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HomeMy WebLinkAbout2013-04-16 Planning Board Supplemental Materials (76) " ' 0 0 INFILTRATION BASIN ELEVATIONS 0 0 �� / 10°/ � � N � / 1 � I X180 N/F / / / 'Al�i ' 2i / /��° / ^�i /�6/ /16 �� ^�� `� ,,Ib / ,17 / /o / / rn DAVID BLUNDIN // / / // / // ` / / / / // / I I INFILTRATION BOTTOM OF BASIN TOP OF BERM 100-YEAR PEAK EMERGENCY EMERGENCY SPILLWAY A0' T 100 BASIN ELEV. A ELEV. B STORAGE ELEV. SPILLWAY ELEV. C OVERFLOW WIDTH D 2_ \ \ - - \ \ \ - / / / �� / / / / / / / // / / / ISOLATED VEGETATED I OPEN PACE PARCEL C A 146.5' 148.7' 147.70 147.8' 6' 100 / / / / � / / -LIMIT OF 25' WETLAND (E-SE IES) LO N I I -NO-DIST RBA�ICE / / / � 0' /-� so, / I I B 142.0' 143.6' 142.60 142.7' 6' X170 \ \\\ \ \ BENCHMARK: �/ / // / �o� / / / / / // / / ZONE�YP� / I A14 C 155.0' 157.1' 156.07' 156.0' 6' MAG NAIL SET IN 10" MAPLE / IS CAT KVE¢ETATk� / / so 0 - - / /WET ND J;r RIEES / / / �° / / \�,I I I D 155.5' 157.5' 156.43 156.3' 6' ELEV. X166.22 (NAND 88) / / ) / 50 / / �5' 2g / BORDERING VEGETATED AW �- I I I WETLAND (A-SERIES) BORDERING VEGETATED WETLAND (B-SERIES) B28 NOTES: - - - - \r66_ EXISTING HYDRA_NT \ / ^od / / / / / / / / / E3 // EZ \ \ \ o OPEN SPACE 25 / 25, 1. ALL TREE STUMPS ARE TO BE GROUND IN PLACE OR REMOVED / t4 6� FROM THE SITE. NO STUMP BURIAL AREAS ARE PROPOSED ON SITE. PARCEL-B- \ N LIMIT OF FEMA 100-YEAR FLOOD 166 / �`' �`' / E1 \ \ A13 \ HAZARD ZONE A (NO BASE FLOOD \ °/ /I / , / // E5 \ \ ° ELEVATIONS DETERMINED)AS 2. THE APPROXIMATE VOLUME OF FILL MATERIALS TO BE OBTAINED F4 / B29 OFF SITE ARE: 947 C.Y. OF GRAVEL BORROW MATERIAL, 315 C.Y. OF F3/�-- j \ \ \ \ \ SHOWN ON FLOOD INSURANCE \ / / . / E6 h DENSE GRADED CRUSHED STONE, AND 436 C.Y. OF BITUMINOUS ✓ c) � E7 • `� \ RATE MAP NUMBER 25009CO237F, X162_ _ \ \ \ �, / / / / / / - 0 F\ \ 2, CONCRETE PAVEMENT. \ / s EFFECTIVE DATE: JULY 3, 2012 / 750 \ \ \\62 \\\ \ - �y / / / // / / �`�� C \ 0/ 6 7s2\ \\ \\ h s° \ \2\\ I / 3. NO EXCESS EARTH MATERIAL WILL BE BE REMOVED FROM THE xf PROPOSED Lu 16$ / N / ^// \ \ s \ SITE. LIMIT OF WORK \ \ \ O CO " u \ 'A� / / / "/ /t F8 _F7Z _154- \ - \7 \ 2S' (TYP.) \ `p O z \ s �i / / / `�° F1 �� - _ \so \ 25 hd s°- \ \ \ B30/� I 4. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY LEDGE \ \ -158- ��2 2 - - 156 �52� OUTCROP \ \ s 'sr2 \ LOT WITHOUT A PERMIT FROM THE BOARD OF HEALTH, IF SUCH / 15 `\�' \ - a / 2s' _2y` / ° ' \ \� / \ \\ \ PERMIT IS REQUIRED. 8� \ LOT 4 \ w s \ �`O / `row \ \ (EYP.) yp � \ \ s \\ \ A11 631 'b'6- \ss. \ " �o�= LIMIT F 50' \ 2\ L°, \ - NO-BUI D\ZONE \ s \ \� , \ 5. TEMPORARY GROUND COVER AND/OR EROSION/SILTATION STORMWATER \ s yo yo\ �� .� - \ 'gam \ �'o \ CONTROL SHALL BE ESTABLISHED TO PROVIDE STABILIZATION ON INFILTRATION \ 0 164 \ p s °' - j/ \\\ X00 .: \ �15a- \ \ \�� \ \ \ 632 / \ ANY UNBUILT LOTS. BASIN ..D.. � � �s''•••...