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HomeMy WebLinkAbout2013-06-04 Planning Board Supplemental Materials (14) FOR REGISTRY USE ONL Y 0� \ ` A/ 3`so 41 OSLO SITE - '60 cQ SE IM NTATION\ \ so \ I CERTIFY THAT THIS PLAN CONFORMS TO \ \� T O THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS. \ \ tIMI T of ROOF R \ �� WORK \ \ ST \ W DATE \ \ I NFIL TRAT R CONSTRUCTION SEQUENCE \ \ PROPO�Eb �Q \ o (o ('v LOCUS MAP � 7� 'Qo \ WCL L \ \ '� -i s 1. STAKE OUT LIMIT OF WORK - W OD d' \ \ SCALE: �"_ �000' +i CK \ \ �2ONF 2. CLEAR ENTRANCE BY REMOVING -NOTES' VEGETATION AND TOP SOIL SUFFICIENTLY TO \ \ \ \ **low 1. THE SUBJECT PROPERTY IS LOCATED WITHIN THE TOWN OF NORTH ANDOVER \ + \ \ \ \� WATERSHED PROTECTION DISTRICT AND SUBJECT TO THE REQUIREMENTS OF SECTION INSTALL CONSTRUCTION ENTRANCE \ 4.136 OF THE TOWN OF NORTH ANDOVER ZONING BY-LAWS. +O \ o ` ^^ CO 2. THE SUBJECT PROPERTY WAS CREATED PRIOR TO 1984 AND HAS BEEN DESIGNATED AS 3. CUT AND REMOVE TREES AND STUMPS WITHIN THE TREE CUT LINE MAP 35 PARCEL 38. A PLAN PREPARED BY FRANK GILES IN 2001 INCREASED THE \ ` . � N° FRONTAGE AND AREA OF PARCEL 38 BY UTILIZING LAND OF PARCEL 4. THAT PLAN DID NOT / N�7Sc// CREATE ANY ADDITIONAL NEW LOTS AND THE DESIGNATION OF THE PARCEL REMAINED 135 \ ` �'QGF AS MAP 35 PARCEL 38. 4. INSTALL SEDIMENTATION CONTROL QI R F \ \ \ \ LOT 2 F _70 AREA = 94,884 S.F. \ \� VN 3. THE WETLANDS WERE DELINEATED BY LEAH BASBANES NOVEMBER 2012 5. CONSTRUCT THE WALL LOCATED BEHIND _ \ THE HOUSE \ / 00 4. FLAGS B-1 THROUGH B-15 DELINEATE WETLANDS. \ \ 5. THE MEAN HIGH WATER MARK FOR LAKE COCHICHEWICK HAS AN ELEVATION OF 113.67 ON 6. INSTALL THE FOUNDATION \ e ` THE UNITED STATES COAST AND GEODETIC SURVEY DATUM PER SECTION 2.50 OF THE TOWN OF NORTH ANDOVER ZONING BYLAWS. FOR PURPOSES OF THIS PLAN WE HAVE ASSUMED THE WETLAND LINE TO BE COINCIDENTAL WITH THE MEAN HIGH WATER. 7. START CONSTRUCTION OF THE HOME \ X32 vl \ I `O/STCi,Qe 6. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN FLOOD ZONE A OR V AS DEPICTED ON I �N FLOOD INSURANCE RATE MAPS COMMUNITY-PANEL NUMBER 250098 0003C &250098 0006C 8. INSTALL WATER AND SEWER DETAINING '30 \ F?OtiF REVISED THROUGH JULY 3, 2012. WAS 9. INSTALL ROOF RUNOFF INFILTRATION \ I _\ 7. ANY FERTILIZER USED ON THE PROPERTY IS TO BE PHOSPHORUS-FREE AND \ ` �4 NON-ORGANIC PESTICIDES AND HERBICIDES ARE PROHIBITED ON THE PROPERTY. CHAMBERSS' 8. IN AREAS OF NEW LAWN AREA THE SOIL SHOULD BE WELL AERATED, THERE SHALL BE A 10. INSTALL DRIVEWAY AND SIDEWALK J /�® \ ` ^� MINIMUM OF 6 INCHES OF TOPSOIL, AND WHERE POSSIBLE NATIVE VEGETATION SHOULD BE PLANTED TO MINIMIZE THE NEED FOR FERTILIZER AND WATERING. 