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HomeMy WebLinkAbout2012-03-20 Planning Board Supplemental Materials (123) BUSINESS-4 ZONING DISTRICT TERMINATE WATER ZONING ANALYSIS SERVICE AT MAIN ITEM REQUIRED PROVIDED LOT AREA 80,000 S.F. 13,155 S.F. BENCHMARK FRONTAGE 200 FT. 105 FT. HYDRANT SPINDLE ELEV.=193.16(NGVD 1929) \ FRONT SETBACK 50 FT. 73 FT. HYDRANT OUT OF SERVICE t SMH SMH SIDE SETBACK 50 FT. 13 FT. / RZM=191. N OS.B./D.H.(FND) O RII4=1910 186.2-N 12" WIDE WHITE STOP LINE REAR SETBACK 50 FT. 15 FT. S8 FEET TREET FROM EDGE OF / C.B.A. 60,000 S.F. 13,155 S.F. "E MAX. HEIGHT 60 FT. 27 FT. / 0 00 STOP SIGN MAX. LOT COVERAGE 25% 20.9% / 1N�SET1 CLOSE OFF DRIVE W/ / N P 90 SLOPED GRANITE CURB \ MAX. FLOOR AREA 6c'w\��> \ \ �2. TO MATCH EXISTINGCB 6�W\��� \\ ( p� RATIO 1'S 1 0'21 : 1 RIM=191.5 21 L.F. NEENAH VANE DRAIN S \\ a 2 0� _193 S \ INV IN =190.16 \ i _ °° 193 \ W/10" SDR 35 PVC PIPE r1 X \ INV OUT = 189.20 GRATE ELEV=191.5 i \ SUMP - 185.20 g \ SOD SWALE - \ / �/ � // // U") \ \ \ ,°° ° °�°�° i a 203 \ 30" 0 PIPE CB a ° g� �8 \ \ DETENTION SYSTEM E)CIS118� 15 \\ \ �� / / / i/ EXIST 18�.15 °°° ° INV I N =189.00 DH SET // \ i \ 1 / 25 INV OUT = 189.00 1g9 � °j• � � } BOTT. STONE=188.25 ROADego/ \ \ ` \ / / �\ p\ \ ° \ h(P \ NO CURBING TO BE STONE �s \ / \\ \ \ ti� o�\ SOD BERM \ °°° LEGEND: C � G ' s / SLOPED GRANITE PIN FND. N� pw�� \N \ \ v' \ Note: remove vegetation in \ \ ° ® I \ PROP. SEWER SERVICE ( ) yQ , / / I \ \S�\�G 102 4i \ /Right-of -Wht distance. to \ e� I \ SADDLE ,9� \ �, / I \ EX # \ a� \ enhance sig ° EXISTING CONTOUR �O / / °' ` / I /°"'a,..,�o ° �gQ, RpOFD93\2 I INV=187 2(ex(110") 6") TD4N O01', X' WIDE ID DEEP STONE % � ,� i 9438 0� S /� �<ypl INv�1 66 �\ \\ 1A X 24' LONGPROPOSED CONTOUR TRENCH REMOVE DRIVEWAY �� f 1q&. \ - �- - WETLAND BOUNDARY 2 ✓ \ >• \ \ PAVEMENT °°o \ 6" SCH AIN 6" SCHD 40 PVC 8"CI EXISTING WATER \ \ STP-2 DRYWELL \ \ S=0.0050 x \ \ RIM=188.8 °°° PrP-2 wpL� LOT 6 \ BOTT. STONE=184.0 /� \ 1"W PROPOSED WATER °°° Geo 194 6� ��j' PSC 15 \ \� 13,315 S.F. j �\ ?A DMH °°° �� 6'v,�ag. -6 / PROPOSED DRAINAGE \ O RIM=194.9 ACCESSIBLE , \5�010C / \ O ,o INV IN= 189.00 PARKINGW p\NG \ x35.5 PROPOSED SPOT GRADE 7� INV 1 \\ \ (\ Ops \ SUMPU186.5 SIGN oe OSEO 8v\` (\ \ TP-1 ROP OR \ \ ® SOIL TEST PIT \ \� oY \2 j45 S• ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° PROPOSED EROSION CONTROL TOWN CORNER I `�� \� ELEC 2+CATVT, TEL rn & °; I ANDOVER-NORTH ANDOVER-1 STONE MONUMENT TIPPED NW ' I I/ / \ ` 1" WATER SERVIC °°° I SLPB 19 \� - - _ SGC SLOPE GRANITE EDGING 0 EXISTING UTILITY POLE ��• '�/� ! 