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HomeMy WebLinkAbout2013-05-07 Planning Board Supplemental Materials (39) \ 1 X1.61 CJ 0� N �3`so,41» O�GO SITE SE IMEN- ATION \ _ ,r \ ,� \ SMI T'OF v mos ROOF RUNOFF \ WOK INFILTRATOR PRO v A POSED `�Q \ LOCUS MAP PLANNING BOARD \ VIAL TOWN OF NORTH ANDOVER �., 17 WALL ��+ \ \ _ �.cFtiFR z SCALE: 1"= 1000' +i \ G \ \ \ o 4' !vol,o�so NOTES: , \ \ \ �//qRG 1. THE SUBJECT PROPERTY IS LOCATED WITHIN THE TOWN OF NORTH ANDOVER DATE f G j lC 3,6 \ \ / F�NF WATERSHED PROTECTION DISTRICT AND SUBJECT TO THE REQUIREMENTS OF SECTION 4.136 OF THE TOWN OF NORTH ANDOVER ZONING BY-LAWS. _ \8 2. THE SUBJECT PROPERTY WAS CREATED PRIOR TO 1984 AND HAS BEEN DESIGNATED AS 00 MAP 35 PARCEL 38. A PLAN PREPARED BY FRANK GILES IN 2001 INCREASED THE ZONING BOARD OF APPEALS �. \ ,'"" \ \�l N ` FRONTAGE AND AREA OF PARCEL 38 BY UTILIZING LAND OF PARCEL 4. THAT PLAN DID NOT CREATE ANY ADDITIONAL NEW LOTS AND THE DESIGNATION OF THE PARCEL REMAINED / TOWN OF NORTH ANDOVER AS MAP 35 PARCEL 38. NO 3. THE WETLANDS WERE DELINEATED BY LEAH BASBANES NOVEMBER 2012 ,32 \ I I ST��egN 4. FLAGS B-1 THROUGH B-15 DELINEATE WETLANDS. ---�_�ETAI NI NG 13� an \ I SNF 5. THE MEAN HIGH WATER MARK FOR LAKE COCHICHEWICK HAS AN ELEVATION OF 113.67 ON l WAS Q°� THE UNITED STATES COAST AND GEODETIC SURVEY DATUM PER SECTION 2.50 OF THE _ � "�Q I �` TOWN OF NORTH ANDOVER ZONING BYLAWS. FOR PURPOSES OF THIS PLAN WE HAVE ♦B�/C� I 345, \ ASSUMED THE WETLAND LINE TO BE COINCIDENTAL WITH THE MEAN HIGH WATER. R�OW 6. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN FLOOD ZONE A OR V AS DEPICTED ON DATE , ^Q ` ^� FLOOD INSURANCE RATE MAPS COMMUNITY-PANEL NUMBER 250098 0003C&250098 0006C REVISED THROUGH JULY 3, 2012. 40 \ \ N CONSTRUCTION 7. ANY FERTILIZER USED ON THE PROPERTY IS TO BE PHOSPHORUS-FREE AND ENTRANCE \J Z N NON-ORGANIC PESTICIDES AND HERBICIDES ARE PROHIBITED ON THE PROPERTY. c ROOF RECHARGE 8. IN AREAS OF NEW LAWN AREA THE SOIL SHOULD BE WELL AERATED, THERE SHALL BE A 312, MINIMUM OF 6 INCHES OF TOPSOIL, AND WHERE POSSIBLE NATIVE VEGETATION SHOULD oo CALCULATIONS: ,- �F BE PLANTED TO MINIMIZE THE NEED FOR FERTILIZER AND WATERING. \ Te , PROPOSED ROOF AREA= 3,665 SF �`�� �� o \ \ REQUIRED RECHARGE VOLUME = \��`\\ - % 9 TONE �� F��NF 9. COPPER GUTTERS AND DOWN SPOUTS ARE NOT TO BE USED IN THE CONSTRUCTION OF (0.5")(1'/12")(3,665 SF) = 153 CFR �2 '' , TREES TOS TR NCH � THE HOUSE \ `\ STOPS VOLUME PER SC-310 CHAMBER `� \ \� REMAIN 10. THE CONSTRUCTION SEQUENCE THAT APPEARS ON THIS PLAN SHALL BE FOLLOWED — 31 CF/CHAMBER `�� , �� \ \\ /V \ \�\ �• O(� ' \ \ �0' 11. THE STORMWATER SYSTEMS SHALL BE MAINTAINED ACCORDING TO THE ATTACHED (5 CHAMBERS)(31 CF/CHAMBER) �� \ v SCHEDULE 55 CFYV _ 12. ALL WORK ON THE PROPERTY AND FUTURE MAINTENANCE SHALL CONFORM TO THE NO. CHAMBERS TO BE USED 5 _Q `\ \ \ \ B-7 1� \ B U „ \ 8/�8 PLANNING BOARD DER OF IONS FOR THIS PROPERTY AS ISSUED BY THE NORTH ANDOVER \\ B-9 — B-12 B_ \ B- 12 \ SITE PLAN 14' \ 40' ol40' 80' 32 16' SITE PLAN SCALE: 1" =40' 7 0 20' 0' 20' 40' r `\ r 5 1.5 2 �� SCALE: 1"=20' ASSESSOR'S MAP 35 LOT 38] 1 2 5' ZONING SUMMARY TABLE - ZONE R1 SITE PLAN OF LAND 21 REQUIRED EXISTING PROPOSED VARIANCE AND O 33' r LOT AREA 87,120 s.f. 94,884 s.f. 94,884 s.f. ©2013 Christiansen&Sergi, Inc. GREAT POND ROAD 10LOT FRONTAGE 175' 175' 175' X:\Carlson Projects\12011\Eng_DWG\12011003rev.dw LOCATED IN WATERSHED BUILDING HEIGHT 35' NA <35' 31 i 1, CBUILDING OVERAGE N/A NA 3665 f. NORTH ANDOVER, MA. SPECIAL PERMIT 0) 1 FRONT SETBACK 30' NA 70'± SITE PLAN SIDE SETBACK 30' NA 31± j� REAR SETBACK 30' NA 412'± 15 COPLEY ROAD 867' ^IORTFi ANDOVER, MA 01845 DATE: MARCH 5,2013, REV:4/16/13 6.5," .5 . 6.5' REV: 5/1/13 AREA OF BUFFER ZONE DISTURBANCE 19, 155 S.F. PROFESSIONAL ENGINEERS & LAND SURVEYORS HOUSE DIMENSIONS CHRISTIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 1 OF WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960