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App# 9-A1041 1 ( 188.17' N 88'51'13" E t 0,1 04 0j 0-A .0j I \ / I , I I I / a t L / 1 EXISTING PAVED \ / PARKING I � , I I ' I , #P03- // -'MAP 103 PCL 8 2.6 ACRES- .�. -- --18635/309 `. • f. �- I— •�IQi2ND FLOORXISiNG REMOVE ee.AND STEPS PROPOSED TWO STORY • ■„��! EXISTING , 4109 S.F. FOOTPRINT 1. .I\ . STORY DITION ...•0AM �.r 79.0' 1 REMOVE RAMP I —E � b LOCUS MAP SCALE 1 "=2000'± MAP 103 PCL 7 LOCUS IS WITHIN FEMA FLOOD ZONE C ! I AS SHOWN ON COMMUNITY PANEL #25001 50003 C DATED 6/17/1986 (NOT A FLOOD HAZARD ZONE) / ZONING SUMMARY ZONING DISTRICT: 83 BUSINESS DISTRICT ^ry11A o 4 Recessed metal halkle fixtures under porch coffit 0_1/ -- New 116A. pole lighting (2 heads — 70, REMOVE LIGHT (3) Watt me" .' halide fixture)2 eW.1.1 Concrete Paver Walkway : "Vineyard Blen:" vil PROPOSED W TREE W Ill i �� rn I � If J• , I —® jI I T EDG PAVE f I I � REMO WALK � I I#2211 I 11 I III f i MAP 103 PCL 7 (15) SPACES EXISTING 4VED PARKING57,736 SF 1.32 ACRES PARKING EASEMENT I I ( ( ® 6 SPACES FOR #231 I / L I 1,200± SF t ) Ek EDG (24) SPACES (INCLUDED WITHIN 6,864± SF) t 1 PA KING 1N :KN] II I I 76I.N09P, A NT t i t/ -■`\I AJL P RKING I IGHT S88 48'58 W 60.00' ; I' I I i..... I t i �._.% c?• .'.'.'..'..'.'..'.'.'.".' ............ ._..._._. N 30.09 I N 82' 19 15 1 60.00' — 4 —4 44.20' / S88'48 58 W / zo i I Z tib%rot PARKING AND ACCESS I I / D9 EASEMENT AREA N41f -----r ----------------------- e— — — — —6 8641 — — — _ N 89'0$'25"y E' cn GRANITE CURB ------- ------------- - I-r-7-7-� 0 X1,`0'-� 011 t / I 199.40' — — S 89'06725" W . :fI VV. / � CB IFA III III � 4tl LEGEND # LIGHT POLE ANTIQUE STYLE 04 GROUND LIGHT hr� HYDRANT OCATCH BASIN II -25 DATE -78 I "HIDDI DRIVEL ----- ------1 �, I RIM #231 MAP 93 PCL 11I i 20,272 SF 0.465 ACRES I I\ i t CODWAY INC. I I \ t 5001/327 I I \ I I \ ,� PARKING CALCULATIONS: OFFICE USE: 1 SPACE/2 OCCUPANTS, 1 OCCUPANT/100 SF = 1 SPACE /200 SF #221 7,742 SF (1/200) = 39 REQ. 46 PROVIDED (NOT INCL. 6 SHARED) 3 OF THE 46 SPACES ARE HP (ONE IS VAN ACCESSIBLE — 521 CMR) off 508-362-4541 fax 508 362-9680 do wn cape engineering, inc. C1 WL ENG/NEERS LAND SURVEYORS 939 Maln Street — YARM0U77-J ORT, MASS PERMIT SET— NOT FOR CONSTRUCTION Is;l. o .� 101, r OF LAND IN YARMOUTHPO_ RT, MA #221 WILLOW STREET PREPARED FOR CHARLES BILEZIKIAN SCALE: 1' 20' DATE: NOVEMBER 25, Scale: 1 "= 20' 0 10 20 30 40 50 FEET 08-282 221 WILLOW.DWG MIN. LOT SIZE REQUIRED: 40,000 S.F. PROVIDED: 57,736 SF I MIN. LOT FRONTAGE 10 ' Uj MIN. FRONT SETBACK 30'' 79.0 79.0' 1MIN. MIN. SIDE SETBACK 10, 76.5'** Uj REAR SETBACK 30' MAX. 22.4 BUILDING COVERAGE 35% I TOTAL IMPERVIOUS 707. 53.5 53.59 COWNER OF RECORD --- Q+ - - TWO THIRTY ONE WILLOW STREET TRUST [ra c% MILL LANE MANAGEMENT, INC. Q 231 WILLOW STREET �+ YARMOUTH PORT, MA 02675 0. REFERENCES d' v DEED BOOK 22105 PAGE 205 PLAN BOOK 414 PAGE 23 — SEW AC SYSTEM DESIGN DATA —'� / TITLE 5 SEWAGE FLOW DESIGN FLOW FOR FACILITY: PER EXISTING DISPOSAL WORKS CONSTRUCTION PERMITS + SEPTIC INSPECTION- - — — — — — EXISTING FLOW 600 GPD + 975 GPD = 1575 GPD REF. DWCP #'S 82-233 & #95-74 EXISTING NET OFFICE AREA: APPROX. 7200 SF— (75 GPD/1000 SF) = 540 GPD PROPOSED NET OFFICE AREA: APPROX. 7,750 SF— (75 GPD/1000 SF) = 582 GPD <1575 GPD OK SITE IN ZONE If: 57,736 SF (440 GPD/40,000 SF) = 635 GPD ALLOWED PER 310 CMR 15.214 -78 I "HIDDI DRIVEL ----- ------1 �, I RIM #231 MAP 93 PCL 11I i 20,272 SF 0.465 ACRES I I\ i t CODWAY INC. I I \ t 5001/327 I I \ I I \ ,� PARKING CALCULATIONS: OFFICE USE: 1 SPACE/2 OCCUPANTS, 1 OCCUPANT/100 SF = 1 SPACE /200 SF #221 7,742 SF (1/200) = 39 REQ. 46 PROVIDED (NOT INCL. 6 SHARED) 3 OF THE 46 SPACES ARE HP (ONE IS VAN ACCESSIBLE — 521 CMR) off 508-362-4541 fax 508 362-9680 do wn cape engineering, inc. C1 WL ENG/NEERS LAND SURVEYORS 939 Maln Street — YARM0U77-J ORT, MASS PERMIT SET— NOT FOR CONSTRUCTION Is;l. o .� 101, r OF LAND IN YARMOUTHPO_ RT, MA #221 WILLOW STREET PREPARED FOR CHARLES BILEZIKIAN SCALE: 1' 20' DATE: NOVEMBER 25, Scale: 1 "= 20' 0 10 20 30 40 50 FEET 08-282 221 WILLOW.DWG