THAN 98% CONDUCTIVITY. CONDUCTORS 10-14 MAY BE SOLID OR STRANDED i.■J 37 PAINT BOOTH (PREFAB) 12 1 20 1.5 SPACE 38 37 • SPACE 38 8. MECHANICAL CONTRACTOR TO PROVIDE BATH FANS AND RELAYS TO INTERLOCK AHU'S. 7. ALL RECEPTACLE CIRCUITS SHALL BE SEPERATE FROM LIGHTING CIRCUITS. ALL 39 SPACE 12 1/2 1 20 1.5 SPACE 40 39 CROSSCUT (13) 10 3//4 3 20 6,9 SPACE 40 NON-LINEAR ILOADS SHALL HAVE A SEPERATE NUETRAL WIRE FOR EACH CIRCUIT. 41 SPACE 12 1 20 1.5 SPACE 42 41 SPACE 42 9. ALL CONDUIT TO BE SUPPORTED INDEPENDANT FROM CEILING GRID - -_ - I EE I TOTAL KVA 57.6 TOTAL AMPS 1�•0 0.000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING TOTAL, KVA TOTrAL AMPS 371.8 &%DOO AMP, RATS. sYMME1RCAL SNORT ClItCM_CURRENT MTM 8. IT IS THE COINTRACTORS RESPONSIBILITY TO VERIFY CATALOG NUMBERS IN 10, ALL LIGHT SWITCHS SHALL BE INSTALLED PER FLORIDA ENERGY CODES. PROVIDE THE FIXTURE SCHEDULE TO ENSURE IT MATCHES THE DESCRIPTION GIVEN OCCUPANCY SENSORS OR DUAL SWITCHING AS REQUIRED. AND FOR PROPER CEILING MOUNTING, REQUIRED ACCESSORIES, ETC. 9- ALL CONDUIT AND BOXES PASSING THROUGH OR INSTALLED WITHIN FIRE WALLS AND SMOKE WALLS SHALL BE INSTALLED SO AS TO MAINTAIN THE z INTEGRITY OF THE WALL THROUGH WHICH 17 PASSES. BOXES TO BE INSTALLED WITH 1/Er OF WALL SURFACE, 10. THE CONTRACTOR SHALL LEAVE THE ENTIRE ELECTRICAL SYSTEM INSTALLED PANEL H SURFACE IMTO. CIRCUIT BREAKER TYPE 277/480 VOLTS 3 PHASE 4 WIRE BY HIM UNDER THIS CONTRACT IN PROPER WORKING ORDER AND SHALL SIEMENS TrYPE S4 600 AMP MAIN LUG ONLY 1 1 u1 REPLACE, WITIHOUT ADDITIONAL CHARGE, ALL WORK OR MATERIAL WHICH L MAY DEVELOP' DEFECTS, ORDINARY WEAR AND TEAR OR DAMAGE RESULTING CKT DESIGNATION CIRCUrrr CIRCUIT KVA KVA CIRCUIT CIRCUIT DESIGNATION CKT FROM IMPROPER HANDLING EXCEPTED, WITHIN A PERIOD OF ONE YEAR FROM NO. BREAKER BREAKER NO. THE DATE OF FINAL INSPECTION AND ACCEPTANCE FROM THE ARCHITECT OR WIRE COPND POLE TRIP TRIP POLE COND WIRE OWNER. BALLASTS SHALL BE INCLUDED BUT LAMPS SHALL BE EXCLUDED. 1 OUTSIDE LGT « 12 1;/2 1 20 1.5 3.0 20 2 3/4 10 SHOP LGT 2 3 OUTSIDE LGT « 12 1,/2 1 20 1,5 3.0 20 2 3/4 10 SHOP LGT 4 5 1 3.0 20 2 3/4 10 SHOP LGT 6 7 LARGE RADIAL (1) 12 3/4 3 20 3.4 3.0 20 2 3/4 10 SHOP LGT 8 9 3.0 24 2 3/4 10 OFFICE LGT 10 I 11 3.0 20 2 3/4 10 OFFICE LGT 12 13 SPINDLE PRESS (20) 12 3//4 3 20 1,2 14 15 12,5 30 3 3/4 10 AHU,1 16 17 18 19 JOINER (3) 12 3//4 3 20 14 20 21 5,0 20 3 3/4 12 A/C--1 22 23 SITE LGT • 12 1,/2 1 20 1.5 24 25 SPACE 26 V PHOTO CELL 27 SPACE 3.4 20 3 3/4 12 A/C-2 28 z 29 30 31 AHU-2 10 3//4 3 30 10.0 SPACE 32 Q 33 J SPACE 34 35 SPACE SPACE 36 LL 37 SPACE SPACE 38 METER CENTER