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HomeMy WebLinkAbout3444SSMH OLE PAr I \ W 1 PH� S W I � � I � ' MATCHLINE DRAWING AB-2 . . . . . . . . . . . . . . . -_.-_- - __t __ _..:, . ' . _...__... ... ___ _ _E�-_ -___ -. ___ _ _- ... ._ .._ .. ._.". __. -. _..__ _ . .,.�.- _, t_. a ..___. ._-_may "•-rs_.a-. - _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ Z � CONCRE� AND METAL 0 ERS O I W I ; c t� \ h �I I EXISTING _ SHOPPING CENTER SSMH- r SDMH BUILDING No. 2 4" KITCHEN WA57L TOP 66.10 /NV. 62.00 (12" N) I-1� ' w I /NV. 56.60 INV6Z 00 (12' E) \ O / 4'SAN ::7jOL INV. 64.22 \ �, I4- KITCHEN WAS ' SZ ( J I-- _ _ \\ --j_ S2LSZJLOSLJI-SZJ!_ZQt APPROXIMA TE LOCH TION OF 3- JL_SZJLS-JL_SQJJI� I I iZUNDERGROUND Q _S ELECTRIC 9 JL_ pB-E LEVIE( l CA WIRE - i i i z �� G G \� _ p I O Io I O UNDERGROUND <` r �_ TOP 64.6� ± i IN GROUND 1000 GALLON GREASE PIT GAS LINE INV. 60.54 (182 I + REFUSE / TOP 65. J2 INVSSMH TOP 65.40 56.14 (IN) 60.75 ( )WV 60.75 (182) I I CONTAINERS / INV 5590 (10'-NW) 12) I� �� i// INV. 55.90 (10'=S) - - INV. 55.89 (OUT) -� 1000 GALLON GREASE PIT TOP 65.20 / INV. 56.20 (IN) I I I rf \ / _ �> /NV. 55.95 (OUT) ti W -_ 11 SSMH WOS iq TOP 56.20 (VOR7ECH5 MODEL 2000) INV. 51.70 (!O 1,4) TOP 57.41 INV. 51.20 10 -WJ lNV 51.20 f0`-5E) /NV. 46.47 5 L.F. 15" HDPE DMH A-3 TOP 56.50 INV. 44.79 (/N) INV 44.67 (0UT) O ELECTRIC V MHO T 5 L.F. 15" HDP4 (BYPASS) HUH A - 4 \'---- TOP 58.00 \ INV. 46.52 C '- 5 LF. 15" HDPE 9 2.0 27 L.F. 12" 90.667. � T -- 8 - 19PROXIMA TE ti L OCA TION OF --- _ UNDERGROUND--"- ---- !�_ T=PHONE LINE �- -i it D/A-2 INV. 41,75 t I -- I- f r i Lb yCz18_?1 I _ TOP 57.30 INV. 46.80 (12'-S) INV 46.70 (12:-W) /NV. 53.90 (12 -SW) INV. 46.70 (15OUT) INV. 54.30 (12 " IN) 6'e v F 9p�F yp'�F i I � JO9 I 101 1A SSMH I TOP 60.56 kZ INV. 52.91 y A 5-9M T LEGENO EXISiiNG PROPERTY LINE EXISTING BUILDING LINE WITH OVERHANG L-J EXISTING PAVEMENT EDGE OR CURB LINE EXISTING RETAINING WALLS a EXISTING GUIDE RAIL x x x EXISTING CHAIN LINK FENCE ❑ ❑❑ EXISTING WOODEN STOCKADE FENCE EXISTING PARKING WITH j ( NUMBER OF SPACES _ CV ---- - EXISTING DOUBLE YELLOW LINE AND 24" WIDE WHITE STOP BAR EXISTING CROSSWALK EXISTING 4' WIDE FIRE LANE EXISTING HANDICAP RAMP EXISTING SIGN WITH DESIGNATION 8" PVC _ = EXISTING SANITARY SEWER LINE & SIZE 15" HDPE EXISTING STORM SEWER LINE & SIZE E E- EXISTING ELECTRIC LINE C C- EXISTING CABLE TELEVISION 6" WATER MAIN EXISTING WATER LINE -T-T- EXISTING TELEPHONE LINE f EXISTING WATER VALVE 055UH EXISTING SANITARY SEWER MANHOLE 05DMH EXISTING STORM DRAIN MANHOLE ODD EXISTING STORMWATER QUALITY STRUCTURE D/ EXISTING DRAIN INLET ® C8 EXISTING CATCH BASIN EXISTING HYDRANT O EXISTING UTILITY POLE EXISTING LIGHT POLE (TYPE A) 0-❑ EXISTING LIGHT POLE (TYPE B) EXISTING LIGHT POLE (TYPE C) ® EXISTING LIGHT POLE (TYPE D) SSMH EX. SDMH l UGC \ r TOP 59.02 IN - INV. 50.89 15" /NJ \ - INV. 50.70 (15" OUT) /' I `- APPROXiMA TE 8 L.F. 15' LOCATION OF HDPE ® 1.9 ® 