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HomeMy WebLinkAbout465 Station Avenue As-Built Plan for CVS 3LOCUS PLAN: NO SCALE G� F TO DENNIS Ill TO 7` BARNSTABLE LOCUS ROAD OLD Td`dNHONSE 9 L� LOCUS INFORMATION CURRENT OWNER: STATION CROSSING LLC TITLE REFERENCE: BOOK 19980, PAGE 322 PLAN REFERENCE: BOOK 247, PAGE 25 ASSESSORS MAP: 87 PARCEL: 41 ZONING DISTRICT: 61 SETBACKS: FRONT 75' UTILITY POLE / LIGHT SIDE 25' UTILITY POLE / LIGHT & TRANSFORMER REAR 20' MINIMUM LOT SIZE: 25,000 S.F. EXISTING TOTAL LOT AREA: 159,091±S.F. NITROGEN SENSITIVE o EHH ZONE: ZONE II FEMA FLOOD ZONE "C" AS SHOWN ON PANEL ZONE DISTRICT: 250015 0004 C DATED JUNE 11, 1986 OVERLAY DISTRICT: AP NOTES: 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 SPOTELEVATION C.B. ® CATCH BASIN DMH ® DRAINAGE MANHOLE SMH DO SEWER MANHOLE TMH O TELEPHONE MANHOLE L P LIGHT POLE UPL-* UTILITY POLE / LIGHT UPLT UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP ¢ UTILITY POLE -OHW - OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE ® GMET GAS METER -G- GAS LINE -D- DRAIN LINE -S- SEWER LINE WG ® WATER GATE - W- WATER LINE -RD- ROOF DRAIN LINE oD ROOF DRAIN CO 0 CLEAN OUT M METAL BOLLARD O CALC./DESIGN: P. HAGIST 0 3"-5" MAPLE TREE FILE: 8084S-CVSAB2. DWG PARKING SPACE COUNT 1.5" PINE TREE SHEET 1 OF 1 h N/F < 9S VENT 37. SS 3 SEPTIC SYSTEM �GRASS SMH, �E -•' S 0 \ Nov 4 1' INV IN -48.3 t ... S ` ?RAS' % ��-r N RF f A/ . 05 - UNDERGROUND INFILTRATION D Q geS l \ VNf �h INFILTRATION SYSTEM � � :: SyS G14 �.• TIMBER RETAINING RIP S p /GRASS ..... MH NV IN -484 \ V UNDERGftUND BITUMINOUS PAVEMENT INFILTRATIONSYSTEMCB / '!I \�"�•VE RIM 54.0/ H . EPI s l ..:t0%... °o m .RIM =54. \ 0 Pres e GRASS EHH OU RB- s- ..................:; .. .... ' MH''' WS-- WS---Ges,�•-'LAS' ' [�n - UAY ' Gas -D =53.4 BITUMINOUS PAVEMENT - DMH .. \ ._' �_✓ Esq '.> RIM 54. CO CO IM 53 1 COQ n �i A s CO V=49. rmNV 488.5• FRS �cq' `�� ,CONS CURB ; �r0 Yr � NM=50.4 f/ ® CONC. SID K_. ::. PLANTED NTED AREA - - - N .. S G 1:. RD BITUMINOUS PAVEMENT q .'-. c4 ALBERT DELOID uy 0 02 �2 Pte' r INV=51.1 N�•.. PLANTED ARE\ ��. Z ASSESSORS MAP 87 a : oo�F ��r % I s / GRASS gs 0)PARCEL 40 I o�\OJ I PLANTED AREA 1 / N v GN J0 0 C�- f f I UPL �lu`Fr � f RM=53.2 ' INV=511 . I : �I111L1 \ nI 1 INV=49.9 .,� m �CI�E l 1 I INRU llMH AD N { T� ` ' M I e 11 m I S RIM -53.4 I "€� N INK CB ' 1/ RIM 53.3 Y��{I I n INV=50.5 C XC6 1 -I INV=50.0 p NIV=49.0 9 20.6' I. vc CVS BUILDING ,, ,n RAt ` g :' TOP OF SLAB = 54.5 I ` v ro i .4: p RD T s PEAK ELEV.=89.2 "n I m. O I i o .0 PAVERS z �� GRASS : DUOMPSTER I: CONC. CURB DMH m PAVERS ° p _ '.. &Ns PAD I �:� STOP (TYP.)o RIM=53.4 y+ LP I i _ - vi -BITUMINOUS PAVEMENT I� A J DRAINAGE N6 1 CO INV=51.41 I:.�no-no D D %.i: p"1. ` 20.0' TRENCH �I •FR g' '... nlIM=53.1 I i :I : n uGRANITE CURB GAS V IN=49.0 GRASS N j OM FIRE CONTROL I::I: DMH EMH METER OM I ..I�.B ��''"\y '.:.` OM STAND PIPES 11'1 RIM=�3.� f } ..{ ' MJF \'.'. '� -�O ----- --- RAMP ii 129.6' - - \.,� / L�_�RD _ -fib RAMP 3(Jp PAD _ 1 i::: I E - .. / ~ OW MER1'V1� OVERHANG _ _ -AREA PLANTED AREA �. _ _ _ /SIGN T ELEC. J l G CONCR E SIDEWALK _ = N 10 ARBORVITAE `" oo METER "' -- -- V 4 __ _ ' � � � RM 52.9 I i :�: RM 53.5 o -b HYD : ED AREk I C6N�:'..... 1N X48.8 _� SIG I/ /: ��. GRASS �I E _� w E E E E E I. .:E �1 SIGNQ :. rL 4 b EMH O T'' ' '.'. •'EMH W.:: ''.VJ _'� _T�- ::•:( } . { �.' �� SIGIJ`'NG WG r 111 r .. I � w..:: '::\4..J- BR.. EURB H OM LPO �::: I SIGN SIGN F.. 54� .... W - w _ UNDERGROUND' ........ _ _ _ _ _ iN TRANSFORMER - - - - i 3HC INFILTRATION W w W6 PAD / \ SYSTEM PLANTED AREA O 3 RM=53.11 OD ��` I(�IIDM RMH53.2 m 0 UNDERGROUND / _ _ - - _ _ I BITUMINOUS PAVEMENT Z Z INFILTRATION - - - 5 - SYSTEM BITUMINOUS PAVEMENT g UNDERGROUND o A 0 INFILTRATION J SYSTEM _- - V l 3 I EXISTING BUILDING S42'43'10"W 300.50' N/F STATION CROSSING LLC ASSESSORS MAP 87 PARCEL 41 159, 091 t S. F. REVISIONS: NO. DATE - FILE COPY I CERTIFY TO THE BEST OF MY 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. OF44 ao���tM sc GPrLleuo A 8 Fe °; 38039 i 00 Z� PROFE SIONAL LAND SURVEYOR DATE AS -BUILT PLAN "CVS PHARMACY" 'VILLAGE PLAZA" 451 STATION AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) AUGUST 30, 2007 FILA COPS PREPARED FOR: NEW ENGLAND RETAIL CONSTRUCTION 139 SOUTH MAIN STREET FALL RIVER, MA 02721 BGTROU 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1 " = 20' 0 2.5 5 10 MEMn 0 10 20 40 er PROJ. MGR.: C. FIELD FIELD: DPG/NM CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8084S-CVSAB2. DWG DWG. NO: 5153-07 SHEET 1 OF 1 JOB. NO: 4-8084.03