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HomeMy WebLinkAbout2013-04-02 Planning Board Supplemental Materials (127) ��C/ 16 ' / 1 / / I / 1 I o i N/F �� -11� / ,172�� ���° "1 11 ,/ �� �o �°° ;��;`° ,�� �� � � IN \ INFILTRATION BASIN ELEVATIONS \ \ DAVID BLUNDIN / / i / `° / / \ / I I INFILTRATION BOTTOM OF BASIN TOP OF BERM 100-YEAR PEAK EMERGENCY EMERGENCY SPILLWAY mol T 1 o0 / / / / _ X172_ \\ \ `\ / / i �/ / / /� ��/ / // / ISOLATED VEGET TED �_ 1 I OPEN PACE PARCEL C BASIN ELEV. (A) ELEV. (B) STORAGE ELEV. SPILLWAY ELEV. (C) OVERFLOW WIDTH (D) - - - - - / � ' 100 / / -rIMIT OF 25' / WETLAND (E-SEES) N I A 146.5' 148.7' 147.70 147.8' 6' NO-DIS RBA�ICE / , 0 5 / I I B 142.0' 143.6' 142.60 142.7' 6' \ d ZONE(YP� o / o / X170 \ BENCHMARK: / NS / / i / / ,i ,/ / s I I /� A^ C 155.0' 157.1' 156.07' 156.0' 6' / IS LSAT KVE STAT D -� �7MAG NAIL SET IN 10"_M�E 9 � k \25 °' I� ELEV. X166.22'(NAND 88) /WETLAND (�-SERIES) / /50 / / �� BORDERING VEGETATED D 155.5' 157.5' 156.43' 156.3' 6' o° / / / 50' / �5' 2s WETLAND (A-SERIES) BORDERING VEGETATED WETLAND (B-SERIES) NOTES: AiN ,66EXISTING HY@ReNT \ e 06 / / / / / E3 � \OPEN SPACE \ / / n E2 1. ALL TREE STUMPS ARE TO BE GROUND IN PLACE OR REMOVED \ ___ \ / 25/ 2 4g / ,/ C\i �4 ° �6is I \ FROM THE SITE. NO STUMP BURIAL AREAS ARE PROPOSED ON SITE. PARC166 \ o/ / / / / / P E1 \ \ A132. THE APPROXIMATE VOLUME OF FILL MATERIALS TO BE OBTAINED V 4 \ E5 \\ OFF SITE ARE. 947 C.Y. OF GRAVEL BORROW MATERIAL, 315 C.Y. OF X162_ '\ `� j�� / ` E6 E7 • ' �`' \ \ DENSE GRADED CRUSHED STONE, AND 436 C.Y. OF BITUMINOUS - /7`�� \\ \ �/ \ � / o // ,/� / / // // _ _ _ /L 0 F� \ �s CONCRETE PAVEMENT. / 76p \\ ` �\ o o `\ \� - �9 // h// / / / h� C / \7s2 3. NO EXCESS EARTH MATERIAL WILL BE BE REMOVED FROM THE PROPOSED �� \ 6\ Co w j C \\ 168 i / / / / j 0 F6 \ \\ ` �� SITE. LIMIT OF WORK \ p j �� �� \ �,� / / / /� �� _154- - \ _ , \ 25, \�� (TYP.) \ `p O z \ y 9i / / / �o F1 \ _ _ \sp \ 25 ;j 00' \ o s _ �2 goo / 'ss Z5 �� \ LEDGE \` \° 4. NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED ON ANY a co \ ^ / � \ '�` s2 \ ms's 'sr \ LOT WITHOUT A PERMIT FROM THE BOARD OF HEALTH, IF SUCH �- \p Q , \s ♦ 'o X158- �'25, - 156 \ OUTCROP / \ \ �� \ 1,58 \c� - / 2s, may` \ o. �' \ \ \ \ PERMIT IS REQUIRED. � , LOT 4 s� sow 2 (TYP.) yo \ so, \\ \ B31 �o,� LIMIT F 50' \ \ \ l� NO-BUI D\ZONE ��\ `'s \ \,F I 5. TEMPORARY GROUND COVER AND/OR EROSION/SILTATION STORMWATER \ '�\\� \ yo\ - - V \ o CONTROL SHALL BE ESTABLISHED TO PROVIDE STABILIZATION ON \ \\� 164 o s Sp, / 5° /\ \ �6, \ �15a- \ \ so, \ INFILTRATION o \ // o \ \ ��� \ \ \ \ B,32 ANY UNBUILT LOTS. BASIN D / s °�� \ \ - - \ \ s\ \ as \ b - - - i \ ,\ I �' ' �....