00WATER MAIN ® GB TOP 58.90 I+ I / ® \ ® II INV. 54.10 (24) T 58..50 /NV. 54.36(6" 11V \ \� ® SSMH /9,V 53.61 (15" OUT y TOP 59.02 INV 51.52 INV51.50 (B" OUT) 4 L.F. 15" HOPE 0 ++ I `Z, I BYPASS MH HD1. PE 0 009 \ NV 5094 II 0 MAIN , ! � I 4 LF. 15" II 6" PVC I y / \ ri �I W05¢2 i i I v I I �/ L- •\ 9y TOP 59.00 \1y�PE ®5.1£ X y _ 6I /NV. 50.62 II - i I 64 L.F. 5' HDPE _ _ - - DMH II WATER MAl N' \� \\ -. TOP 59..75 II /NV. 50.35 -- - I i i 1 II i i \ i i I I i I I I �I I i i I i I i I 4 LF. 15 i + I :I D B-2 � I •�\ � j \ \ HDPE ®6.75% -- I SDMH 1 I i i I TOP 57.35 \ �\ `\ II - - \, I TOP 57.00 INV. 54.85 `\\* I SDMH TOP 58.04 iI ( . INV. 51.32 (12" /N) ® I /NV. 4834 15 IV OU >19 L.F. 15" HDPE 0 0 6d9 TOP 59.12 INV. 55.83 \ i II INV. 47.96 (19' OUT INV. 5231 INV 52.49 (OUT) \' - J \ DI 27 L 12" HDPE \ / TOP 58..08 \ II ® 3.110 INV. 54.78 (6" IN) INV. 54.56 (6 OUT) SSMH / - TOP 57. 10 I INV. 46..94 1 + g r 1H �"1 4" WATER _ _ - _ i ,II � �++, 11 \ V TOP 57.52 INI ~ � '�--------- - V. 54.81 (6l " NJ CB i I i Q INV. 54.11 (15- OUT) INV 5..94 „ 67 WA MAIN _ \ ^ I 41 _ /1 �1 /SSMH /NV. 40 I r �.._-_- b 11 I II j 70P 5730 I- .- v I I O i I I -i / INV. 54,11 (15 i X- --- X_ X INV. 54.11 (1 " /N) X INV TOP 55..78 /NV. 54.11 (EX. 15 OUT) \ 12 2 ® / C TOP 56.98 INV 51,01 - o I PPROX/MATE -� % _-----"- \ C TION OF �1Ur x x LO ! \ WA TfA--U IN X X \EXIS TING AIR \ �� � DUCT TOP 47.03 EXISTING /NV. 42.38 (6a/N) i`CANOPY /NV. 42.33 (12 /N) W PLAZA NV. 4185 (12" OUT) / \ BUILDING STONE - \. _ WAU TOP 46.00 RETAINING \ \�\ Q INV. 42.98 / � �\ � � APPROXIMATE �I I �� \, „� r) b I LOCATION OF 0 45.00f PRECAST CONCRETE i GALLERIES -- W r-- / � 171 I � i 1 : / i � i i % ! �-�S,�N1�4 �Y �E-WEF-" __ � _ _.__� T T _ _ ._- I i i �s I I 1 I 11 I 11 iiII IIi i 4.1 iI 1. I 1 i �, � I �I % III � ' 'I 12" ROp ' C = \\ PIPE SE R \\ELECTRIC 30 SANITA MH \C STONE SSMH ® ® ®® Xr ' --X RETAINING RY APPROXIMATE TOP (72.70 LOC X�® X ®® x -x x x x- x x 8„ ClP WALL LOCATION OF /Nv. (LocKED) ssMH / UNDERGROUND TOPNV J724 29 CABLE TELEVISiON INV 37.14 (8"1N) /NV. 37.14 (8' our) _-- LINE r P 4240 CB INV. 39.30 ' (12N) TOP 4490 INV (12'-5) /NV. 36.60 (12'=SWJ INV 3490 /NV. 37.20 (12'-NE) TOP 4130 II /NV. 35.90 (I '-S) INV35..80 (12 =N) SSMH TOP 42.90 INV. 35.40 (12" NE) FLOW 2 .2750( 50 (30) SDMH EAST EDGE OF POND TOP 41.20 INV. 35.70 (12'-N) (L 0CA TED INV 35.30 (12y E) INV. 35.40 (12 -S) 3-25- 98) NV 3430 (8 -W /NV. 35.70 (15 V by / %r/•i ;i'"' ` X x X �•✓ '7 r % i / / SSMH SSMH 00 CB / / / f'-1'~! ITOP NV54.48 /TO 54..35 N _ CONCRERETAININ/NV 4B.83 `.