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HomeMy WebLinkAboutSite plan 7.30.2026LEGEND 99 -- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[99}— PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH, 0 TEST HOLE 0 CONCRETE BOUND UTILITY POLE FIRE HYDRANT CATCH BASIN c LIGHT POST WATER SHUT OFF — X — FENCE —W— WATER LINE G GAS LINE — OHE -- OVERHEAD ELECTRIC -- S -- SEWER LINE NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAVMG J D ICE #26--204 CONSERVATION SUMMARY HARDSCAPE IN 0-50' COASTAL BANK BUFFER: EXISTING: PROPOSED. CHANGE: STRUCTURES: 2,055f SF 2,055t SF 0 MINOR STRUCTURES: 2,702f SF 2,702t SF 0 HARDSCAPE IN 50'-100' COASTAL BANK BUFFER: EXISTING: PROPOSED: CHANGE: STRUCTURES: 0 SF 0 SF 0 MINOR STRUCTURES: 0 SF 0 SF 0 HARDSCAPE IN THE INNER RIPARIAN ZONE: EXISTING: PROPOSED: CHANGE: STRUCTURES: 1,270t SF 1,270t SF 0 MINOR STRUCTURES: 1,191 t SF 1,191 t SF 0 NOTES 1. DATUM IS NAwge 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH TOWN. 5. ALL REMOVED MATERIALS SHALL BE DISPOSED OF PROPERLY OFF SITE. HARDSCAPE IN THE OUTER RIPARIAN ZONE: \' EXISTING: PROPOSED: CHANGE: 1 STRUCTURES: 785f SF 785f SF 0 \ \ 1 MINOR STRUCTURES: 1,512t SF 1,512f SF 0 `� 1 ALL PROPOSED WORK CONSISTS OF REPLACING AND/OR REPAIRING DECK, STEPS, PATIO, AND RETAINING WALLS WITHIN THEIR EXISTING FOOTPRINTS. THEREFORE, NO MITIGATION IS PROPOSED. � ,� � j � 1 '\ \ `` � -,. � � � ' ` .ems � \• � \ \ � � i, 'ti �� � I �1 I ' II 11 1 � \� ti' !1 � � -� __ ' � 2 �3 � � � �� ' L�T i�9• , �. � ,��,.� , � � 27 2 �� TOTAL AREA: 24,603f S.F. �� 29—� \b\' UPLAND AREA: 24,603t S.F. GRA VFL (T)Ii ,� r0 VCN 7� . AEM� A PLACE ROTTED AND AGING TIMBER. • 1 1 \ \ ` 3 7 - —, • 2 \WALLS AND STEPS IN KIND 1 �3 E �I" 5 OR REPLACE WITH OTHER O, /�O� v k # 1 LSTOIiiE OR CONCRETE DRY• /� lZ \ 1 LAID PAVERS W111V c� l SAME FOOTPRINT. \ \ \RE0L4C� J'Q STAIN/N4; WALL', EXISTING STONE/ STEP j \G ' p14� \ \ �E,� A EGr\ SVRFA00, �\ / N6 BECK y� z F I! PROPOSe�D 1 A A A, �, A �XIS1`IIVG TIMBER j I WORK LIMIT 1 \ \ ac3� 'Ii F_ ! t WALLS, STEPS, &f () �, 11 I BQRDERS (TYP.) 4 1 \ C _ a i \. ISTIN D O ZF` > G J r{ `V 1 s / GRAVEL I I � t (TYP.) PROP) CORK LIMIT/ '�• � ' � �-�1N � r NCH . � % � `5 I (TYP} `� \ 7 76=5� _ __ ~ 2 6 i �REMOVE AND RE .4CE � � � ROTTED AND AGING TTMBER — — BC IRDERS, & STEPS IN KIND- �- �� l t \ ..� � Q� DAN L A. IEI- gym DANIE�i ; �4 ,9 a,iALA ©jALA v " CIVIL NO.�IC79so 1s ,p m iVo.46502 ` �5liRVCI' NAL�G4 Scole:1 = 20--- DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET Ke y'S Bay E Route Roy e 1 6fu ae old s a Locus 0 �Frick5 Rein oprin9 �a � C) 63 h 6d �' o . an �.gS LOCUS MAP SCALE 1 "=2000'f ASSESSORS MAP 111 PARCEL 24 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 11) AND ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO583J DATED 7/16/2014 ZONING SUMMARY REQUIRED: EXISTING: MIN. LOT SIZE 40,000 S.F. 24,603t SF MIN. LOT FRONTAGE 150' 125.00' MIN. FRONT SETBACK 30' 80.0' MIN. SIDE SETBACK 20' 20.4' MIN. REAR SETBACK 20' N/A MAX. BUILDING COVERAGE 25% 10.5% MAX. BUILDING HEIGHT 35' <35' SITE IS LOCATED WITHIN MASS DEP ZONE II WELLHEAD PROTECTION DISTRICT OWNER OF RECORD RONALD I. PARADIS 21 ROLLINGWOOD DRIVE NEW HARTFORD, NY 13413 REFERENCES IN PROBATE: BA 25P1807EA/O C TF: 44351 LC PLAN: 32679-B SITE FLAN OF #120 BLUE ROCK ROAD SOUTH YARMOUTH, MA PREPARED FOR RONALD PARADIS DATE: JULY 30, 2026 508-362-4541 downcape.com ,wow# rape eagieeering, ift. civil engineers SURVEY- NHO land surveyors 9,59 Main Street (Rte 6A) DRAFTED BY:CF NHO/ARG YARMOUTHPORT MA 02675 CHECKED BY: V 4 26-204 PARADIS.dwg