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HomeMy WebLinkAbout2013-03-05 Planning Board Supplemental Materials (26) 100�� ��R ��o ��� N/F �� IN INFILTRATION BASIN ELEVATIONS DAVID BLUNDIN y i ,112 , i / / / INFILTRATION BOTTOM OF BASIN TOP OF BERM EMERGENCY EMERGENCY SPILLWAY _172- -1jg ��� � a4o' �o / � � / / / / / �1 / / \\ / i / / ISOLATED VEGETATED OPEN SPACE PARCEL C BASIN ELEV. (A) ELEV. (B) SPILLWAY ELEV. (C) OVERFLOW WIDTH (D) -LIMIT OF 25' / \ WETLAND (E-SOIES) N A 146.5' 148.0' 147.5' g' NO-D1SfURRAC / _ / // o ZONE-(TYP,) o o / 50, I B 140.0' 142.0' 141.5' 6' X170 BENCHMARK: , � "o i z \ / i / / \ �I A14 C 155.0' 156.6' 156.0' / ISOLATED VEGETAT�Eb /\ so, 6' MAG NAIL SET IN 10" MAPLE / / / �o �� X168 V A ELEV. X166.22' (NAND 88) / \� WETLAND (F-SERIES) / / / / / \ BORDERING VEGETATED 50, 0 -f- so' \ /-25' 25' WETLAND (A-SERIES) BORDERING VEGETATED \ \ WETLAND (B-SERIES) NOTES: / / 2y / i 628 OPEN SPACE 166 EXISTING HYD �NT \ moo° / / / \ // / / / / E3 /\E2 1 1 5 _ \ \ / �s 1. ALL TREE STUMPS ARE TO BE GROUND IN PLACE OR REMOVED PARCE�L—B� � \ \� \ ' ___� - , � / \ / / �� 25 2 / �. � �4 R6, � I � `� FROM THE SITE. NO STUMP BURIAL AREAS ARE PROPOSED ON SITE. \ / / / / / o cv / " 1 \ \ LIMIT OF FEMA 1(00-YEAR FLOOD _ � 1 166 \ o/ J I / �`' ��'� ��' E1 \ A13 �� HAZARD ZONE A NO BASE FLOOD o /\/ � / � 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 SHOWN ON FLOOD INSURANCE / . / � E6 h � DENSE GRADED CRUSHED STONE, AND 436 C.Y. OF BITUMINOUS -162 \ \ �, / / \ � \ E7 \ RATE MAP NUMBER 25009CO237F, F� \ CONCRETE PAVEMENT. \ V s EFFECTIVE DATE: JULY 3, 2012 760� 162 \\\ \ �y / h/l�/ \ l �� / �6 �S� \ \\ so. \V \ A\ I 3. NO EXCESS EARTH MATERIAL WILL BE BE REMOVED FROM THE LIMROPOSED K. cf) '/ \ - - ,� 168 / / / 0 \\ �s \ O � / � � F$ _F7_ -154- - - - - 25, SITE. (TYP.) V 'O� O \ �9i / / / F1 �, A - - iso v 25 �o so" \ \ V B30 4. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY _ _�, co s6 5 � , v LEDGE A _ L � a ° co \ i� / / - \ / 2 . - �S - OUTCROP \ \ �� ��� \ \ LOT WITHOUT A PERMIT FROM THE BOARD OF HEALTH, IF SUCH �- -158- 2\ y \ \ \ PERMIT IS REQUIRED. —158, LOT 4 2s' 25� TYP. 0 1 B3 so � LIMIT F 50' \ s, \\ \1 Al � 1331 ,/Z L� :� v NO-BUI D ZONE \ �s \ \� I A I 5. TEMPORARY GROUND COVER AND/OR EROSION/SILTATION STORMWATER \ \ - \ 50 ��� 7XX \ �o \ CONTROL SHALL BE ESTABLISHED TO PROVIDE STABILIZATION ON INFILTRATION \ o \ 164 \ s s°" / 50 / \ j ,158- �\ _�� \ so" \\ \ / ANY UNBUILT LOTS. BASIN ,.D„ \ s `L� ..�................•, \ \ � s -- -- 6. ALL EXISTING STRUCTURES ON THE PROPERTY ARE TO BE RAZED. 162 / \ \ 90 \ � � 150 \ _ - - - \ \ / 0 -138 \ \ \ \ 10 100' / o' o, 148 B33 \ 1�' - - - � 1 \� LOT cJ ,,b- / / �� _ - I \ 1 \ . Qo �o � � X10\� - F�/S ass 's6 A V v 164 100' �% / 6 / V ° �� LIMIT OF 1 1 1 I I T\ 162 s \ / P _ 100 BUFFER I 1 1 Sp, °- \ FIR - - - - A \ \ c Ho OSED \�SQ _r - ZONE w N/F i T \ \\ 7.0 SE \ \ \ 156 oo - 1 / l N \ JONATHAN & MARY ANN QUINT S4� F/2��FTF STORMWATE,R LOT 3 166.0 N o V� �S8v v R Re r INFILTRATION\ s 158'0 A LOT 6\ \ 1s 9 BASIN .,C.. .: 1 4 A \� \ 34 / 162 / 156 PROpOs \ \ \�XB3 \ I 1 FNo. E 1 16 76 � 16o I � � � ��R. ,1s o.o TP#1 � c. I \A� I. 163 STORMWATER \ \ \ \ CO 162 INFILTRATION N/F BASIN "B" ARTHUR & MARIANNE HOOD s �\ N/F EUGENE & CHRISTINE \ qR Fti0 \ F a PROPOSED _ PROPOSED