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HomeMy Public PortalAboutControl Docs_201510261452547482 N O � Crt C LEGEND BUILDING PROPERTY LINE W/ S81'56-34"E BEARING DISTANCE 116.23' 127.00 127.00 CONTOUR 70 STOCKADE FENCE 'v N CHAINLINK FENCE PICKET FENCE . . . . . w SEWER LINE S o0 DRAIN LINE D o N J WATER LINE W m a GAS LINE C o w cv o GAS VALVE Dd o wv w WATER VALVE m a DRAIN MANHOLE EX. AVE. GRADE FIRST FLOOR EL. 100.0 - SEWER MANHOLE SQ EL. 94.6 98.90 CATCH BASIN ❑ UTILITY POLE n / LIGHT POLE # ,"xu u - >s S4 60.00o--p-- 8 OxS � 95.2 STOCKADE FENCE " (A PROX.) TNT DECIDUOUS TREE DEC. 22" \ cw 9 x w 91.5 BASEMENT (APPROX.) CONIFEROUS TREE CON. 12" x7 n wo 9 x8 0 PROPOSED BUILDING HEIGHT RET. WALL N \\ NOT TO SCALE w v LOT AREA \ z z 6.000f s.f. 92 \ w z Ei PATIO z < z z o I \ \ U - J \9a a EXISTING AVERAGE GRADE CALCULATION: x \ \ FRONT LOT LINE: 94.6+97.1+99.3=291/3=97.0 - ONC. WALK \� \ NORTH SIDE LOT LINE: 99.3+99.2+97.1+94.7+93.0=483.3/5=96 7 \ REAR LOT LINE: 94.0+92.0+90.5+=276.5/3=92.2 / �12.0' ////////ta.°' // //// \ \ SOUTH SIDE LOT LINE: 90.5+90.6+92.5+94.5+94.6=462.9/5=92.6 A \ \ 9�. 9S� \ \ AVERAGE ALL SIDES: 97.0+96.7+92.2+92.6/4=94.6 \ \ 98 / \ WOOD \ DECK 96\ 0 0 0 �\ \ �-13.3' 4' o N I \ f m O_ ///•t0A'///// 32.8' O M rn N IU Z I O 99 I a 1n o it Q PROPOSED 3 W \ " N m m \ WOOD a 2ND STORY ADDITION \ \ SHED ;; PEAK EL.=118.00 " 9 u- \\ v 14' \ \ 401 m 32.8' \ \\ I I I 7 I 8.3' 5 p 1 2.3' M .z' PROO 1 OY 58, II \ _ ADDITION I o l i BITUMINOUS I g 3 BRICK DRIVELANDING I �r TIN L N o OVERHANGCA ■ o / ICI II II 1 PFLAG OLE / 3 /� �� ZONING CHART t\, 60.00' N g}x$., �_ _ WATERTOWN, MASSACHUSETTS ` I N40'27'50"E- \ ( ZONE: S-6 SUBMISSION:PROPOSED REGULATION REQUIRED EXISTING PROPOSED LOT AREA 6,000s.f. 6,000±s.f. N/C IF N/C LOT FRONTAGE 65.0' 60.0' \ \ ! I FRONT SETBACK 25.0' 22.2' N/C DMW I SIDE SETBACK 12.0'/10.0' 8.3' N/C I \� o �` Q 01 ' \RIM=93.76 I REAR SETBACK 20.0' 36.6' N/C D CD D Q D D D -�- D 1 D ( ® 1 SMH I BUILDING HEIGHT 35.0' 22.1' 32.4' \ P/LGRIM ROAD PIM-82'89 I MAX. BUILDING COVERAGE 25.0% 22.2% N/C S 8 SEWESI -0 S-6.3% S S _� O NV.=86.69 � ( MAX. IMPERVIOUS 85% 36.5% N/C \ 31 MIN. OPEN SPACE 15% 70.0% N/C 8 ' " WATER/ W W I W IW W W W W W W W W v I TOPOGRAPHIC SITE PLAN WATERTOWN, MASSACHUSETTS SHOWING PROPOSED CONDITIONS AT #30 PILGRIM ROAD SCALE: tin.=loft. DATE: OCTOBER 2, 2015 PROJECT: 215211 vTP 4880C 1 N ob INC. z 0 5 10 20 40 7 (' LAND SURVEYORS - CIVIL ENGINEERS. 132 < ADAMS STREET 2ND FLOOR SUITE 3 < NEWTON,617) 332A 82 158 � SCALE: 1' =10 �, N © .' SHEET 1 OF 1 f\ I iAA IN -- I. I — ---- - go i ; I I I j 1 I I 'V 30 Ll1�w-iw�- I� i p�liz l � I F i i I, I I — - t i t Dn_,-T'b w 0 1� P i I Sire Win- o ca.rz 4*IA- VtfNiti �a�l"�1h-+i.ti IJ4, w A�ITI \3ri o t I I t I i (iST . �>ur ,4.0o Q 9 f I . j - T # -M�7) � `�i� Pans n _� ._�1 LEA' -`s i ;1 B L�V ATI nil Vs-)A-ZZ�—Mw►J cM la f I � f i � a C s I � I - JJ�� � t 10 JIM tv i - f UT* *Z- Eti.iS-r i�t- F 18 3Z - 6'' 30 ,flL M �D I va f v � u0 �-re P ova >J I