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HomeMy WebLinkAbout2013-04-02 Planning Board Supplemental Materials (132) \ \\a N/F _180- INFILTRATION BASIN ELEVATIONS DAVID BLUNDIN / �'' i' / / 'p6/�^///' INFILTRATION BOTTOM OF BASIN TOP OF BERM 100-YEAR PEAK EMERGENCY EMERGENCY SPILLWAY / / i / BASIN ELEV.A ELEV.B STORAGE ELEV. SPILLWAY ELEV.C OVERFLOW WIDTH D ISOLATED IITED OPEN PACE PARCEL C ( ) () ( ) ( ) / �' ,od / XIMIT OF 25' / 5lJETLAND(ESE/f21ES) I' H I I A 146.5' 148.7' 147.70 147.9' 6' ---- {URC / �I`1 B 142.0' 143.8' 142.60' 142.7' 6' \\ \ BENCHMARK: ''�1 / / //// �/ / / II /A A14 I C 155.0' 157.1' 156.07' 156:0' 6' MAG NAIL SET IN 10"MAKE / / 159LAT�VE¢ETATk6 // ////� � �- / /' sa '1' D 155.5' 157.5' 156.43' 156.3 6' //WET ND()<-SERIES) / i I BORDERING VEGETATED z\ ELEV.�1'Fi6.22'(NAND 88) / / / rI// BORDERING VEGETATED \ \ \ / �_bo• / A6 -zc / WETLAND(A-SERIES) ` WETLAND(B-SERIES) NOTES: -- EXISTINGHNT \ / / / / / OPP'EN SPACE\� �c\ \ - Q I // / / / / / / E3 (A E2 �2. I 1.ALL TREE STUMPS ARE TO BE GROUND IN PLACE OR REMOVED _ 6• 25 - \ ,t4 FROM THE SITE.NO STUMP BURIAL AREAS ARE PROPOSED ON SITE. PARCEL&, _ \ _ /// / / 7 /zb / o / �O \ LIMIT OF FEMA,00-YEAR FLOOD _ 166 \ g/ / / /// / / I / / - E1 \ - \,A13 \ HAZARD ZONE A(NO BASE FLOOD 2.THE APPROXIMATE VOLUME OF FILL MATERIALS TO BE OBTAINED ES\ ELEVATIONS DETERMINED)AS/ F4 / \ B29 OFF SITE ARE:947 C.Y.OF GRAVEL BORROW MATERIAL,315 C.V.OF SHOWN ON FLOOD INSURANCE E7 RATE MAP NUMBER 25 DENSE GRADED CRUSHED STONE,AND 436 C.Y.OF BITUMINOUS QF\ \ EFFECTIVE DATE:JULLYY� '� \ \ 2.12 CONCRETE PAVEMENT. \ \ �' / \ � 3,2037F, R/ / / ,g /"® e<� \\31. \\ y 'a \ \\ / 3.NO EXCESS EARTH MATERIAL WILL BE BE REMOVED FROM THE PROPOSEDZ v/ ��0 F6 \\ \ ^' SITE. LIMIT OF WORK / �\ a rnQ \\ \ 9y` 1bb // / / /- �`F7--est- s \ \ zs \ �� (OF / \\ bQ,\=u 4 \ _92 /fg / / m/ Fi \ 26 l� - \\ LEDGE 6 \"° \sO' \\ 830/1, 4.NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY ¢ ^° s\s / / �-ast_ \ s - 9911 �`r� \ QUTCROP \ �' I LOT WITHOUT A PERMIT FROM THE BOARD OF HEALTH,IF SUCH O \ _$' / / z \ �\1 \ \ \ \\ ^/ PERMIT IS REQUIRED. -991 LOT 4 \ \ / s _ b \\ P) sa \ \ �\ }A11 Ba, S /� 3ro� LIMIT F 50' \ \ LL \ \w\ - NO-BUI DZONE \\ `' \ \Oa< I \ I 5.TEMPORARY GROUND COVER AND/OR EROSION/SILTATION / STORMWATER\\\ so'\ \ \ \ \ CONTROL SHALL BE ESTABLISHED TO PROVIDE STABILIZATION ON w 1 INFILTRATION \ fo ,as \ \ $s- _156- ��\�.