11. FINISH LANDSCAPING CONSTRUCTION Co 9. COPPER GUTTERS AND DOWN SPOUTS ARE NOT TO BE USED IN THE CONSTRUCTION OF ENTRANCE \� , � � _ ��s P- z � THE HOUSE 12. REMOVE SEDIMENTATION CONTROL AFTER \ ` 10. THE CONSTRUCTION SEQUENCE THAT APPEARS ON THIS PLAN SHALL BE FOLLOWED � TP-1 ESTABLISHMENT OF PERMANENT \ oo"_ 312 11. THE STORMWATER SYSTEMS SHALL BE MAINTAINED ACCORDING TO THE ATTACHED LANDSCAPING SCHEDULE TONE �o ,�� -- \ \ TREES TOS W'4 ER TR NC 12. ALL WORK ON THE PROPERTY AND FUTURE MAINTENANCE SHALL CONFORM TO THE 0 \ ORDER OF CONDITIONS FOR THIS PROPERTY AS ISSUED BY THE NORTH ANDOVER \ REMAIN STOPS PLANNING BOARD SOIL TEST RESULTS MAY 6, 2013 \ \ 8-7 HORIZON DEPTH COLOR DESCRIPTION GROUNDWATER B_8 y _ A � �� \ \ V 8-8 TP-1 \ 8-9 g-1 A 14" 10YR314 LOAMY SAND � 1 AB- BX 12 e� �\ 8 24" 10YR516 LOAMY SAND _9 � � B- 1 \B_ \ \ C1 54" 10YR5/8 GRAVELY SAND 8-1 C2 60" 10YR711 SILTY LOAM 54" NO REFUSAL B- 12 \ SITE PLAN TP-2 14' \ 40' ol 40' 80' A 12" 10YR314 LOAMY SAND B-1 7� 8 22" 2.5Y5/4 SILTY SAND 32' 16. SCALE: I" =40' Cl 44" 2.5Y5/6 GRAVELY SAND SITE PLAN C2 50" 10YR711 SILTY LOAM 44" NO REFUSAL 7r 20' 0' 20' 40' 5r � -I 1.5r 2 7r r SCALE: 1" =20' ASSESSOR'S MAP 35 LOT 33 1 21 25 SITE PLAN OF LAND 2 0 33r , PLANNING BOARD GREAT POND ROAD - 10 TOWN OF NORTH ANDOVER LOCATED IN 3r SPECIAL PERMIT N AREA OF BUFFER ZONE PROFESSIONAL NORTH ANDOVER, MA. PLAN i 11 DISTURBED ENGINEEER 100 FT ZONE - 3900 SQUARE 2 FEET RECORD OWNER MARGUERITE AND ANTHONY SCIUTO 50 FT ZONE - 400 SQUARE FEET &APPLICANT: 15 COPLEY ROAD DATE: MARCH 21,2013, REV:4/16/13 6.5 8.67' \6.5' NORTH ANDOVER, MA 01845 REV: MAY 612013, MAY 10,2013 \\ �� PROFESSIONAL ENGINEERS & LAND SURVEYORS MAY 30,2013 HOUSE DIMENSIONS DATE AREA OF DISTURBANCE 18, 122 S.F. \ (\ \ CHRISTIANSEN & SERGI, INC. ©2013 Christiansen &Sergi, Inc. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 1 OF 2 X:\Carlson Projects\12011\Eng_DWG\12011003rev.dwg PHILIP G. CHRISTIANSEN, P.E. \\ WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG. NO. 12011003