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TOPOGRAPHIC & BOUNDARY SURVEY <br />LEGEND (A <br />STEEP SLOPE/BUFFER DISCLAIMER: <br />THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR <br />INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR IE(SW.) 24"CPP ASPHALT SURFACE P❑ POWER METER <br />CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR =449.25 ftAud'r'a'r'a'r BUILDING ® POWER TRANSFORMER V <br />GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE <br />PUBLIC DOCUMENTS, AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR CENTERLINE ROW O REBAR AS NOTED (FOUND) <br />THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, <br />THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR y E(S.) 12"DI=449.08' 0 CONCRETE SURFACE -SS- SEWER LINE <br />OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED <br />BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. RETAINING WALL <br />^N SEWER MANHOLE <br />FENCE LINE (CHAIN LINK) <br />STORM MANHOLE L <br />V FIRE DEPi CONNEC00N <br />N O{ SIGN (AS NOTED) <br />40 ® INLET (TYPE 1) VI <br />f ® INLET (SOLID) -SD- STORM DRAIN UNE <br />^ <br />n ( IN FEW LSO UGHT POLE SIZE TYPE TREE (AS NOTED) <br />2 I INCH = 20 FT. F�4 MONUMENT IN CASE (FOUND) m WATER GATE VALVE <br />PST❑ POST -W- WATER LINE <br />PH❑ POWER HAND HOLE WVW WATER VALVE <br />ID <br />TO <br />ILL <br />E <br />� 3 <br />M <br />M <br />in <br />0 <br />2 Q W ::In U <br />Z Wrn <br />4 Z N 1 3: <br />O <br />h i <br />END�{ L� a2 O <br />FENCE0VE 14" y ��T N `~ F F <br />10" V " '"1 / HOUSE PR�ON�� m z ~ m <br />Lu <br />E G 56.4' OQ V? cp Sl U �' rc o <br />P���l = w o > m W <br />PENC X o E Oil 0-N LLI <br />0.6'E <br />O <br />SDMH an >. <br />RIM 4T2J0' r N .ery WX% VI <br />ENS) 18"CPP a63.00' V 1a' e T SDMH <br />47171 - •�+9au� ) "` 0 <br />ELSE) 18"PVC=463.10' 12E � �0 -Z� � d <br />PENCE In <br />TOP OF STANDPIPE EL-468.70'k 3 nW IE(S) 18GPP=462J6 •A'. FT Q <br />5.0'EE 4� Q $� SOL <br />p' n <br />BOLO Oo SOL <br />SOL 0 CB (ME 1) FOUND <br />° ^; SO a > RIM=471.06' REBAR/CAP _ <br />,. ;, 4 IE(NW.) 15"PVC=465.66'-------- <br />4 S - \S Y IE(SE.) 18"PVC=465.56' - <br />44 S --0 CB (TYPE 1) SDMH <br />'-P d RIM 4T1JO' <br />ESNCE 3 •.:V " " BIMN=T165CPP=450.45' I V iP <br />03' DSO E(NW) 18^PVC=465.35' IES'N.) 12"CPP 450.65' E i CB (TYPE 1) '+ T LSD w& IE(SW) 24 CPP=4652O' ( c <br />3 IM-471.05 F A L "F <br />3 IE(NE./SE) 15 PVC-467.05' e Ts GO _SO rP <br />? sD d ��� rvv l �be44s e S <br />EMJ 18^Pva=462.77' cB (TYPE 1) <br />RIM=471Jf WIN so� °0 / <br />3 IE(NW.) 15"PVC=466.42 ,' SDV,> y r / <br />FENCE IE(SE.) 15"PVC=466.32' SO\ <br />Q <br />2 0' .E ¢ m SO Z6 � e <br />EO 1 mw SD ;Ta P <br />FEND O GE OF WATER ••CO r i:. SO I 0 C C <br />2.3'EE o