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2012-03-20 Planning Board Supplemental Materials (127)
, LEGEND: loo EXISTING LIGHT POLE X101 _ _ 5a EXISTING CONTOUR ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° C PROPOSED EROSION CONTROL es PROPOSED CONTOURS EXISTING UTILITY POLE W/GUY 110e — TOP OF BANK — — — UET — — — PROPOSED UNDERGROUND v o cn 1 71 \ o� 102 ELECT.,TELEPHONE & CABLE N I L) 1 \ \ �\ 12" W EXISTING WATER _ , I 1 \ \ \ \ 100 YEAR FLOOD ELEVATION BENCH MARK � — — — _ PROPOSED WATER NAIL IN U.P.#383 N _ - -ss_ - / - -\ \�\, \ \` 103 S 5� ELEV.=60.24CO) _ _ — — — — / — \ EXISTING SEWER I \ \ \ \ p ® —3o"D —OD EXISTING DRAINAGE ® PROPOSED SEWER PROPOSED DRAINAGE \ EXISTING DMH c � \-.� — — — — — — �.104 E� 1 RIM=58.11 \� I� 1 106 EXISTING TREELINE \ x35.5 PROPOSED SPOT GRADE INV=52.01 � �—� _ — _ Q TP-1 SOIL TEST PIT LLJ \ _ — / ( \S xX52 \ _ 0� PROPOSED TREELINE D , \ �sxvx� I \ \� EXISTING EDGE OF PAVEMENT / 100-YEAR FLOOD G EXISTING GAS } W — — _ — — — \\ �9s\� \ \\ �\\ `\ \ \ \ ELEV = 50.0 PROPOSED PAVEMENT AND 0, - - _ \ \ \ \� \ 107 PG WS — — — — — \ s� \\ \ \ \ \ \+ s\ \ \ PROPOSED GAS CURBING PROPOSED HYDRANT ►� N/F 04 o X59 \ BOSTON & MAINE \ ��\ \\ \ `��\ \ \\ \\ �� PROPOSED GATE VALVE I o i� \ ° mss\ 1 RAILROAD � � � � — \\�\ \ _ _�\\\\\ \ vi 3 \ ° ° -09 8s \\ \ TAPPING SLEEVE \EXISTING STRUCTURE LOAM & SEEDW/ 6" GV UP i °JU ° / \I - _-60- 0 38 #22-24 \ TYP. Dfcku mA ?�° ° ° -5s- \\ \\\\ `�� 109 SMH 3 z I SUTTON \\ �£�ku�u PW°'° ° ° ° ° \ \ \ PRECAST \Wiz\\ 8\--9 � 110 RIM=59.60 �' _ REDEVELOPMENT, °�° \S\\ \\� ,i,, INV IN= 52.04 w \ LLC \\ N PROP / RO k�nm 1� 6° SCH 40 PVC \ DRYWELL \\ °s�'��\� 500 GALLON \ -_\\ INV OUT= 51.60 (EX 15") "" 60 _ RAMP DwELLI �° PW SMH 2 Q U NG Ply P PROPOSED RIM=59.07 I nit 1 /\D - k!uu mrr P EXISTING DMH I o PW 6 WATER MAIN INV=52.82 29.5 / WELLI W RIM=59.37 N 3 "� 11'–WIDE ACCESS & PW Unit SGV P Eck/�u� INV=53.87 / UTILTY EASEMENT 2 . X$9 wEL 3 \\41 L l 4i, \ JSS 3 Un/it 3 GDUwnEit O4P i R _ckP�Hiv1 -WIDE ACCESS & UTILTY EASEMENT P o \%�� ykz \\ \ W � LlNG/ ° niPROP ,° ° \W , PROP W f 9\ \ 59 O 5 \ V * 3� 6 ��/ WELL//\/ \ •T -1 ° / 4 / F \� ( n \ \°s / \�� \�\T// Unit G� PROP ENCS v � / \ _ � _ - S93X\� 7 / EXISTING /F \\ \ DWELL/N c "So STRUCTURE / BRE AWAY i \ i Al Unit 8 GN �i / / 50' W G #28-30 REgqLTY �� sS "Ss.s/� i� LOA /° / Np .E EXISTING SMH TR-\U\ST i Q T ��\ F / h & UID / I _ / RIM=60.78 3 _ ti / / S9 3k F SO ° ! D 114 INV=53.10 OUT _N iv \ P�\ (\ –PG — _ I / SLOPED GRANITE EDGING \ N I LET PG — _ �_ \ (OR VERTICAL GRANITE CURB) \ \ 11 ,�' 11_W — . . — . . — • — . .UE PG ESS — . . — _ \ 1 UP X X X— TIDE ACC & UTILTY EASEMEN 62/ RET. �✓ un qLL UET PG / LOAM & SEED \\ \ \ \ NCS 0 1\ \ 0\ /\ �o #387 - X�=X=X X� - TYP. SMH 1 ® \ \ \ \ / X - \ INV OUTS 5 .70 i FENCE — os- \ \ \ \ \ \\ \ —eq _ \\ 116 y — \ . o \ \\ BRICK z , SHED \_ I FIREPLACE/ I I� 1\ c7,��� i I / 117 O� SITE Q \ l l Its \ �� 855 REALTY TRUST I- LEVEL SPREADER ( � `'� D L=14.0' / - I z Q �" RIM=58.23 1 TOP=54.50 / / z G N/F CB-DBL GRATE / _ DAM T. PHU N/F INV OUT= 54.00 I STC 900 FES Q AND DAM T. PHU SUMP=50.00 RIM=58.83 INV OUT= 53.70 _58- \ \\! y8 NGUYET Q. PHAM AND I INV IN= 53.90 \ \ p, \ \ \ N = N NGUYET Q. PHAM s MPU49.30 V OT= .80 O;gv\ \ \ \\ A � Fess Q z °0 a N VASILIY MOLLA w 0 3 119 LOCUS PLAN SCALE: 1"=800' SAUNDERs STREET I � SITE PLAN 26 MAIN STREET NORTH ANDOVER , MASS. PREPARED FOR: JEFFCO, INC. DATE: January 19, 2012 SCALE: 1 "= 20' andover consultants Inc. 1 East River Place Methuen, Mass. 01844 0 20 40 60 80 Ft. P: \11\11-28\DWG\SITE PLAN.DWG SHEET 2 OF 4 0 5 10 20 Meter