REVISED Site Plan 10-20-22(Stamped)SSMHR=98.49SSMHR=100.80HYDRANTUPUPSSMHR=102.12SSMHR=102.04SSMHR=98.92WATERSHUTOFFS 77° 43' 16" E95.73'S 12° 16' 44" W200.00'N 77° 43' 22" W96.81'N 12° 35' 24" E 200.01'
S S S S S S S S S S S S S S S S S S S S SP L A N T SEX. EOPG U T T E R L I N EEX. PAVEDAREAT H O R N T O N D R I V E
(50' WIDE - PRIVATE)
G U T T E R L I N EEDGE OF PAVEMENT
EDGE OF PAVEMENT PARCEL296021PARCEL296017#157EXISTINGSTEEL BUILDINGF.F. EL. = 102.1PLANTERELEC. METERF.F. EL. = 105.2F.F. EL. = 99.1PLANTSPLANTSEX. EOPOHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWEXISTINGPAVED AREAPAVED AREATIMBERWALLWOODSTEPS"NORTHEASTTOOL SUPPLY"SIGNBLOCKWALLEDGE OF PAVEMENTEX. CONTAINERPLANTER110108106104102100989694928880788284868890929496969
4
9
8 1021061101121081061041021009890 92 94
96
98102
104100WOODSTEPSC O N T A I N E RC O N T A I N E RPAVED AREAS
T
A
T
E
Z
O
N
E
I
I
S
T
A
T
E
Z
O
N
E
I
I
(
W
P
)
W
E
L
L
P
R
O
T
E
C
T
I
O
N
O
V
E
R
L
A
Y
D
I
S
T
R
I
C
T LOT 1919,254 S.F.PARCEL2960020011.6'44.6'50'725 S.F.ADDITIONSTORAGEFF=96.1NEWPAVEMENT7.2'4.8'D
D
DDD
D
D
91.0x95.0x91.0x95.0x90.0x94.0x 4' RETAINING WALLWITH STAIRS2' SUBSURFACE DRAINAGE LEACH TRENCHWITH 4" PERFORATEDPVC PIPE EL = 91.0, TRENCH TO BE CONNECTEDTOO ROOF DRAIN DRYWELLS, PROVIDELINER ALONG FACE OF WALL9
293.0x50'41.7'44.6'9695.5x95.5x96.1x94 REGRADE AND PAVE (SHADED)AREA FOR DRIVE-IN ACCESS20.0' STRIPE 4 EXISTING PARKINGSPACES ON EX. ASPHALT STRIPE 4 NEW/EXSTINGPARKING SPACESSAWCUTPAVEMENT10694927.0'90DDDDD 6 DIA, 6' HIGH ROOF DRAINDRYWELL WITH 1' STONE (TYP)WITH MANHOLE COVERON 6" STONE (BOT STONE EL = 88.5711 S.F.EX. STORAGE1,292 S.F.EX. RETAIL2,026 S.F.EX. STORAGE2,026 S.F.EX. STORAGE2ND FLOOROFFICE695 S.F.DEEP SUMP CATCH BASINRIM =93.80INV IN(ROOF) = 91.5INV PVC TRENCH = 91.0CAPE COD BERM14'
14.9'
55.4'1.6'96 99.1x99.1x99.1x EXISTING LANDSCAPEAREA TO BE REMOVEDNOT TO SCALELOCUS MAP NNAD 83LOCUSPREPARED FOR:PREPARED BY:DRAWING TITLE:PROJECT:ASSESSORS INFORMATION:SUMMERFIELD PARK800 FALMOUTH ROAD SUITE 301CMASHPEE, MA 02649508.477.7272 PHONE508.477.9072 FAXwww.CapeEng.comSHEET NO.: OFDATE:DRAWN BY:CHECKED BY:11HYANNIS, MASSACHUSETTSHYANNIS, MA 02601157 THORNTON DRIVECHRIS SAUCIERNORTHEAST TOOL SUPPLYMDMCAPRIL 15, 2022BUILDING ADDITION AND SITE PLANMAP 269 PARCEL 019DESCRIPTIONDATECHKBY5/31/22ADD PARKING AND SEWER SUMMARY, ADD DRAINAGEMD10/20/22REDUCE BUILDING ADDITION SIZEMDNOTICETHIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE &ISLANDS ENGINEERING, INC.UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON ORPERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THISPLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC.COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED157 THORNTON DRIVEGENERAL NOTESLOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONSBASED ON THE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA-MAINLANDCOORDINATE SYSTEM, DATUM: NAD 83, UNITS: U.S. SURVEY FEET.DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TOCORNER BOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITHA PRECISION OF ONE TENTH (0.1') OF A FOOT.THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED1" LOWER THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OFBUILDINGS WAS NOT PERFORMED.ZONING DISTRICT: INDPROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF MINIMALFLOOD HAZARD ZONE X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ONFLOOD INSURANCE RATE MAP NO. 25001C0566J, WITH A MAP EFFECTIVEDATE OF JULY 16, 2014.A PORTION OF THIS LOT IS LOCATED WITHIN A DEP APPROVED ZONE II WELLHEADPROTECTION AREA.A PORTION OF THIS LOT IS LOCATED WITHIN THE WELL PROTECTION OVERLAY DISTRICT.THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIESAREA.WIND EXPOSURE CATEGORY: ZONE BLOT COVERAGE BY STRUCTURELOT AREA = 19,254 S.F.EXISTING LOT COVERAGE BY STRUCTURE= 6,085 S.F. (31.3%)PROPOSED LOT COVERAGE BY STRUCTURE= 6,812 S.F. (35.4%*)* LOT COVERAGE VARIANCE REQUIREDDEED REFERENCE: BOOK 31044 PAGE 223PLAN REFERENCE:BOOK 242 PAGE 55 F2OWNER: 157 THORNTON, LLC16 OLD HYANNIS ROADYARMOUTH PORT MA 02675THORNTON_157_SAUCIER_SP0SCALE:1020401" = 20'UGWWSSOHWCATVCOMDDDEEEOEOEE/TE/TUEUEE/T/CFFMFMGGRDRDSSSTTTOTT/CWWUNKNOWN MANHOLETELEPHONE MANHOLECABLE TV MANHOLEHYDRANTWATER SHUTOFFGAS GATECATCH BASIN SQUARECATCH BASIN ROUNDTRAFFIC CONTROL BOXTRAFFIC SIGNALUTILITY POLEGUY POLEGUY WIRELIGHT POLEELECTRIC HANDHOLETELEPHONE HANDHOLECABLE TV HANDHOLESIGNFLAGPOLECONIFEROUS TREEDECIDUOUS TREEUNKNOWN HANDHOLEWATERGATEWELLWATER METER PITELECTRIC METERSEWER CLEANOUTSEWER MANHOLEEHHTHHCHHD-BOXSEPTIC VENTUNKNOWN HANDHOLEMETAL COVERSEWER MANHOLEDRAIN MANHOLELIGHT POSTPOSTTEST PITHHTREE LINECABLE TV LINECOMMUNICATIONS LINEDRAIN LINEOVERHEAD WIRESOVERHEAD ELECTRICELECTRIC/TELEPHONEUNDERGROUND ELECTRICELECTRIC LINEELEC./TELE/CATVFIRE ALARM LINESEWER FORCE MAINGAS LINEROOF DRAINSANITARY SEWER LINETELEPHONE LINEOVERHEAD TELEPHONE LINETELEPHONE / CABLE TVWATER LINEBLOCK WALLPOST & RAIL FENCESTOCKADE FENCExxxPICKET ROWxxxxCHAINLINK FENCEoooooooooooGUARDRAILLOWLIMIT OF WORKHAYBALE ROWCBCOASTAL BANKLEGENDIRON PIPE FOUNDCONCRETE BOUNDIPCBTREE STUMPSTONE BOUNDSBRCROD CAPSHRUBCONIFEROUS SHRUB1 1/2" HOT MIX ASPHALTWEARING COURSE1 1/2" HOT MIX ASPHALTBINDER COURSE10" COMPACTED GRAVELBORROW BASE, SEE BELOWCOMPACTED SUBGRADEBITUMINOUS CONCRETE PAVEMENT SECTIONHOT MIX ASPHALT PAVEMENT SECTIONNOT TO SCALEROOF DRAIN DRYWELL DETAIL5' STONE DEPTH
BACK FILL WITHCLEAN MATERIAL6' STONE BASE4' DIAMETER4' STRUCTURE HEIGHT
6" HDPE24" DIAM. METAL FRAME ANDCOVER WITH "DRAIN" STAMPEDON COVER SET TO FINISH GRADEH-20 RISER FOR EACH PITCONTRACTOR SHALL REMOVEANY UNSUITABLE MATERIALPRIOR TO PLACING STONEBASE.PARKING SUMMARYBUILDING AREA USEPARKING REQUIRED695 S.F. EXISTING 1 UNIT OFFICE (2ND FLR) @ 1/300 S.F. + 1 PER UNIT41,292 S.F. EXISTING 1 UNIT RETAIL @ 1/200 S.F. + 1 PER UNITS84,763 S.F. EXISTING STORAGE @ 1/700 S.F.7725 S.F. PROPOSED STORAGE @ 1/700 S.F.2TOTAL GROSS FLOOR AREA 7,475 S.F.REQUIRED PARKING21PROPOSED PARKING14* RELIEF REQUESTED FOR REDUCED PARKING SPACESSEWER SUMMARYBUILDING AREA USETITLE 5 FLOW695 S.F. EXISTING OFFICE @ 75 GPD / 1000 SF72 GPD1,292 S.F. EXISTING RETAIL @ 50 GPD / 1000 SF65 GPD4,763 S.F. EXISTING STORAGE @ 15 GPD / EMPLOYEE - 1 EMPLOYEE15 GPD725 S.F. PROPOSED STORAGE @ 15 GPD / EMPLOEE - 1 ADDITIONAL15 GPDEXISTING TITLE 5 SEWER FLOW152 GPDPROPOSED TITLE 5 SEWER FLOW167 GPD