NC WAIL R... 1 rF _SO-SO w°' g /CB (TYPE 1) 01 C C <br />=.287 <br />POND POND D_ F h IE(NE.) 112 PVC 466.23' Q <br />\ p IEE CB (TYPE 1) �+ q'� SO�SP p I IE(NW.) 15'PVC-466.08' L L <br />RIM=457.01' +^ / +W+ 0) <br />IE(N.) 4'PVC=455.01' wT ry / @ 3 <br />Y IE(SW/E.) 12"PVC=454.26' SIGN IE(NE.) 24'PVC=462,89' 0 9 y <br />IE(S.) 8'PVC=454.26' °0 I i <br />'NO PARKING" Sa <br />FOUND REBAR/CAP a LIN,) 6"PVC=463.6T 2' EVG IE(SE.) 6"DI=46292' a . s SIGN CL 3 <br />`°' s. w° 2" EVG 2" EVG 12' EVG 2' EVG FILM 2e "STOP" Q <br />0.02'N X OA9i v^ 2" EVG z > S SD SD L' a` g^ ,ry +''0 EII N <br />OF PROP '0 WA DGE OF WATER wsT 6� DEC "°2 SIGN N <br />GOOD LL "°E 1° 2 0 .• NO OURET' 0 <br />II> za F o s M ° GONG WALL EV '-I OD <br />/ 12 EVG° J <br />00 <br />/ 3P 1%a SIGN 2" EV - `D _ 's j('.'_' -.S .9 M:. oan , OD <br />e � Un <br />Uri <br />/ "NO PARKING' SD/ /X SD- SD -SD 5 50- y 'a^ 61GN 50 SD.� <br />SDMH CB (TYPE 1) D SO SD-5 NO PARKING Y <br />I s so� � RIM an.1 a' 3 ce (TYPE 1) <br />0 RIM=460.09' Ol <br />/ 3 a V2 / 50 IE(E.) 18"PVC=451 F+O RIM=4J4.35' N <br />E(E.) 12'PVC 455.49' <br />a x�50 �4' // f�Y�n�' �n�lE(SWJ 18"PVC- 1.64" dry' IE(W.) 12"PV 455.59' a ¢ IE(W.) 12'PVC=7TBV' ■' y <br />I11_\ IE(S) 8"PVG=4J1.85 <br />APPROX. LOCATION 0 .� Sp 5� �- wse a IS A 8"PVC 455, Y <br />.1 �+T [+ `t 5 �i C <br />/ PERECIttNRECORDS w 50 SP SO/RMCE (45JE04' RM((SOUD)=a57.26' I oO �N J 1 SE ' 0 �- C <br />/ IE(N) 8-PVC-,IS 4.64' m IE(N) 12 CMP 45026 s5' N 89'OB'30' W 802.91' 87 d <br />IE(E)aDI9547 IFA(SW)12CMP=a5041 <br />�---W W W-W W S&H wix W a J W�/'• GOING W-W W W W W a. W-W C W W W W-W W W W W W W� <br />/ RIM-461.47' m° 50 y .Y. .. " ^ . W <br />/ IE(NE) 12"CPP-45112 Sp wv RASP fiM. "�.• �• vsT"..... .. ♦ &' �S °Pm ". . J'. cr. •_ y o B c �� 44 00 <br />IE(S.) 12"PVC 452.92' msa - ' ■ <br />/ vrse C ,S s 3' .M. <br />FOUND REBAR/CAP g 0 s§ •>sy <br />/ LS/ 22969 / 12055 m GA ' �• STREET e ; UMP 5�g CI (TYPE 1) SDMH JOB NUMBER: 200271 <br />SDMH IM-480.25' CB TYPE 1 <br />/ RIM=459.67' ^ y0 a' _ED- SIGN CB (TYPE 1) IIE(N.) IPVC=458.05' RIM,) 2Y6' IM(4J4.53) DATE: 0310612020 <br />/ IE(NEJ 12^CMP=452.32' ,M.�. M=457.15' IE(W.) 18"PVC=450.46' (FILLED) DRAFTED BY: RSN <br />I IE(SW.) 18'PVC=4522T o 5 p ( y CB (TYPE 1) (NO VISIBLE PIPE) IE(N.) 20"CPP a50.a6' <br />/ TOP OF STANDPIPE EL=455.92' IM=455.77' CHECKED BY: WB <br />/ 5 IE(W.) 12'PVC=453.47' <br />/ sry Wye EDGE OF ut A ue.a W SCALE: 1" 20' <br />u3 SSMH REVISION HISTORY <br />IM=,56.26' <br />(NO VISIBLE PIPE) 03110120 PIPE ELEV <br />1 <br />0 � E(W) 12"PVC POND <br />/=452.05'�XL CB (TYPE 1) <br />/ IE(NE.) 12"PVC 'A 2 RIM=456.14 <br />/ E(E./SW.) 12^PVC <br />$0d' IE(NE.) VFPVC=452.00' L �=453.44' <br />=452.74' <br />P <br />SHEET NUMBER <br />20F 2 <br />