• , \ \ `\ 2�a 6. ALL EXISTING STRUCTURES ON THE PROPERTY ARE TO BE RAZED. 1o0, 100' / o / °°- 14g 6 - - �\ I B33 -13$ \ 7. THE LOCATION OF THE SEWER FORCE MAIN THROUGH THE \ _ _ 107 \ \ 1�z \ � , - LOT 5 g0' } \ \�r'�4p PROPERTY WILL BE DETERMINED BY THE WATER AND SEWER \ v \ \ \ --- so s _2 I \ 10 DEPARTMENT AND ADDED TO THE PLAN. IF THE FORCE MAIN TOP OF BERM \ e 'ss TP#3 \ o / \ \ �° \ 1 I A�10 \ \' ` REQUIRES RELOCATION TO ALLOW FOR THE CONSTRUCTION OF THE \ \ s 0 � � \ ` � - J X62 1 ° / \ ° LIMIT OF \ 157.5' Q q, ass \ 2 /� \ 162 164 / ( 1 'S \ _ �00' BUFFER \ I I I �w I\ SUBDIVISION IT WILL BE DONE AT THE DIRECTION AND APPROVAL OF so, / \ V � / I PROVO �s - - - - - ZONE I I I � .�I THE WATER AND SEWER DEPARTMENT. V AA �a;, SE o W FRi / \SSE \ \ \\ Hovs - - / / co / I \ I TOP F E STORMWAT\t LCAT 3 s I GqR.F�R r 166.p s' N I \\ INFILTRATION 'sd \ PROPOSED 164 158.p \ LOT 6� I I �" I n� 9 I / N/F 'c \ \ IOd� BASIN "C" \ ` / �\ \\� \\ 34 JONATHAN & MARY ANN QUINT \ \ \ \ cp \ TOP FND\ C\ ass � \ } \ � 169.0 \\\\, ) � I \ \� �• � • \ � � GAR. FLR 1 a N y, 1 \\\ 6� PROP \ \ \\ \ \ \ =161.0 76 p \ 62 , -15 S�� \ �h \ �\ \ \ \ &1�35 \ \ N \ \ \ STORMWATER \ rn <, fir;' / R.F 60. n\ I TP#1 II � 0 1 ,� ,\� . �sp I � 16° I � � � �R. ;1520 \ � •s,... \ \ INFILTRATION L��\ :�\� y / i \ •.\. � A� BASIN B _ o 1 \ I TOP OF BERM \ 154 152 143.6' 0 N/F / / \ mss ARTHUR& MARIANNE HOOD TP 7 \\\ `\ \ ! \ � r.. ' � I 4D• ,�c� , � �_ 150 / / �TP#4 •� ( �� ° B� N/F �� \\ \ i ( p 148 2� \ \ PROPOSED EUGENE & CHRISTINE GARCIA ss\\ \ \ - 162 RAO' X48 / ,NI w \ '.I\ SEDIMENTATION \ CONTROL(TYP.) 006 PROPOSED LANDSCAPE SCREENING IN `\ 'sem ° \ \ ' �R. s�p A:- 'so` ass '1s ' 4 \ } \ STREET SIGN 1& ooh -_ LIEU OF 50' PERIMETER BUFFER: s-0 \ 4 ='- s oo� / 6 TO 8 FOOT TALL WHITE PINE TREES \\ \ \\\ \ `\ LOT 2 - _ , 1 \ / BENCHMARK: \ \s\\\� \'s EXISTING , Y \ // \c \ \ ` ' o TO BE PLANTED 10 FEET APART ON A \\ s "'^ g� Ago MAG NAIL SET PAVEMENT CONTINUOUS 4 WIDE X 12 HIGH BERM HOUSE TO BE e ^ " ' ::' / PROP / r: -: 2oa ELEV. = 139.21'(NAVD 88) RAZED �5 :, :.� .. . /100 OSF � - j ti � - \ X158\ 6'.'; TopF - 4 ^h - _ ` �o A3 INV IN = 134.4± PAP. NlY-,76,1 .\- ,d'r. Q / 30 FOOT BUFFER / L .\',550 ` - - - Y /ROOF RUNOFF ^a l p#2 TP 1 200 -148- INFIL*ATION S STEM TYP. I ti ^ o/,Q X15 - .