\ \\� \$. \\\ -� \ B32 / ANY UNBUILT LOTS. s` BASIN„D,. 6.ALL EXISTING STRUCTURES ON THE PROPERTY ARE TO BE RAZED. --\�\\ 7.THE LOCATION OF THE SEWER FORCE MAIN THROUGH THE \ I 1 LOTS ,e' N L - `� \ \\ \��� PROPERTY WILL BE DETERMINED BY THE WATER ANO SEWER I iQ DEPARTMENT AND ADDED TO THE PLAN,IF THE FORCE MAIN TOP OF BERM \ ss�TP*3 I \\_ w zs o s / / \ \ '� \ A)1 \ \ \ REQUIRES RELOCATION TO ALLOW FOR THE CONSTRUCTION OF THE \=157.5' ��LIMIT OF \ \ I I SUBDIVISION IT WILL BE DONE AT THE DIRECTION AND APPROVAL OF \i ST7 / \ z91 164 / \ G / I P g - 100'BUFFER I I I I THE WATER AND SEWER DEPARTMENT, ZONE - \� U ROO sSt\ I P I \ SF STORMWA1'ER \� LOT 3 I ' \ i _I�N r \I INFILTRATION PROPOSED = ast 'isss \ LOT 6 1 / _ A9\ 34 /p \ JONATHAN 8 MARY ANN QUINT P NIF \BASIN"C" \ \\ \ _HOUSE \ R q, P 161.0 9t -,`>6' ROP �Y \ \ - s 5 e \ / p8' / / \ \ \ \ 35\ � STORMWATER oy INFILTRATION z TP#11 IQ \ -/ o I \ 51 /� s2.o / \ \ 1 BASIN.B.. b Al TOP OF BERM I 143.6'Q N/F � ARTHUR&MARIANNE HOOD\ \\� N/F PROPOSED \ fO \ - s EUGENE&CHRISTINE GARCIA \\ \ \ I 162 _ p - Fi �e / ,�' © \a / \- \ SEDIMENTATION \ CONTROL(TVP.) PROPOSED LANDSCAPE SCREENING IN\\\\\ \ \ - �R o�s o �,a o a \ - \ 1 \ \ STREET SIGN 0 LIEU OF 50'PERIMETER BUFFER: \ \\ s sss � '" �, L \-'�' -\ \\..�,. \ obi \ Fz 6T 8 FOOT TALL WHITE PINE TREES \\ \ \\ LOT 2 I / �t s/- - �""� - as TO BE PLANTED 10 FEET APART ON A \\` \ �� EXISTING / i - c _ - - u d m �� BENCHMARK: CONTINUOUS 4'WIDE X T HIGH BERM \\gam\\\\ \ \ \ - / / / -- s �9 \ I zaa MAG NAIL SET PAVEMENT \ �\\� \ HOUSE TO BE \\\\ \\ \ t RHZED / - / PROP - 2� SA ELEV.-139.21'(NAVD 88) INV IN=134.4± , yes \\ A2 _ / ROOF RUNOFF I INFILTRATION , t111 5Y8TEM(TVP.) � STORMWATERLOT 1 INFILTRATION 11 0'W=IDEX3HIG H BASINACULVERT RCq0 yPOFBERM v INV OUTOX134.3± NIF ROGER 8 JOAN MAILHOT 148.