• � - - •...................... /� \ � - - ' � � - - - i V Vim\ \ °a I �V''' ••��.... A V ��� 'Q8 v s v V", / \ 6. ALL EXISTING STRUCTURES ON THE PROPERTY ARE TO BE RAZED. � / �s�p I �,° 62 \ � 162 - '••. \ / lOp• - - \ .,, 50 �"r4• '•. ° - � � \ '` \ / ... .. 10° 100 / o / o0 14a 6 - - - \ \ \ _18, \ 7. THE LOCATION OF THE SEWER FORCE MAIN THROUGH THE 190, _4633 LOT 5 ` \ PROPERTY WILL BE DETERMINED BY THE WATER AND SEWER DEPARTMENT AND ADDED TO THE PLAN. IF THE FORCE MAIN / TOP OF BERM \ s 'ss TP#3 \ \ j ° / \ \ j 'A110 \ \' ` REQUIRES RELOCATION TO ALLOW FOR THE CONSTRUCTION OF THE F \ \ s Q \ \i \ 1 - °o LIMIT OF 1 1' \ \ \ -I'z 157.5 0 'ss \ \ \ 162 164 100' \ ° / I , 's \ 100' BUFFER \ 1 1 `1 �1 II \ SUBDIVISION IT WILL BE DONE AT THE DIRECTION AND APPROVAL OF PLOP � THE WATER AND SEWER DEPARTMENT. \ I O ZONE 11 I \I 1 I \ H SEO \s4 I ^ f\ l w SF v 'ss v LOT 3 ` v i o6 - - �s� N i yn I �v _� PROPOSED ` � � � � r �R. ;r58.p A LOT 6 I _ � I ( �'� g� • I. � N/F OU - 64 ( / \\ \ 34 JONATHAN & MARY ANN QUINT TOP\ \ \ =169.0 I \ \ \ \ \\ \ \ \ \ ST 109�VATER \ GAR. FLR 1 � N 162 �, O o 1 162 ,156' PROP I �° ''• \ � � \ o \ \ \!\\\ \ \ FILTRATI4 \ \ =161.0 H��S�D� 35\ \ \\\\\ IS C \ \ I \ 1 / / ,G1��FNp SE ioo, \ \�� 1 STORMWATER v v vv�v v v 1 iso I \\\��OMW\1"\ r u - 60 / / �R ��R. ; r6po / A V INFILTRATION \ \\\ \ \ TP#1 Tp ( 1 1 In I 1 1y81 / / / / 1520 / s \ \ \ \ BASIN "B" ° :� I \ 1636 \\\\\\ � � \1\ I \ 1 � • -, . . . . . . . .•.•. . . / � 7s8 � /� 156 r / ``� �. � � ': � �' \I \ TOP OF BERM 154 143.6' 2 N/F / ARTHUR& MARIANNE HOOD , \ \\�\ \ / ( q \ s o / ' las / / ��'� ���• \ PROPOSED N/F ass\\\, \ I \ I / 162 � � R \ rso �- \ %; g // 3 �� % �� �./ / � w �•�. I \ EUGENE & CHRISTINE GARCIA \ \ \ / \' \ SEDIMENTATION \ \\\\ \ I \ CONTROL(TYP.) \ C o s \\\ 711, \ \\ F<�'.\'6� a �o s o u/ 4 u'u 4 \ ' . �1 \ ` STREET SIGN ,& \ LOT 2 O %;, \ \ 154 \ s �2IA4 \ 20 BENCHMARK: EXISTING J i - A \ oo' ' o MAG NAIL SET PAVEMENT HOUSE TO BE / w ,f � �o / PRO © zoo ELEV. = 139.21'(NAVD 88) �/�j/ DIVERSION BERM TO BE vvv vv s 15 RAZED �5 VSs pOSF / / �°, z _ u� \ A3 /���, vv vv ti0 Q INV IN = 134.4± �� CONSTRUCTED AFTER semvv vv�� $� v v \ / �� r \ o- - - 2 °'° \ ���- Al Y _ - OLITION OF HOUSE � v � � �'� \ � �� �' _ , ° Al � vvv v �1.. -� / _�� / �•'' /•2• v X G \ s • G X156- , � / / � / 1 j_ 2 \ � •�? is O cs Y __156- - _ _ l / -(P#2 TP \ ROOF RUNOFF I 2°/ X148- - R INFIL ATION I a� o // / 2y '' ryl 7$4 / a �` SYSTE r P.) ' I u c 1 -cr S lQO \ \`\ / �\ ,152' :�� / / STORMWATER / ° NINFILTRATION / / .00t -� -' EMP 10' WIDE X 3'HIGH N/F BASIN "A" ops I O��P� BOX CULVERT ROGER &JOAN MAILHOT o� iso TOP OF BERM - INV OUT = 134.3± NOTE: 0 Y \ = 148.7 O THE LOCATION OF MOSQUITO BROOK ON THE �q �s � \ �••'' / g° / :� � EXISTING GUARD RAIL (TYP.) 6'q 2� O P E N S SCC E / I SOUTHERLY AND EASTERLY SIDE OF BLUE RIDGE ROAD N \ , �' N/F �O \ / s �� / / o� / a2� AS SHOWN ON THIS PLAN HAS BEEN TAKEN FROM THE WOELK EGBERT �FD \ \ \r5o\ `ST/�C, \ T �/ yo° I I / _ _ PARCEL A _,, 50 THE EDGE OF THE BVW HAS BEEN ASSUMED PLAN ENTITLED DEFINITIVE PLAN COVENTRY ESTATES \\\�\� \748 "o, \ I�°� /// 5° // °' TO BE COINCIDENTAL WITH THE GUARDRAIL PHASE II PREPARED BY BETA INTERNATIONAL INC JULY \ BORDERMG VEGETATED 50 ' h° / WEjL�AND (C-SERIES) / 25' r4s l / g6 25 INV 18" RCP= 132.7± \ \ Sic �, / / / _ X140 a D 590 -7 "APPROVED UNDER THE SUBDIVISION PROFESSIONAL \\ -7 \ \ ��T ° \ °v j� /l /y�/ /�� JJ SQv1T0 B CONTROL LAW UPON CONDITIONS" ENGINEER MO LEGEND NORTH ANDOVER PLANNING BOARD LIMIT OF 200' RIVERFRONT AREA \\�°\ `r4 \ 'o C'8� �/ / /�2 °�/ 5� C ) C1 1 STONE WALL 200' LIMIT OF 200' RIVERFRONT AREA 200 \� \ , J UCSF / 2y�o/ .0e ���$• ' / / Cy 7 s \ NOW OR FORMERLY OF 2 \\\__142- N/F \\ \ °� / j C6 100' LIMIT OF 100 BUFFER ZONE / / Q DRAIN MANHOLE \\ \ 4 \ S C7 X36/ %moo ,G4 50' LIMIT OF 50' NO-BUILD ZONE LIMIT OF 100' BUFFER ZONE �_ \\ \ \ o �\ / �/ 03 REV. 3 CATCH BASIN AND DRAINAGE PIPE / \ \ �, /° / FOUR 10 WIDE X 4 \ \ \ \\� � �' \ / ��'/ ^� HIGH BOX CULVERTS Q2 REV.2 25' LIMIT OF 25' NO-DISTURB ZONE LIMIT OF 50' NO-BUILD ZONE \\ \ ��' \ G3/f H1 INV IN = 133.4± REV. 1 DATE: FIRE HYDRANT \ \ \ l \ \ j." INV OUT = 133.2± 1Q PHILIP G. CHRISTIANSEN EXISTING WATER MAIN & GATE VALVE 164 PROPOSED ELEVATION CONTOUR 'so \\\ \ C8 \_ _136 \2 2 / LIMIT OF 25' NO-DISTURBANCE ZONE �\ 38 DEFINITIVE P. R. D. - -206- - EXISTING ELEVATION CONTOUR w PROPOSED12" CLDI WATER MAIN 8 A�X40 142- G1 H3 ^°o s PROPOSED SEWER MANHOLE & SEWER MAIN &� �r4 \ // PERENNIAL EXISTING SEWER MANHOLE & SEWER MAIN LIMIT OF BORDERING LAND SUBJECT TO 4 BANK (H-SERIES) SUBDIVISION PLAN SITE G GAS MAIN PROPOSED DRAIN, FLARED END SECTION, & RIP-RAP FLOODING (ELEVATION 138.0 FEET)AS H4 / S FOR ESTABLISHED ON FLOOD INSURANCE RATE MAP GRADING - U U- UNDERGROUND ELEC./TEL./CABLE TV LINES COMMUNITY-PANEL NUMBER 250098 0007 C AND H5 "REGENCY P LACE" PLAN PROPOSED DRAINAGE SWALE LOCATED BY FIELD TOPOGRAPHIC SURVEY PS EXISTING GUARD RAILi PROPOSED STREET TREE TO BE PLANTED PERENNIAL BANK (G-SERIES) C9 EXISTING / IN EXISTING EDGE OF PAVEMENT sc PROPOSED STORMCEPTOR WATER QUALITY DEVICE N/F SEWER / NORTH ANDOVER, MA SAMUEL CURRY -EASEMENT/ EXISTING EDGE OF GRAVEL DRIVE OO \ �/ RECORD CLAUDIA DUPUIS APPLICANT: NORTH ANDOVER REALTY CORP WASTEWATER OWNERS : 464 APPLETON STREET 66 SPRING HILL ROAD J' EXISTING TREE/BRUSH LINE ^��� PUMPING NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 Mps /. STATION DATE: JAN. 10, 2013 WETLAND FLAG AND EDGE OF BODERING SITE GRADING PLAN REV: 3/12/13, 3/27/13,4/4/13 VEGETATED WETLAND " C6 AiN 40' 0 40' 80' 1 / Nf7 PROFESSIONAL ENGINEERS & LAND SURVEYORS H3 immmmm CHRISTIANSEN & SERGI, INC. WETLAND FLAG AND TOP OF PERENNIAL / 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 7 OF 12 BANK SCALE: 1" = 40' WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 -'-< ©2013 CHRISTIANSEN & SERGI, INC. DWG. NO. 11053003