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HomeMy WebLinkAbout465 Station Avenue As-Built Plan for CVS 2LOCUS PLAN: N❑ SCALE TO >` BARNSTABLE LOCUS OLD�USE ROAD NOTES: I TO DENNIS LOCUS INFORMATION CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT. SETBACKS: MINIMUM LOT SIZE: EXISTING TOTAL LOT AREA: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: OVERLAY DISTRICT: 1. DETAILS DEPICTED ON THIS PLAN ARE BASED UPON AN AS -BUILT SURVEY PERFORMED ON 8/27/07. 2. ONLY DETAILS ASSOCIATED WITH THE NEW "CVS PHARMACY" ARE SHOWN ON THIS PLAN. 3. THERE ARE A TOTAL OF FIFTY THREE (53) PARKING SPACES INCLUDING THREE (3) HANDICAPPED PARKING SPACES, AND FIFTY (50) STANDARD PARKING SPACES. 4. UNDERGROUND INFILTRATION SYSTEM LOCATIONS ARE BASED ON DESIGN PLANS BY OTHERS. 5. SUBSURFACE UTILITY INFORMATION DEPICTED ON THIS PLAN IS FROM FIELD LOCATIONS AND INFORMATION PROVIDED BY THE CONSTRUCTION SITE SUPERVISOR. 6. SOME EXISTING TREES THAT WERE TO BE TRANSPLANTED ADJACENT TO THE N.Y. N.H. & H. R.R. DIED, AND WERE REPLACED AND APPROVED BY GREG SMITH FROM THE CAPE COD COMMISSION. 7. ALL DRAIN PIPES 12" HDPE PIPE. LEGEND 50.9 X SPOT ELEVATION C. B. ® CATCH BASIN DMH 0 DRAINAGE MANHOLE SMH(3) SEWER MANHOLE TMH 8 TELEPHONE MANHOLE LP LIGHT POLE UPL-j UTILITY POLE / LIGHT UPLTj UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP j UTILITY POLE -OHW - OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE 0 GMET GAS METER -G- GAS LINE -D- DRAIN LINE -S- SEWER LINE WG 0 WATER GATE - W- WATER LINE -RD- ROOF DRAIN LINE 508 778 8919 © 2007 The BSC Group, Inc. oD ROOF DRAIN Co 0 CLEAN OUT 0 M METAL BOLLARD DRAWN: P. HAGIST 3"-5" MAPLE TREE FILE: 80845-CVSAB2. DWG PARKING SPACE COUNT ,, 1.5" PINE TREE STATION CROSSING LLC BOOK 19980, PAGE 322 BOOK 247, PAGE 25 87 DIMENSIONS AND SETBACKS TO THE 41 INSTRUMENT SURVEY AND AS SHOWN ON B1 tN or WAS FRONT 75' SIDE 25' REAR 20' 25,000 S. F. 159,091±S.F, ZONE II "VILLAGE PLAZA" ZONE "C" AS SHOWN ON PANEL 250015 0004 C DATED JUNE 11, 1986 AP AUGUST 30, 2007 N/F VENT SEPTIC SYSTEM '.,; GRASS n " SMH.b -r s IM= INV IN=48.3 2. UNDERGROUND \ T 0S' INFILTRATION 0 SYSTEM = qes Ciiyf [ ,. /GRASS / TIMBER RETAINING RIP ..... : : �. SMH ..iNV: IN=48.4 ...::\� 0 UNDERGROUND INFILTRATION BITUMINOUS PAVEMENT CB SYSTEM ' RIM=53 7 o"s MH D ��-� Rlro+rs4.o� 4 t e� l�: �. H ff \ AIM=s4. £P s .:.. 10 ,1 '. : ..:;; :;' ; •. ":. '/ LP ' \ GRASS ..... \ EHH ..... r -r.. .... - s:.:: .. ... ... .... ..... 1.... ... jA _ GAS GAS'--- WS.'.".'�'L8S yLc:, .- ... .. .. \ ttA - MH' ...............'....... \c5S Gp.S�i �I� S GAS GAS - GASB- \ ` Z �..,. it �~---DM � =53.4 BITUMINOUS PAVEMENT �s RIM=54.1 CO _��, v / /CB f no CO V=49. RD C .