�' (TYP.) / �° ,p \, / STORMWATER / O `\\� \ /IV 152 ^ w -�c'oo . ,; \ 8.A LOT 1 INFILTRATION / 100' / I ,moi,, 10 WIDE X 3 HIGH Ctij'O \��� �cS ' BASIN ..A.. «.J � ' ` // '", i% BOX CULVERT \ \Is F N/F INV OUT = 134.3± ROGER & JOAN MAILHOT 760 v / Z / X06 TOP OF BERM 148.7' 0 ��P E N �+ �C E / �� EXISTING GUARD RAIL (TYP.) S / N/F �O �� /,s g / o 0 1 i PARCEL Ao WOELK EGBERT �FD! \sow Tj,�C o ' / BORDERING VEGETATED 5� II / _ b / WE7L�AND (C-SERIES) o� 25' 5 40� Q INV 18" RCP= 132.7± OOK "APPROVED UNDER THE SUBDIVISION PROFESSIONAL /zcil / 2 -1l // �s v1T0 PR CONTROL LAW UPON CONDITIONS ENGINEER �� \ o �• CQ C4 I \ J� MOS NORTH ANDOVER PLANNING BOARD LEGEND LIMIT OF 200' RIVERFRONT AREA \\ \\144 8,, ^` // 5 / v Cl oo\�� CNN 2y o/ i5� C2/ m STONE WALL 20o LIMIT OF 200' RIVERFRONT AREA / 2 \\ \ = / F �� ^� i $ N/F NOW OR FORMERLY OF 2 �142, \ � R\ '� / j C6 / 100' LIMIT OF 100' BUFFER ZONE G4 QD DRAIN MANHOLE LIMIT OF 100' BUFFER ZONE \\\ X140 S C7 50' LIMIT OF 50' NO-BUILD ZONE ��/ FOUR 10 WIDE X 4 CATCH BASIN AND DRAINAGE PIPE \ \ \ w' x / ^�' \ / �`y/ ! M/ HIGH BOX CULVERTS Q2 REV. 2 25' LIMIT OF 25' NO-DISTURB ZONE \\ � G3/ ^ H1 INV IN = 133.4± i', LIMIT OF 50 NO-BUILD ZONE / / / PHILIP G. CHRISTIANSEN INV OUT = 133.2± 1 REV. 1 DATE: FIRE HYDRAf� \ \ i 164 1ROPOSED ELEVATION CONTOUR \ \ \I 62 tea- EXISTING WA I Er. NiiAIN & GA i t VALVt LIMIT OF 25' NO-DISTURBANCE ZONE asp - -206- - EXISTING ELEVATION CONTOUR W 'ROPOSED12" CLDI WATER MAIN \\ �4 \� \ 140- G1 H3 ^�6 DEFINITIVE P. R. D. � s PROPOSED SEWER MANHOLE & SEWER MAIC` r46\\\,_142- EXISTING 42- PERENNIAL EXISTING SEWER MANHOLE & SEWER MAIN LIMIT OF BORDERING LAND SUBJECT TO 44 BANK (H-SERIES) SUBDIVISION PLAN SITE GAS MAIN PROPOSED DRAIN; FLARED END SECTION, & RIP-RAF' FLOODING (ELEVATION 138.0 FEET)AS ' H4 ESTABLISHED ON FLOOD INSURANCE RATE MAP H / FOR GRADING UNDERGROUND ELEC./TEL./CABLE TV LINES COMMUNITY-PANEL NUMBER 250098 0007 C AND H5 „REGENCY PLACE" D PROPOSED DRAINAGE SWALE LOCATED BY FIELD TOPOGRAPHIC SURVEY PLAN PS EXISTING GUARD RAILi PROPOSED STREET TREE TO BE PLANTED PERENNIAL BANK (G-SERIES) EXISTING IN SEWER NORTH ANDOVER, MA EXISTING EDGE OF PAVEMENT sc PROPOSED STORMCEPTOR WATER QUALITY DEVICE N/F �[ EASEMENT SAMUEL CURRY `(� EXISTING EDGE OF GRAVEL DRIVE �00 RECORD CLAUDIA DUPUIS APPLICANT: NORTH ANDOVER REALTY CORP 0 WASTEWATER OWNERS : 464 APPLETON STREET 66 SPRING HILL ROAD J' EXISTING TREE/BRUSH LINE ^��� PUMPING NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 OJ STATION DATE: JAN. 10, 2013 ��. WETLAND FLAG AND EDGE OF BODERING SITE GRADING PLAN REV: 3/12/13, 3/27/13 VEGETATED WETLAND C6 40' 0 40' 80' V47PROFESSIONAL ENGINEERS & LAND SURVEYORS H3 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