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HomeMy WebLinkAbout2013-10-01 Planning Board Supplemental Materials (66) TERMINATE WATER SERVICE AT MAIN / BENCHMARK HYDRANT SPINDLE ELEV.=193.16(NGVD 1929) HYDRANT OUT OF SERVICE SMH 0 RM 191.30 S.B./D.H.(FND) / RI -Iasi°�s HAVERHILL ST. Q� 2 11 V=186.2 /N 90� 90 12" WIDE WHITE STOP LINE Q r0 _ 0 8 FEET FROM EDGE OF ,' \ `\ STREET STOP SIGN00 \ N \ Z__ o / 1N�SET� CLOSE OFF DRIVE W/ / SITE Z__ \OEC \\ n P 1Z 90 SLOPED GRANITE CURB Q W \ TO MATCH EXISTING 0 W NG\ pig\-\C CB 8 "8 ` \ �GE \ \ !s RIM=191.5S \ 2 33 e° 21 L.F. NEENAH VANE DRAIN20 _ .193 S INV IN =190.16 \ i ° ° ° 193 \ W/10" SDR 35 PVC PIPE LOCUS PLAN SCALE: 1"=800' \ / N INV OUT = 189.20 �( GRATE ELEV=191.5 FOR REGISTRY OF DEEDS USE / / \ SUMP - 185.20 \ P i P 235 1 HEREBY CERTIFY THAT THIS \ 19 / /�05• / SOD SWALE N e°°° - - \ PLAN CONFORMS TO THE RULES AND N ° \ s°°° I ° / ' ' / �� 203 30" PIPE REGULATIONS OF THE REGISTERS OF / Ex1ST, Cg °ra °o ° °C" Cgs 1�8 ,y \ DETENTION SYSTEM R1M,1s� 15 \� / / ° INV IN =189.00 DEEDS OF MASSACHUSETTS. DH SET , \( 1 / \ tae �� +a 1 25 INV OUT = 1 89-00 BOTT. STONE=188.188.25 ROAD \ `\(P \\ ALL CURBING TO BE STONE \ / i Z O \ SOD BERM SLOPED GRANITE 1 PIN(FND.) /I/O \� \ 6p \� \l `\ Qw \ \ 0' \ Note: remove vegetation in \ ° I \ \ Rjh, _----Right-of-Way as needed to ° s, PROP. SEWER SERVICE LEGEND: ,q �, / / M j EX # \ enhance sight distance. \ SADDLE N )O� \ \ i I \ E X \ °°° - 7gQ, ROOF�R3\2 J INV=1872(ex(NO"")EW 6 ) /NF `F� X OID DEEP STONLONE � °°�� �, D 9�3 0� S R,4 � \N`�,19 ' 6 ( �, \\ EXISTING CONTOUR ^ti ( \ \✓ , \ TRENCH REMOVE DRIVEWAY 8 196 \ PROPOSED CONTOUR \ PAVEMENT ' ROOFDRAIN 6 SCHD 40 PVC 1A \ - p- - _ WETLAND BOUNDARY --TP-2 \ DRYWELLWP�� \ S=0.0050 RIM=188.8 _ o \ rr ,/ LOT 6 1 \ BOTT. STONE 184.0 6� �� , \ 8 a EXISTING WATER G 94. \ 13,315 S.F. 1 v'o c'^ DMH °° ��� 1 X56 P mss 1 -6 \ P\ 1"w PROPOSED WATER / o94.9 \Nv RIM=1 100' \ / INV _\ 189-00 ACCESSIBLE INV OUT11890 PARKING \o � PROPOSED DRAINAGE y SIGN gv v �SUMP=186.5 F�O0R x35.5 PROPOSED SPOT GRADE \ \\ \\� 2��� PF \\ \\� TP-1 SOIL TEST PIT TOWN CORNER ! \ PARKING CALCULATIONS CATV ELECT, TEL & ANDOVER-NORTH ANDOVER-1 STONE MONUMENT TIPPED NW � �r I � -\- 1 - - OPTION 'A' - 100% BUSINESS/OFFICE USE 1" WATER SERVIC I SLPB � - 1 - _ ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° PROPOSED EROSION CONTROL - 1 3 SPACES/1000 S.F. X 2745 S.F. 1 =8.23 SPACES REQUIRED / SGC �TP-1 ROOFDRAIN \TP-1 SLOPE GRANITE EDGING - / (11 SPACES PROVIDED) i ° 0 EXISTING UTILITY POLE I � I \ PIPE(FND.) OPTION 'B' - 50% MEDICAL OFFICE USE 6" SCHD 40 PVC \ / ° °° \ S=0.0050 \ '� 195.00 GRADE AT BOTTOM OF CURB 50% BUSINESS/OFFICE USE 4.5 SPACES/1000 S.F. X 1373 S.F. 10" SEWER EXISTING SEWER =6.2 SPACES REQUIRED , SMH 3.0 SPACES/1000 S.F. X 1373 S.F. / �,� SMH RIM=194.78 sr RIM=194.78 PROPOSED SEWER cb m"=167.95 Our =4.1 SPACES REQUIRED INV=187.95 OUT tKI/ =10.3 TOTAL SPACES REQUIRED / �� i PROPOSED UNDERGROUND (11 SPACES PROVIDED) , \ ELECT, TEL, & CATV Deep Observation Hole Number. TP-1 3 Redoximorphic Features Coarse Fragments 1 ® '� \ Soil Horizon]Soil Matrix:Color- (mottles) Soil Texture q by Volume Soil Soil Depth(in.) USDA Structure Consistence Other / \�� Layer Moist(Munsell) (USDA) Cobbles& (Moist) ° 1 Depth Color Percent Gravel Stones 0-9 A 10 YR 2/3 loamy massive friable / sand ✓1g6 / �� CATCH BASIN � �96 / ,� BUSINESS-4 ZONING DISTRICT 9-15 Bw1 10 YR 3/4 Is mass. fr I / / 9// /� / ° 1 / / 9 FRAME & GRATE °°° 8-PRECAST CONC. 15-22 Bw2 10 YR 5/6 Is mass. fr , I I i %10'�96�/ / / 1 // / / RIM=194.5 ° , I l �� jA9�g6�j / / ROOF DRYWELLS ZONING ANALYSIS 22-32 Bw3 0 YR 6/6 Is mass. fr INV I N=192.83 ° ITEM REQUIRED PROVIDED EMERGENCY 32-106 C 2.5Y5/2 60 7.5 YR many Sand l some single loose PIN(SET) 2� // / // OUTLET: RIM=194.5 5/B ravel grain LOT AREA 80,000 S.F. 13,155 S.F. \/ �� FRONTAGE 200 FT. 105 FT. X00 y�Q U\��\NG X00 FRONT SETBACK 50 FT. 73 FT. Additional Notes. O 20 6 6 SIDE SETBACK 50 FT. 13 FT. e�F FR F`� 0L l�F FR W� REAR SETBACK 50 FT. 15 FT. F Roots to 60",seeping at 90 inches,ESHWT=60 inches(band of oxide 7.5 YR 518) I O �� / A 8 C.B.A. 60,000 S.F. 13,155 S.F. / ZNFp_ _ 1A � r�F15 R TP-2 Deep Observation Hole Number: Redoximorphic Features Coarse Fragments / -ir3 MAX. HEIGHT 60 FT. 27 FT. Soil HorizoN m Soil Matrix:Color- (mottles) Soil Texture %by Volue Soil Soil �t Co Depth(in.) Layer Moist(Munsell) (USDA) obbles& Structure Consistence Other(Moist) r-1'r' t) n n 2 A \\( �+ A n Z A N-I^ J ` J � MAX. LOT COVERAGE 25% 20.9% epth olor ercent ravel Stones � 0-36 A 10 YR 3/2 Loamy massive friable / � MAX. FLOOR AREA 1.5 : 1 0.21 1 sand R A TI 0 36-42 Bw1 10 YR 5l6 LS 42-48 Bw2 10 YR 514 LS 48-116 C 2.5Y 5/4 60 See below many Fine sand / D FENCE S AREAr PROPOSED SITE PLAN PROPOSED �o FENCE �o of 102 PETERS STREET Additional Notes: ��G� 6 P NORTH AND0VER, MASS. Roots to 60 inches,not many cobbles compared to TP-1,less gravel. Some seepage at 98 inches.ESHWT 60 inches 7.5 YR 5/8 �O / `\I'- I PROPOSED �Q / � � FENCE PREPARED FOR: DUNDEE PROPERTIES, LLC concentrations&2.SY6/2 depletions at 60 inches and below DATE: December 13, 2011 REVISED 01 -25-12** ,P � �A� REVISED 02-02-12** VREVISED 02-27-12** WETLAND BOUNDARY WAS FLAGGED BY LEAH BASBANES , REVISED 09-24-13** BASBANES WETLAND CONSULTANTS IN MARCH 2011. ' N 8A FENCING DETAIL 8A � � SCALE: 1 = 20 �gA �gA SCALE: 1 "=20' andover Approved by the PROPOSED SITE PLAN- consultants EXISTING CONDITIONS PLAN- NORTH ANDOVER PLANNWG BOARD DATE: Inc. 1 East River Place James S. Fairweather II PILED: **REVISED 09-24-13: ADDED FENCED AREA DETAIL Methuen, Mass. 01844 Reg. Prof. Engineer **REVISED 02-27-12: TOWN ENGINEER, PEER REVIEW COMMENTS 0 20 40 60 80 Ft. P: \11\11-12\DWG\SITE.DWG **REVISED 02-02-12: SEWER, UTILITIES, DUMPSTER HEARING: **REVISED 01 -25-12: WET FLAG 3A, REVIEW COMMENTS [-SHEET 1 OF 3 0 5 10 20 Meter