1 °°°° 195.00 GRADE AT BOTTOM OF CURB TP-1 ROOFDRAIN \TP-1 ° \�PIPE(FND.) 6" SCHD 40 PVC / ®� /°° °� 10" SEWER 5=0.0050 �� X EXISTING SEWER PARKING CALCULATIONS %� +�' �S• PROPOSED SEWER OPTION 'A' - 100% BUSINESS/OFFICE USE ° RIMIi x 194.78 3 SPACES/1000 S.F. X 2745 S.F. ° � o SMH_194.78 olie& PROPOSED UNDERGROUND / lNV=187.95 OUT °'° � lNI V=187.95 OUT / pc� =8.23 SPACES REQUIRED °°° o° ELECT, TEL, & CATV � �h�`� (11 SPACES PROVIDED) ^� i�°° OPTION 'B' - 50% MEDICAL OFFICE USE 13 ® °° 6', 50% BUSINESS/OFFICE USE 00, C>, / \\\ / 4.5 SPACES/1000 S.F. X 1373 S.F. Use Observatten Hale Nuel ber. TP-1 _ _ � I �/�j�/15� � =6.2 SPACES REQUIRED rtedoximorphic Features Coarse Fragmems con�a / \ 96 / CATCH BASIN Soil Horimry Soll Matrlx:color- lmotdec, Bali Texture '1�by Volume _ sail soil other I' I ��% // // 3.0 SPACES/1000 S.F. X 1373 S.F. FRAME & GRATE �°. °°° �� I `J1i% // // 8-PRECAST CONC. Depth(in.] Layer Moisl(Munsell) (USDA) Cobbles 8 Structure Mnict) Delmh color Perceru Gravel stones ( =4.1 SPACES REQUIRED RIM=194.5 ROOF DRYWELLS loamy - - �- INV IN=192.83 J. a_9 A 10 YR 213 masse+e f€ieble ,\\ / / / ,g =10.3 TOTAL SPACES REQUIRED °° sans �� / / / �� / / / EMERGENCY �/ �• 6m1 10 YR3f4 Is mass. fr (11 SPACES PROVIDED) OUTLET: RIM=194.5 9-15 15.22 8w2 10 YR 516 is mass. k PIN(SET) / �o \/ 22-32 Bw3 ':D YR 616 Is mass. fr 7.5 YR Sand& single / -9 / / 32-106 C 2.5Y 512 60 `/8 many ravel some rain loose w �i HAVERHILL ST. Z 700 OCG ���0 ��0 S��FF Q Addilional Notes: ZoN �� � �- _ . • '�1 P SFR ZEN p_ _ 1 A ST ARS g�1L o�2o 3A �n c T� G 0 Rents to 60',seeping at 90 inches,ESHVVT=6o inches(band of oxide 7.5 YR 518) _ / / 2 P / / 2 A SI I E �it1\ Deep Observation Hole Number: TP-2 4 A A / 4 4 A Redoximorphic Features Coarse FraSoil gments J Soil Horizon!Soil Matrix:Color- (mottles) Soil Texture %by Volume Sol l i i Depth(in.) Consistence Other Layer Moist(Munsell) Depth alar areae[ (USDA) ravel obbles& Structure (Nola[) � LOCUS PLAN SCALE: 1"=800' stones 0-36 A 10 YR 312 sandy massive friable / 36-42 BM 10 YR 516 LS 42-48 Bw2 10 YR 5/4 LS , / 5 p °'C, 48-116 C 2.5Y 5/4 60 See below many Fine sand �O �'`C' \\ / �O ��P `\I of �� 0 o� �� PROPOSED SITE PLAN 6 P Additional Notes: Q / i Q / v� i i 102 PETERS STREET Roots to 60 inches,not many cobbles compared to TP-1,less gravel. Some seepage at 98 inches.ESHVVT 60 inches 7.5 YR 518 NORTH ANDOVER , M ASS. concentrations&2.5Y 612 depletions at 60 inches and below . • ��P . • ��P �`= PREPARED FOR: DUNDEE PROPERTIES, LLC DATE: December 13, 2011 REVISED 01 -25-12** WETLAND BOUNDARY WAS FLAGGED BY LEAH BASBANES, pN �� SCALE: 1 "= 20' REVISED 02-02-12** BASBANES WETLAND CONSULTANTS IN MARCH 2011. / SA / 8A REVISED 02-27-12** / 9A / 9A ' andover PROPOSEDSITE PLAN consultants EXISTING CONDITIONS PLAN Inc. 1 East River Place James S. Fairweather II **REVISED 02-27-12: TOWN ENGINEER, PEER REVIEW COMMENTS Methuen, Mass. 01844 Reg. Prof. Engineer **REVISED 02-02-12: SEWER, UTILITIES, DUMPSTER 0 20 40 60 80 Ft. P:\11\11-12\DWG\SITE.DWG "REVISED 01 -25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 1 OF 3 0 5 10 20 Meter