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Decision 4086 As Built PlanLOCUS PLAN. NO SCALE 0 LOCUS OLD TdWNOOUSE ROAD NOTES: TO DENNIS LOCUS INFORMATION CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT: SETBACKS: �Tq MINIMUM LOT SIZE: 9L TfO� EXISTING TOTAL LOT AREA: NITROGEN SENSITIVE F 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. DELEVATION 50.9 XL�� SPOT C.B. 0 CATCH BASIN DMH ® DRAINAGE MANHOLE SMH OO SEWER MANHOLE TMH 0 TELEPHONE MANHOLE LP 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 0 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 O CLEAN OUT M METAL BOLLARD 0 CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST 3"-5" MAPLE TREE FILE: 80845-CVSAB2. DWG PARKING SPACE COUNT A 1.5" PINE TREE STATION CROSSING LLC BOOK 19980, PAGE 322 BOOK 247, PAGE 25 87 41 B1 FRONT 75' SIDE 25' REAR 20' 25,000 S. F. 159,091 ±S.F. ZONE II ZONE "C" AS SHOWN ON PANEL 250015 0004 C DATED JUNE 11, 19 AP N/F ALBERT DELOID ASSESSORS MAP 87 PARCEL 40 cB - RIM=53.2 INV=49.9 VENT SEPTIC SYSTEM ;1 GRASS SMH4C _S RIM= o � 'Yrs, _ ` = 2• \ ti �. SJ INV IN -48.3 gin,`.,:• 4� UNDERGROUND n S \ iRFF /yINFILTRATION O /• SYSTEM ti GRASS Iy TIMBER RETAINING WALL MH ..iNV IN=48.4 \ F UNDERG UNDTI / BITUMINOUS PAVEMENTINFI�TEM N RIP RAPS ' s RIM=53.7 DMH ✓ % / \ % �� 1C RM=54.0 e OU \ _ �. .. ......�.._ . GRASS O OEHH I f_INOUS 90 to .. �S�_.� .. a Mhf� GPsi ' ' ' • � �_ � 4 �` � � � =53.4 BITUMINOUS PAVEMENT DM : .. RIM 54.1 CO COCO �21ty)_--531 S pq� s /CB CO 44IV 490 no--.-.iNV=488......... ao _ ,;`.. S RIM=53.8= ' PLANTED AREA SIG Gf \mss\ ,'.INV=50.4 j' .. ��.. CONC. SID K - - - - c R P N N .. D BITUMINOUS PAVEMENT � s O„ oGp?J��P� j1 INV=51.1 I .. FM' PLANTEDE\. GRASS -P PLANTED AREA 1` N W GN kD 5 u CUPL �-� � INV=51.1 I � .:: DRi1'E� `�::/��J , � � >ItoINRLP xl npI l ' EM SMH-�..'` • M'%" :� I .. ap`� ) ::_ S RIM=53.4 I -fry N UNK 1 Ei 11 RM=53.3 RB n 1 INV=50.5 G X A IM=53 4 :A 6' 20.6' f �NGE CVS BUILDING g INv=so.o a INv=4s o s J'. TOP OF SLAB = 54.5 RD 0 CONICPEAK ELEV.-89.2 RD f"r o my zi; PAVERS GRASS DUMPSTER COC.T .a ! >oz m DMH PAVERS o R PAD I '' STOP (TYP.) a 4 a? av7a, LP o RIM=53.4 ' .''OITUMINOUS PAVEMENT I I: .': a6 CO i; :I ...� 0 W TRNDRAINAGE \ INV=51.4 1 1 Lao_,. D i i 1 `� 20.0' =1 DMH E p ao zl I:: RIM=53.1 v I`uy`r�1 si :: - • GRANITE CURB ?� VO�G?'s�` METER , OM �GASI ; INV IN=49.0 I / \ I: _ GRASS 'v // I ...Ts t om FIRE CONTROL I : DMH EMH M �J� �Il� @ OM STAND PIPES I RIM=%�3.� \:'. '�. r '\ A Lao_ ae - - - RAM? I �' 129.6' OVERHANG WG 0�/ERFiAF1� - PLANTED AREA SIGN 1 ELEC. J CONCR E SIDEWALK - CB '0 ARBORVITAE �- .METER ! .. w G -.'*- :�".. ::: .. .. ' ''a60 i. RIM=52.9 - - =53.5 -t N '•� I � ;i: RIM HYD \ f� D ARETN I.r.--.. ..C75NZ`'.... SIG GRASS �% /' �:�V=49.4NVw4� a\ I 8 EMH r IG E E F E E L :E W SIGN .. H .... tt` �` M fMH iC�W..�^r'. :;.`•SIGN IT.: CURB l a W .. T_Sl �wG` : �� % ..: I w I SIGN SIGN:: tiV C. TF NSIjORMER - - - - I vv UNDERGROUND 31 w v✓ 'N WG PAD J I / \ / \ / \ / \ / \ / \ I m SYSTEM INFILTRATION PLANTED AREA DMDM RMH53.13!PA ��Ii``I(©/IRMH53.2 m O / EXISTING BUILDING S42'43'10"W 300.50' N /F STATION CROSSING LLC ASSESSORS MAP 87 PARCEL 41 159,091 ±S.F. REVISIONS: NO. DATE DESC. 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. OF. 3 cP,A,o w FIELD t 38DS9 PROFE SIONAL LAND SURVEYOR DATE AS -BUILT PLAN "CVS PHARMACY" 'VILLAGE PLAZA"' 451 STATION AVENUE I �,I SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) AUGUST 30, 2007 PREPARED FOR: NEW ENGLAND RETAIL CONSTRUCTION 139 SOUTH MAIN STREET FALL RIVER, MA 02721 so""l BSK GRIDUP 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 uEME 0 10 20 40 Fm PROJ. MGR.: C. FIELD FIELD: DPG/NM CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 80845-CVSAB2. DWG DWG. NO: 5153-07 SHEET 1 OF 1 JOB. NO' 4-8084.03