LANDSCAPE SCREENING IN 7sA \ �R. , �s�o ;I n '�o s o u u 4 140 1 0�'. \5. SEDIMENTATION LIEU OF 50' PERIMETER BUFFER: \ \ \ ^`��' OT 2 �S90 `� s ���0 _ CONTROL (TYP.) 6 TO 8 FOOT TALL WHITE PINE TREES \ \\\ \ - BENCHMARK: TO BE PLANTED 10 FEET APART ON A - - - s -o- A4 2p0 \ s \ EXISTING / i \� ? CONTINUOUS 4'WIDE X 12" HIGH BERM �S�`�\ �\ / f - 14 / i w MAG NAIL SET PAVEMENT \ 6 - HO RAZED BE I �h/ '�� o/ pROpO / 6.5/ o� S - G o\ ELEV. = 139.21' (NAVD 88) o °.156' a ppHO(1 3 INV IN = 134.4± 0 / F A Fy - - - — _ 1 u i u Al \ \�� -156- --156- 148 ROOF RUNOFF 2 148- INFILTRATION 48- INFILTRATION i h 1 ' G� q� \164 STEM (TYP.) \ h ..�� ti vti �� 25 4 S �1yO �y ,15 152 ��o ��`� co STORMWATER LOT 1 \ ^�w oo INFILTRATION I FZM 10'WIDE X 3' HIGH BASIN "A" 10d - G BOX CULVERT Q \15 \ 2 � N/F F \� 6 / \ \ 100 I INV OUT = 134.3± ROGER& JOAN MAILHOT �qeq \152 EXISTING GUARD RAIL (TYP.) OPEN SPACE O N/F oQ�F \\ \1 F�./s� S \� °° I 100 WOELK EGBERT ®J \�� \5p� /N I PARCEL A 1R2 \\�\� 48 BORDERING VEGETATED 43 WETLAND (C-SERIES) . \ 25' Q INV 18" RCP = 132.7± �,( X140 _ OOK "APPROVED UNDER THE SUBDIVISION PROFESSIONAL o s TO R CONTROL LAW UPON CONDITIONS" ENGINEER � MOSQ _ LEGEND ^�/ / C4 I � � -- NORTH ANDOVER PLANNING BOARD LIMIT OF 200 RIVERFRONT AREA \\ ti744\ 8'' / $per C5_ - C1/ m STONE WALL 200 LIMIT OF 200' RIVERFRONT AREA N/F NOW OR FORMERLY OF 2°0 \ \\ 42- `� / C6 100 LIMIT OF 100' BUFFER ZONE \ ��oG4 DRAIN MANHOLE LIMIT OF 100' BUFFER ZONE � \� \\\\140 S C7 / �� j ^ FOUR 10' WIDE X 4' 50' LIMIT OF 50' NO-BUILD ZONE \ i CATCH BASIN AND DRAINAGE PIPE �� \ h / �w ���� HIGH BOX CULVERTS 25' LIMIT OF 25' NO-DISTURB ZONE �� \ ��, G3/ H1 INV IN = 133.4± FIRE HYDRANT LIMIT OF 50' NO-BUILD ZONE / \ \ �� - PHILIP G. CHRISTIANSEN Z) 0 INV OUT = 133.2± DATE: EXISTING WATER MAIN & GATE VALVE 164 PROPOSED ELEVATION CONTOUR LIMIT OF 25' NO-DISTURBANCE ZONE �s\\ C8� \ - _136 G21 2 - -206- EXISTING ELEVATION CONTOUR w PROPOSED12" CLDI WATER MAIN �4\\\��0-142- (Ds G1 . H3. � DEFINITIVE P. R. D . —142 s PROPOSED SEWER MANHOLE & SEWER MAIN 6� \ PERENNIAL SUBDIVISION PLAN EXISTING SEWER MANHOLE & SEWER MAIN LIMIT OF BORDERING LAND SUBJECT TO 144 � � SITE _ Y � BANK(H-SERIES) GAS MAIN , PROPOSED DRAIN, FLARED END SECTION, & RIP-RAP FLOODING (ELEVATION 138.0 FEET)AS ESTABLISHED ON FLOOD INSURANCE RATE MAP H4 S FOR GRADING U/u UNDERGROUND ELEC./TEL./CABLE TV LINES COMMUNITY-PANEL NUMBER 250098 0007 C AND H5 A "REGENCY PLACE" 0 PROPOSED DRAINAGE SWALE � LOCATED BY FIELD TOPOGRAPHIC SURVEY PLAN PS EXISTING GUARD RAIL PROPOSED STREET TREE TO BE PLANTED PERENNIAL BANK (G-SERIES) � � EXISTING / IN NORTH ANDOVER MA EXISTING EDGE OF PAVEMENT sc PROPOSED STORMCEPTOR WATER QUALITY DEVICE N/F SEWER , `l EASEMENT/ SAMUEL CURRY `(� � � / EXISTING EDGE OF GRAVEL DRIVE X00 ' _/ RECORD CLAUDIA DUPUIS APPLICANT: NORTH ANDOVER REALTY CORP WASTEWATER OWNERS : 464 APPLETON STREET 66 SPRING HILL ROAD EXISTING TREE/BRUSH LINE `�O 42 ,/ NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 ^� \ PUMPING p 0(& / STATION DATE. JAN. 10, 2013 WETLAND FLAG AND EDGE OF BODERING SITE GRADING PLAN �` J REV: C6 VEGETATED WETLAND 40' 0 40' 80' / PROFESSIONAL ENGINEERS & LAND SURVEYORS H3CHRISTIANSEN & 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 144 , i ©2013 CHRISTIANSEN & SERGI, INC. DWG. NO. 11053003