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Home My WebLink About2013-02-19 Planning Board Supplemental Materials (26) ' ' 16� ' �' ' / _� N �, INFILTRATION BASIN ELEVATIONS _ 180---- N/F / / /114 / / 1�0 I^� / / / ^6° ^ham ^� n� n r nG`� a; I N I / / ,1i2 / / 6' DAVID BLUNDIN / I I INFILTRATION BOTTOM OF BASIN TOP OF BERM EMERGENCY EMERGENCY SPILLWAY \ \ X172- \\ \ \ \ \\ 1�8\\ \ // // / �� o' / / / / /// // / ISOLATED VEGETATED I OPEN SPACE PARCEL C BASIN ELEV. (A) ELEV. (B) SPILLWAY ELEV. (C) OVERFLOW WIDTH (D) -LIMIT OF 25' / WETLAND (E-SERIES) N I I A 146.5' 148.0' 147.5' 6' NO-D1SfURBA�IC / / 0' — s . I I B 140.0' 142.0' 141.5' 6' ZONE�TYP�) o / o X170 v v BENCHMARK: ^o / / // / / /� j �� I I A14 C 155.0' 156.6' 156.0' 6' / IS LAT [�VEPETATE6 0- v MAG NAIL SET IN 10"MAPLE 9 /6 �I \\ X168 \ \ ELEV. X166.22' (NAND 88) / /WETLAND (,F-SERIES) / / / / `' / / BORDERING VEGETATED / I\ II ( ) BORDERING WEDTLAIND (B SERIES)VEGETATED v v A \ 50' /� f J15- 25, / WETLAND (A-SERIES) �� 5 / / '� B28 NOTES: - - - /56 / / / / 2s' \ 1 41 x OPEN SPACE \166 EXISTING HYDRANT \\ °o / / / / / / / / / // E3 / 1 \ / / / / / / /�E2 1. ALL TREE STUMPS ARE TO BE GROUND IN PLACE OR REMOVED - \ - ' I / / / / �� // N It4 ° ^�6� 1 \ FROM THE SITE. NO STUMP BURIAL AREAS ARE PROPOSED ON SITE. / / 25� 25' --� &, OD PARCEL B ' \ \_ _ I__ / / / ti`s / ^�,� hal• ^h° / I N A13 HAZARD ZONE ALIMIT OF FEMA l NO BASEFFLOOOD 1, 66 \ o/ 1 / / / / / / E1 \ ( 2. THE APPROXIMATE VOLUME OF FILL MATERIALS TO BE OBTAINED / // / / E5 \ ELEVATIONS DETERMINED)AS \ � � / F3 � F4 \ B29 OFF SITE ARE: 947 C.Y. OF GRAVEL BORROW MATERIAL, 315 C.Y. OF \ /� SHOWN ON FLOOD INSURANCE -162_ / \ E6 h DENSE GRADED CRUSHED STONE, AND 436 C.Y. OF BITUMINOUS \ \ ,�\ o� // / / / / o FN ��' E7 \ RATE MAP NUMBER 25009CO237F, CONCRETE PAVEMENT. o /� - - �� A \ - s EFFECTIVE DATE: JULY 3, 2012 ° / \ \� \ GG\ / / �/ / / / C 0 's2 3. NO EXCESS EARTH MATERIAL WILL BE BE REMOVED FROM THE 0 0 \'so,,- / \ \ 162 �� N - _9,�`,, / / � � F6 � �' \ h I / PROPOSED y!� � W - �`� 16$ / / N / � \\ �s \ SITE. // LIMIT OF WORK // O CO o \\ ♦ �.� / / // �/ F1 \ � _15a- - - - \ - ��S0 \\ 2s 25\� \ \\ B30 (TYP.) / \ `O = \ s ♦ '9� / ass 5 / - - \ �� LEDGE �`�° \s°" \ \ 4. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY - - - f� -158- / 2 , - 15s� 0��S?� UTCROP LOT WITHOUT A PERMIT FROM THE BOARD OF HEALTH, IF SUCH —158 LOT 4 '-\� s / ` ��2\ Q � � � - \ �a s 2s� , 25� / . � A ��. (EYP.) d � v s � A11 B31 PERMIT IS REQUIRED. 