WITH 2O0A 39 SPACE SPACE 40 METER BASE AND TENANT MAIN, TYPICAL FOR 3 BAYS, SEE NOTE 2 41 SPACE SPACE 42 -," --TIME CLOCK ENCLOSURE TOTAL KVA -All-.4 TOTrAL AMPS 73.9 22,0DO AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING ❑ NEMA--3R ENCLOSURE . THRU CONTACTOR 'SC' TC 1 O O PANEL. PANEL PANEL PANEL PANEL 800 AMP BY OTHERS "MDP" "H" "H" 'w MAIN BREAKER 480/277V r 3 PHASE 4 WIRE i `-- FUTURE L 1 (All 42k AIC L_� ._ . .. i METERS -- I CONDUIT AND CONDUCTORS BY OTHERS PANEL P W SERVICE RATED 600AMP r I 3POLi SURFACE/ WTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE NOTE �- METERS SIEMENS TYPE S3 600 AMP MAIN LUG ONLY - 2.5 C. 4-3/OCU,�{6GND NOTE 3 _, --- - STUB--UP INTO EACH BAY. TX-1 TX-2 1 POWER, I TELE. 75KVA 30KVA CKT DESIGNATION CIRCUIT' CIRCUITKVAKVA KVA CIRCUIT BREAKER CIRCUITW DESIGNATION CKT 0C (TYP. FOR 3) 4 80-120/20 80-120/20 N0. __ N0. � T_ WIRE COIND POLE TRIP TRIP POLE COND WIRE U 1 REC. BREAKROOM 12 1/12 1 20 1.0 1.0 20 1 1/ 12 REC. OFFICES 2 w 3 REC. BREAKROOM 12 1//2 1 20 1.0 1.0 20 1 12 REC. OFFICES 4- 5 U 5 REC. BREAKROOM 12 1 20 1.0 1.0 20 1 1/ 12 REC. OFFICES 6_ _ 1.5 C. 4-#I,#80ND 7 SIGN « 12 1,/2 1 20 1.5 1.0 20 1 12 REC. OFFICES 8 BOND TO BUILDING STEEL 9 SPARE 12 1/2 1 20 1.5 1.0 20 1 1/2 - 12 REC COMP 10 2.5 "' C. WITH PULL CORD STUBBED 'UP __ F- 1 1 SPACE 1.0 7.0 1 12 REC COMP 12 IN EACH FLAY. (TYP. FOR 2) = SEF. NOTE 2. _13 SPACE t.0 20 Y 1 1/2 12 SPACE, _ 14 U ^ - (L 15 SPACE v 4.5 30 2 3/4 10 WATER HEATER_ 16 Q UIILII'Y f'OMI'API'r1 7 SPACE 18 HAND UOX 19 SPACE � SPACE � 20 _..._. __---•-- -----..-.--..-_-__-- 21 SPACE SPACE 22 DRAWN #,I i[�i7BAR IN 001INrG ( EE r)F.TA1L) _ _ _ _.. IVID To •IELEPHONE: SERVICE PER 13EI-L SOUTH � 23 SPACE � SPACE 24 ___._._._ .....__ X _..__... __...._- PI()[c: 2 SETS: 4 500# (AL), 3" C. TO 'TELEPHONE SERVICE BOX. 25 SPACE SPACE.__'__... 26 mmCHECKED I/t:) CrJI"tF'[:i2 1 (AL) c, SEE TELEPHONE RISER. 27 SPACE SPACE^ 28 x (:L) 1" C. TO PROF'. LINE __ :3 SETS: 4 400,,y (AL), 'i' C. �:�. u[�a';vlNc F:1. 29 SPACE -_. J.- � _�. SPACE_ .�0•_ DATE 31 SPACE SPACE 3�? fr t r \ 1 ._ \. I111f`\`,7 ! \i`I`•�� 33 SPACE SPACE m T nr /\3 r'1�71I1_D J Y ! _( I \I .. i 1 35 SPACE SPACE JCi!7 iIJ.J 37 SPACE !;PACE 38 .__. _.-_.____ ._ __ __ ._ ___ ___.._._. ___ ____ {O 39 SPACE SPATE 11 r 41 SPACE __..___.�__...____ __ -.._.-.� _T_ T _�_._ __..�.____ .••T•�_...T�..._. ._ _T,_� Spgr_.E . ;J-9 A T T it .lr.;a i' )„ THRU CONTACTOR 'SC'KVA Ah1PS__._41•?__ 22 OW PMP, RM5. SY�1ME: W L SJ�Rr C!,icUlr (A)RF•f.tir RATING / 17.0 TOTAL a S. 'r'F2' J )r :! I r' 11. 'I`,:'., lr ;f "'A0 i .);i.Jf; `r{i"4;•lliir"!) � ;