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HomeMy WebLinkAbout2013-02-19 Planning Board Supplemental Materials (62) PVI STA=11+50 PVI ELEV=182.64 A.D.=2.8602 K=43.7033 196 125.oaoa'VC 196 192 7 192 > \ > w u �w W 188 O = 188 z PVI ELE =172.99 W M A.D._ .9662 \� K=10 3.5003 184 m 100.6. o'vc 184 4 \ \ U > y > m 180 o � 180 w > 8 W ?% PVI ST =6+50 176 PVI ELEI 161.42 176 bi A.D._2.8269 > > K=5:.0622 m I 150.0 0'VC PVI ST =4+50 172 PVI ELE =159.36 172 A.D.= .1700 K=4.9616 \ Vl 200. 0'VC IL 168 168 w o 164 PROPO EDC/LGRAD 164 ISTING C/L GR kDE 1.03% 160 160 a! W > j PVI ST =1+00 ❑ m m PVI ELE =141.16 O _ .7 K 156 158 K=4(.W5 w Cl W 152-- 152 Z F 5U ui W U 148 w > w 148 Q g a \�� a O fj \\ N f W 7 144 j W 144 \ m m 140 2 140 DATUM ELEV DATUM ELEV 136.00 138 m v r m ry o. m m �g g 1 �g }?Y 1. ad 6.4 gM 6.g M 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 PROFILE—REGENCY PLACE HORIZONTAL SCALE:1"=50' VERTICAL SCALE:1"=5' NOTES: 1. THE ROADWAY WILL BE DESIGNED TO MAXIMIZE THE BALANCING OF CUTS AND FILLS.THERE WILL BE A NET IMPORT OF FILL MATERIAL DUE TO THE NECESSITY OF IMPORTING THE ROADWAY BASE AND PAVEMENT MATERIALS. VARIESVARIES 50'STREET(R.O.W.)WIDTH ©2013 CHRISTIANSEN 8 SERGI,INC. 2 VARIES VARIES 26'-0"PAVEMENT WIDTH VARIES VARIES o 2 _ CONVENTIONAL SUBDIVISION (8'MIN.) CL (8'MIN.) 1�. SURFACE COURSE 1-1/2"CLASS I BIT.CONC,TYPE-1 TOP COURSE PVM ROADWAY EXISTING 4 SLOPED GRANITE EDGING SLOPED GRANITE EDGING 4 EXISTING BASE COURSE 4"CLASS I BIT.CONC.TYPE-1 BINDER COURSE PV PROOF PLAN GROUND ;�_ —__- _____ —3,00% 3.00%- 2.001, 1 GROUND 4"DENSE GRADED CRUSHED STONE FOR PROFILE & � f = p '_ = �' 12"GRAVEL BORROWTYPEb "REGENCY PLACE" TYPICAL 1 2 &SEE SEE INSERT LOAM 8 SEED 2`2 1IN 0 10' 6'MIN. MIN. —ELEC/TELE/CABLE COMPACTED SUBGRADE _ PROFESSIONAL ROADWAY NORTH ANDOVER, MASS. EXISTING GAS 4' 6'MIN. O O EXISTING ROADWAY PAVEMENT SECTION INSERT sj%w SECTION WATER O DRAIN ' RECORD CLAUDIA DUPUIS APPLICANT:NORTH ANDOVER REALTY CORP SEWER GROUND GROUND NOT TO SCALE pmwo. OWNERS: 464 APPLETON STREET 66 SPRING HILL ROAD NORTH ANDOVER,MA 01845 NORTH ANDOVER,MA 01845 ciux DATE:JANUARY 10,2013 SUBDIVISION STREET y" " REV: NOT TO SCALE '�'18TEn L PROFESSIONAL ENGINEERS&LAND SURVEYORS ' CHRISTIANSEN &SERGI, INC. 160 SUMMER STREET,HAVERHILL,MASSACHUSETTS 01830 SHEET 5 OF 5 P ILI .CHRISTIANSEN CsWWW.CSI-ENGR.COM TEL.978-373-0310 FAX.978-372-3960 DWG.NO.11053011