50' 5 LIMIT F 50' ° \ \ L� \ \\ \w � \ 5 \ \ NO-BUI D'ZONE \ \ `'m \ \� I I 5. TEMPORARY GROUND COVER AND/OR EROSION/SILTATION STORMWATER \ 5° \ �� - \ 79, \ "o \\ CONTROL SHALL BE ESTABLISHED TO PROVIDE STABILIZATION ON INFILTRATION \ 0 164 \ s 50, / 5° i / \ \ -61 \� \ &0. \\\ \ 632 / ANY UNBUILT LOTS. 1 BASIN "D" \ \ \S 62� \ \ - - \ \\\ \.... 6� \ �s \ 0 D 6. ALL EXISTING STRUCTURES ON THE PROPERTY ARE TO BE RAZED. 162 — \ / 100, �♦ \ \ A V A V 100 100' / 0 °o, 14846 — — _ v —138• \ 190 ' �� •. — � �� "� 1 \/fit �7 \ \ sQ LOT 5 - / \ Qo 10 A10 \ \ 100 GiG / 6 / 1 � \ ° �� LIMIT OF I 162 164 s \ / I F _ 100 BUFFER 1 I I .� I Sp, \ \ \ \ \G I ROPOSED \�S4 - ZONE N/F I \ \ ASC AF \ \ \ G \ NOVS 156 s I I l \ JONATHAN & MARY ANN QUINT 0 F/2cc� M��FR `` STORMWATER �s LOT 3 \ PROPOSED 1 I I BAR.FSR '�s8o \ 2 LOT 7s8v v v v B� INFILTRATION\ �, 1s q9 BASIN „C„ -HOUSE :: 1 4 I 7s a / \ \ V A 34 C TOP FND\ \ - - / V 6 \ V A V A — \ =169.0 1 GAR.FLR. ,156' PRQP 5° A Qo \\ \\\ \ \ \ \ =161.0 I s s 'so \ \ / ' Nous- J �^ \ \�\\ \ /"35\ \ \\\\\ SGAR., SE v\ \\ \ I 1 160.0 1520 / \ s \ \ \A P36 \ \ \\ -� 1 \ -. . / � �Sg � / 156 / '` a• STORMWATER \\ l� INFILTRATION N/F 152 / �� \ / / j \ w as BASIN "B" ARTHUR & MARIANNE HOOD 148 EUGENE & CHRISTINE GARCIA ass\ PROPOSED _ - - \ s lR 76 °, s s o 4 14p 1 0 \ \ SEDIMENTATION - PROPOSED LANDSCAPE SCREENING IN \ \ A \ <o ° �` v u/u _ 5 LIEU OF 50' PERIMETER BUFFER: \ \ \ \ �s90 a s CONTROL (TYP.) LOT 2 6 TO 8 FOOT TALL WHITE PINE TREES \ � \ � \ TO BE PLANTED 10 FEET APART ON A \ \i� \ 's EXISTING 1 g. / / c - - s -� ��42 ° IA4 20° BENCHMARK: \ CONTINUOUS 4'WIDE X 12" HIGH BERM \ \�\\ \ s / f - i / w 20° MAG NAIL SET PAVEMENT HOUSE TO BE 146.5 / o�`S - \ \ / h ° i �°!� o - 20� ELEV. = 139.21 (NAVD 88) v vvv vv v _ ♦ � - RAZED ^5 " i Opo / vwsw�v 'sa �1s8� ♦ -- 1ss opNOUS�FO' �� - _ _ � s d \\ 3 INV IN = 134.4± - - - a Al � Ulu �^ —156- - � — / / / 148 god . Biu U�� G \ CD Y X156— — :"� lrP#2 TP 148 ..�•od � J a' � � � �• ,� •..., X13 ��/ G yr° ROOF RUNOFF jj/ -148- 0,s �s �/ ,154' INFILTRATION i h / ) ; 8 0 5 4 STEM (TYP.) ::' ^�`° �° / / , , u G s 2 \ ,15 ' ^h ^� / STORMWATER 1yo �Q \�� /' /�G'8, 152 LOT 1 / r a� o INFILTRATION / 1o0' -�— 100, ,SMP 10' WIDE X THIGH SRO BASIN ,A, 1od I G O�P BOX CULVERT N/F �so / F� d/ - god- / / I INV OUT = 134.3± ROGER& JOAN MAILHOT ^oo OPEN JPjI-�CE // EXISTING GUARD RAIL (TYP.) I 2 N/F NQOn \\ \ 1s FXV Tj \ .......... o II 1° s0 WOELK EGBERT ��J v v \ o `� tiC �/ ti I d - - PARCEL A / V 70 148-- �p,� �� v�v 48� v FSS goo / BORDERING VEGETATED WETLAND (C-SERIES), 25' O INV 18" RCP = 132.7± IBRO "APPROVED UNDER THE SUBDIVISION PROFESSIONAL 46 \ \ '9S' \ /vl l 5� �140� �s v IB \ \ , 1 f� \�\\\\\ \ ^�o fyp� /tis it / Snv1TO CONTROL LAW UPON CONDITIONS" ENGINEER \\\\ \ \/ Mo — LEGEND � 56 �� CC4 I � � � NORTH ANDOVER PLANNING BOARD LIMIT OF 200' RIVERFRONT AREA - �\\�0\\144 GB�� / i -c C1/ I o° \�8 \ N ° STONE WALL zoo' LIMIT OF 200' RIVERFRONT AREA 2 \� \\ \ � ` 1 F N/F NOW OR FORMERLY OF god / \ � 42� �\ / j C6 100LIMIT OF 100 BUFFER ZONE \ k�G4 J �, DRAIN MANHOLE LIMIT OF 100' BUFFER ZONE \ \\ 14p ' S C7 ^36/ 50' LIMIT OF 50' NO-BUILD ZONE � CATCH BASIN AND DRAINAGE PIPE \ \ �� / �• Cb CO. / FOUR 10' WIDE X 4' \ �`� � / �`�j ! ^oma HIGH BOX CULVERTS 25' LIMIT OF 25' NO-DISTURB ZONE \\ \ < / H1 FIRE HYDRANT LIMIT OF 50' NO-BUILD ZONE \ �� \ \ G3� , INV IN = 133.4± PHILIP G. CHRISTIANSEN INV OUT = 133.2± DATE: EXISTING WATER MAIN & GATE VALVE 164 PROPOSED ELEVATION CONTOUR LIMIT OF 25' NO-DISTURBANCE ZONE 'so \\ \ C8 \ -136G22 / - -206- EXISTING ELEVATION CONTOUR w PROPOSED12" CLDI WATER MAIN \\ �4\��\�40_ G1 . H3 ^°° DEFINITIVE P. R. D. 46 142 - EXISTING SEWER MANHOLE & SEWER MAIN � s PROPOSED SEWER MANHOLE & SEWER MAIN X144 \ , PERENNIAL LIMIT OF BORDERING LAND SUBJECT TO / BANK(H-SERIES) SUBDIVISION PLAN SITE GAS MAIN PROPOSED DRAIN, FLARED END SECTION, & RIP-RAP FLOODING (ELEVATION 138.0 FEET)AS ESTABLISHED ON FLOOD INSURANCE RATE MAP H H4 / s FOR GRADING U UNDERGROUND ELEC./TEL./CABLE TV LINES COMMUNITY-PANEL NUMBER 250098 0007 C AND H5 "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 /J SEWER , SAMUEL CURRY EASEMENT O RECORD CLAUDIA DUPUIS APPLICANT: NORTH ANDOVER REALTY CORP EXISTING EDGE OF GRAVEL DRIVE Q�O ` ` V WASTEWATER OWNERS : 464 APPLETON STREET 66 SPRING HILL ROAD EXISTING TREE/BRUSH LINE V`�O 42 \j PUMPING NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 OSQ / STATION DATE: JAN. 10, 201 , WETLAND FLAG AND EDGE OF BODERING SITE GRADING PLAN M J REV: C6 VEGETATED WETLAND 40' 0 40' 80' PROFESSIONAL ENGINEERS & LAND SURVEYORS H3 CHRISTIANSEN & SERGI , INC. — . - — WETLAND FLAG AND TOP OF PERENNIAL \_ J 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 (�2013 CHRISTIANSEN & SERGI, INC. DWG. NO. 11053003