- �Z II n WALL W17N cil CHAIN IJNK U' ® FENCE 281L..969 HOPE It 1 ' SANITY S- wER-�-P-P� -� I �1 ® _3 i I It SDMH ® S9N II If II it 11 12 RCP + - = TOP 50.12 ®" �T9 1 j s /NV. 44.92 (18` IN /NV. 44.91 (12 /N) END WALL SSMH C /NV. 36.82 (24" OUT) INV 34.30 � ni CI-E 3 CONCRETE TOP 4B.00 0 RETAINING INV. 45..00 - --°� METAL WALL GUARD EXIsnNG RAIL TRANSFORMER SSMH TOP 46.24 /NV. 40.80 (6" 1N) MH INV 40.59 INV40.59 (8" OUT) TOP 46.38 INV 41.27 (12- /N) INV 4137 (12" OUT) COPYRIGHT © 2010 By John Meyer Consulting All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted in any form or by means, electronic, mechanical, photocopying, recording or otherwise, wdhout the prior written permission of John Meyer Consulting. Any madifrcotions or alterations to this document without the written permission of John Meyer Consulting shall render them invalid and unusable. �� O O N N a _ i C7 I t = Q a� W j N U m O 0 w w a rn z O N 5 w Z r- DRAWN.• JY APPROliD.• RR SONS 1 n=20' OA7E 01/09/2008 PAW NO, 5013 AS-BUILT.dwg cd_odd 3uttscr DRAWING NO.- AB-1 A S--SU/L T LEGEND EXISTING PROPERTY LINE EXISTING BUILDING LINE WITH OVERHANG L EXISTING PAVEMENT EDGE OR CURB LINE EXISTING RETAINING WALLS EXISTING GUIDE RAIL x_x_x EXISTING CHAIN LINK FENCE -------- EXISTING WOODEN STOCKADE FENCE EXISTING PARKING WITH NUMBER OF SPACES T. EXISTING DOUBLE YELLOW LINE AND 24 WIDE WHITE STOP BAR H HIM 1111.11. EXISTING CROSSWALK !L'1-4eZ1ZZZZZ" EXISTING V WIDE FIRE LANE EXISTING HANDICAP RAMP EXISTING SIGN WITH DESIGNATION 8"-pvc EXISTING SANITARY SEWER LINE & SIZE 15" HDPE EXISTING STORM SEWER LINE & SIZE -Lr-f-- EXISTING ELECTRIC LINE -c-c- EXISTING CABLE TELEVISION 6' WATER MAIN EXISTING WATER LINE -T-T- EXISTING TELEPHONE LINE EXISTING WATER VALVE OSSUH EXISTING SANITARY SEWER MANHOLE 00UH EXISTING STORM DRAIN MANHOLE EXISTING STORMWATER QUALITY STRUCTURE El DI EXISTING DRAIN INLET ga C8 EXISTING CATCH BASIN EXISTING HYDRANT O EXISTING UTILITY POLE EXISTING LIGHT POLE (TYPE A) EXISTING LIGHT POLE (TYPE B) (D EXISTING LIGHT POLE (TYPE C) EXISTING LIGHT POLE (TYPE D) RA ID POLE P, [Q) ,AIL CB _p� 14J6 G� W 81454 METAL STEEL PO TRAFFIC CON 00 T ON ROL / WOOD TIE AA11') ACDIJAI T I WALK PUL-- 21453 soU TH 001.0-1 POLE W- 37 woo Z� y METAL GUARD pOLE E RAIL W-34A T pOLE CE3 33 LE S TKE CONCRETE VAULTS METER SAW RID GE RENNING LQ WALL 0 INV 83.20 INV 83. 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INV.62.40 (18'�-W) 1AfV 6780 INV 65.60 02" W) X ca TOP 94.20 INV 88.80 12'51Y) � INV 92. 90 lo_ S,) 55UH TOP 85. 30 INV 79.40 (4'#C) 11VV 78.70 (8�-E) INV 78.50 K8'W) INV 72.20 8!-St) SSW TOP 83.50 INV 71.60 (8- E) INV 74.30 (8: E) 11VV 71.30 (8 W) INV 7220 (8" 5,e) 10P 7724 INV 67.30 (8" IN-N) IAIV 6730 (8 'NEW ) INV (8- OUT -NW) C8 TOP 76, Y0_ INV 71.10 (12 "-f). INV 68.20 (12'�-NW TOP 90.90 INV 86,40 C9 TOP 98. 90 1AfV 96.60 (12=W) BOLLARD cs 7_0P 96.00 NV 9J.60 (1; II CON PAD CB f II TOP 85.20 80.90 80.90 Q, 59UH cf) TOP 225.00 U o NV 78.80 ((18f WE LLJ INV 79.60 1 J U) II - LLJ CL_ d- c� Q_ cf) ELEC. � CL MH CONCRETE RETAINING CONCRETE WALL WALL S TORA GE AND PLANTED AREA REFER TO EASEMEN Tf[-\ LIBER 7594, PAGE 373 \A cs TOP 75.40 NV 72.00 Q) LLJ METAL GUARD C> c) < 0 I m o LAJ u.j CL V) C) V) 5: LLJ cr_ DRAW jy APPROVED' RR SCALE 1"=201 DA W 01/09/2008 Mal NO.- 5013 AS-MILT.dwgi cd-evo I 3util.scr DRAINNO NO- AB-2