� 1IM=SJ-1 S IlB co - NY=48.8 .......... 4t RIM=53.8 f > :::::... g CONS; f�F1R@::': fRS �c's L INV =50.4 �/ �.�-� It PLANTED AREA ALBERT DELOID� G ; ; ; : CONC. SID KRc - - - - f. p• `� , RD SIGN �:.Op \"•qr \, \ ASSESSORS MAP 87 a PARCEL 40 moo. � •'�/ GB COibjRD RIM=53.2 INV=49.9 I � SMH -M RIM=53.4 /:._. INV=50.5 �p1C£ =vi,' lir A GRASS `r CONC. K.:: DUMPSTER 9 a PAD 4 LP BITUMINOUS PAVEMENT . DRAINAGE `' CO INV=51.4 y TRENCH FtD GAS GQ4.'. METER S �M M I�J� ` jll� 1 CM LRD RD PLANTED AREA SIGN ` T -/ AWG 10 ARBORVITAE ESC' i. G HYD �e,/ METER GRASS ✓7( `' D w EMH (D T 1.1 J..:: BITUMINOUS PAVEMENT ' T PLANTED ARE\- GRASS { PLANTED AREA 0 GN INV=51.1 I Dllll6�\,'•• '• UPL LA 1NR� LP, SIVE / t 1 11 RI m� :CB o M=53.3 )RIM=53.4 , n CVS BUILDING 11j & INV=50.0 Q INV=49.0 ? 3 20.6' ,I TOP OF SLAB = 54.5 �j P 9 PEAK ELEV.=89.2 RD4-3 S CONC. CURB I o 4 PAVERS z -. a DMH y PAVERS 'T! STOP (TYP.) RIM=53.4 + a a:� � _ � / �..: moil I:.L�-Ro D D {; DMH 20 0-. o: i z) { RIM=53.1 Ll IN=49.0 I / \ j ; GRANITE CURB FIRE CONTROL { � .UT=48,8 i GRASS N. STAND PIPES I DMH I - I EMH l RIM=�3.� - - - OVERHANG - - - - A MP SUP PAD RAMP 1 ii CONCR E SIDEWALK - ' - - - - - - � O ... - --'PDQ ce - �. :cs12s - f _(L b ---- ::...... .............. .. 6 ZEN .. ' ' . ' ' ' ' - ' ' RIM -52.9 I } : R4M=53.5 +-,�_ l.: p E C --STV 4g 4 E NV=48� 'SIGN BR.: H ., M f� EMH 8 E :'..�L ' 'E-.-._� I w SIGN ,/ ✓� .. WG i \ LPA �_.' I W w SIGN SIGN P UNDERGROUND INFILTRATION SYSTEM L--- EXISTING BUILDING �y kt W- 3 W_ WG m_ BITUMINOUS PAVEMENT `...� VEN�::,: s ww ........... . ER - - - - - - - - - - - I 3H ::L' ` UNDERGROUND' ' - %'_% - I /\/\ /\ /\ /\ /\ m INFILTRATION DMH my SYSTEM PLANTED AREA RIM -53.1 �f1 J l y f l` J 1` J l �f I RIM=53.2 0 m UNDERGROUND 0 INFILTRATION SYSTEM .::�......... ............._._._._.._.._ ......_ \ I I EXISTING BUILDING S42'43'1 0"W 300.50' N/F STATION CROSSING LLC N ASSESSORS MAP 87 0) PARCEL 41 �I 159, 091 t S. F. J O D m Z m REVISIONS: N0. DATE DEC:,-, FILE COPY I CERTIFY TO THE BEST OF M) PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. tN or WAS CRAIG 38039 �I f PROFESSIONAL LAND SURVEYOR DATI AS -BUILT PLAN "CVS PHARMACY" "VILLAGE PLAZA" 451 STATION AVENUE IN SOUTH YARMOUTH MAS SAC H U S ETTS (BARNSTABLE COUNTY) AUGUST 30, 2007 FILE COPY PREPARED FOR: NEW ENGLAND RETAIL CONSTRUCTION 139 SOUTH MAIN STREET FALL RIVER, MA 02721 sc- 349 Main Strect, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1 " = 20' 0 2.5 5 10 METERS 0 10 20 40 FEET PROJ. MGR.: C. FIELD FIELD: DPG/NM CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 80845-CVSAB2. DWG DWG. N0: 5153-07 SHEET 1 OF 1 JOB. N0: 4-8084.03