-r 1,o OPEN SPACE // I OP EXISTING GUARD RAIL(TYP.) N/F NOoN \\�\ ��"/Sr\ �T f/I / __PARCELAg 50'�'p1 WOELK EGBERT F0� \�'\\ os\\ \/'yG20I I ,cP BORDERING VEGETATED _g WE3tXND(C-SERIES)-' 2s ' O \/ Q INV 18"RCP=132.7± 'o .6 ���� _ ROO� "APPROVED UNDER THE SUBDIVISION PROFESSIONAL --fI I / SQU1TO CONTROL LAW UPON CONDITIONS" ENGINEER LEGEND S o J� MO NORTH ANDOVER PLANNING BOARD LIMIT OF 20YRIVERFRONT AREA \\ \�nyt\\ /h g j // /zb �5 ��) Cl 1 �2�/\ \\\rte ,/�psF / a 2s °ol// STONE WALL -zoo'- LIMIT OF 200'RIVERFRONT AREA _ N/F NOW OR FORMERLY OF zop/ \\\\ \\ryt\\: R\ IJ// �C6�// tp 1 -iov- LIMIT OF 100'BUFFER ZONE / 77�� !(C@! DRAIN MANHOLE \\ \ \ / A/G4 -by LIMIT OF 50'NO-BUILD ZONE LIMIT OF 100'BUFFER ZONE \\ \�\P-0, s C7 ,3b// _� \ / $ /i/ �� FOUR 10'WIDE X 4' CATCH BASIN AND DRAINAGE PIPE \ ��\ \ ,�' >� /,91 / \ / .. HIGH BOX CULVERTS © REV.2 -zs LIMIT OF 25'NO-DISTURB ZONE \\\ \ / / G/ / H1 INV IN=133.4± 7;c FIRE HYDRANT LIMIT OF 50'NO-BUILD ZONE \ INV OUT=133.2± 0 REV.1 DATE: PHILIP G.CHRISTIANSEN EXISTING WATER MAIN&GATE VALVE -v- PROPOSED ELEVATION CONTOUR \ \�\ Ce G2� 2 " LIMIT OF 25'NO-DISTURBANCE ZONE \\\ --208-- EXISTING ELEVATION CONTOUR w PROPOSEDI2"CLDI WATER MAIN DEFINITIVE P.R.D. sae\ -,42 1 EXISTING SEWER MANHOLE&SEWER MAIN s PROPOSED SEWER MANHOLE 8 SEWER MAIN LIMIT OF BORDERING LAND SUBJECT TO \��t \\ / / PERENNIAL SUBDIVISION PLAN SITE PROPOSED DRAIN,FLARED END SECTION,8 RIP-RAP FLOODING(ELEVATION 138.0 FEET)AS / X BANK(H-SERIES) -�- GAS MAIN \ �j H4 / FOR GRADING ESTABLISHED ON FLOOD INSURANCE RATE MAP 17 R E G E N CY PLACE" 0007 \\\\ / g" "." UNDERGROUND ELEC./TEL./CABLE TV LINES O PROPOSED DRAINAGE SWALE /COMMUNITY-PANEL NUMBER 250098 LOCATED BY FIELD TOPOGRAPHIC SURVEY C AND H5 PLAN EXISTING GUARD RAIL - PERENNIAL BANK(G-SERIES) / PROPOSED STREET TREE TO BE PLANTED EXISTING IN EXISTING EDGE OF PAVEMENT SEWER / NORTH ANDOVER, MA sc PROPOSED STORMCEPTOR WATER QUALITY DEVICE N/F -EASEMENT SAMUEL CURRY EXISTING EDGE OF GRAVEL DRIVE ,`.( p,�OO " -i RECORD CLAUDIA DUPUIS APPLICANT:NORTH ANDOVER REALTY CORP OSQv\`O v G/42\,/, WASTEWATER OWNERS: 464 APPLETON STREET 66 NGHILLROAD NORTH ANDOVER,MA 01845 NORTH ANDOVER,MA 01845 EXISTING TREE/BRUSH LINE DATE:JAN.10,2013 0. WETLAND FLAG AND EDGE OF BODERING SITE GRADING PLAN REV:3/12/13,3/27/13 C6 VEGETATED WETLAND PROFESSIONAL ENGINEERS&LAND SURVEYORS 4a o as so O csi H3 CHRISTIANSEN &SERGI, INC. -.-0-.- 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 ,44 ©2013 CHRISTIANSEN 8 SERGI,INC. DWG.NO.11053003