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HomeMy WebLinkAbout83-932 - Grading & Utilities Plan`0 , 3xF " > RETAINING WALL ,o 's •` (SEE DETAIL SHEET-) , , r � f 9 O. ��jvD PROP. t 1 _�.. 2.7 q. RIM=0 j Fo INV.=.00 liz�,Y I/ -k vi i G cz INKIN=6. ,o. + OV E-`� c"xii '�Z" �1 RETENTION , 2° r5 23 IZV. ,` 3OTTOAREAM 6 51 IN 740 0 90TTON 0 v RET{11NIryG RETENTION � `�" WALLA ' , (SEE DETAIL AREA I "r:�. ' _.._. f / : / H 00 • J V. X ti 0 \ lx_ BUILDING INV. - � > F.. INVIN=7.55 V- RETAINING�•�. Au (SEE D TAIL SHEE V WAY ROP. RIM=S INV=) N 0 99 46"DIA P S.T. �O "� PG IN h lNV m, 60T�O S6 8� W vC \\ 4 PROPOSED BUILDING fi _- �3 SLAB ELEVATION = 14.5ry1 11 ;�1; 7� RETEN AREA";T` o BUILDING INVOUT=9'00 3 Io•g O '�- INVfN = 8.80 r EXISTING spar GRADE AMG AM Z MADE BY CHAIN LLwon ArN ary -J DRAIN MANHOLE IIYD + HYDRANT DO $ 1190 GGV c4 1,D Q U rOST INDICATOR VALVE 20 HIGH GAS METER N WATER MAIN (Ct.ASS 52 DUCTILE IRON) p GAS MAIN CI CAST IRON p ROOF LEADER INV 'o OL IN h lNV m, 60T�O S6 8� W vC \\ 4 PROPOSED BUILDING fi _- �3 SLAB ELEVATION = 14.5ry1 11 ;�1; 7� RETEN AREA";T` o BUILDING INVOUT=9'00 AMG ---- 144 ---- "~• '.-4' x%t', «zt9', '�- INVfN = 8.80 r EXISTING spar GRADE AMG AM ,..807TOM=788 MADE BY CHAIN LLwon ArN FEN. DRAIN MANHOLE IIYD + HYDRANT E WATER GATE VATNE GGV c4 8%O7 1415 rOST INDICATOR VALVE 20 HIGH GAS METER -;q- WATER MAIN (Ct.ASS 52 DUCTILE IRON) RU85 GAS MAIN CI CAST IRON 4$H ROOF LEADER INV INVERT 7x77 =SD-= «� PROPOSED STORM DRAIN LINE RCP REINFORCED CONCRCTE PIPE -0E- OVERIICAD ELECTRIC LINES K6 ' Ax17 _SS__ EXISTING SANITARY SEWER shill 0 SEWER MANHOLE Co 0 CLEAN-OUT - - PN 1495 1493 1415 ,.... PC 0x08 1/17-3500G. -0 w \�- �u PVC Nvb (- 1! 3 T 7 OUTLET 45-ELBDW I �iWV,,c,��� ----.. ._ ��•_ D.B. /" t _� R xe E BOTTOM=6°44? I ; W z t'�s4 to _j Ir "1114 1 Lj PRO P.CB RIM=11.00 �s .!, INV.=900 § dr r Cf �. o Cc >1 z 13x5 _ VENT 3x5 S. - Ili w I It O d' LL dLj_ IIS{ I a " � o G 'T 8x!,_ Q 4 ; . 2 J �I J5 = 9.00 BUILDING INV. ? 1 INV. . IN=B. 0 Igxs 35 , 4�_,.__--�__ B TTOM=6.90 :_fl:RETENTION AREA 0 ,' 6x17. 13x81N N_7,8 . . At"\..._ -_2g ...O. UUTJ 0 __FORGE re V'. ; N RIM 71 }RIM=7 0 O BOTTOM - .94^ •�.„ v , p2,' /><, ? 1 ' `r hp� � � O W I6 PROP.CB.�� .Q RIM=10.10 ! �INV. =8.10 0 L. ,l,,D C RE AREA. Cl CC --- ---RIM T INV.PRORCB =9.00 PROP. CB. RIM=11.10 INV.= 9-00 Y t I 'cA \ f ', PROP. s b Vi `, P g h \ -. j M a i� ' ' TRIC BOX RE TENBLC U) ARE a BOTTOM 466, 06 Z N INV.1N=5.50 O OOOG S.T. `t - , V011T-7.00 PRO PROF-CB RMPILO :, I/, i.r t:% .'' 3''"m ROP. CB BRIM= 10.50 INV.=8.50 t-PR©POSEflBIJr�� w v BUILDING INV.=9.10 ;t' r- sae ELEV. l\INVOUT=5t0 Y n -:..... wv "B" INV.OUT-8.00 = u! 'INV. IN =4. b - 0 I OOG ---_.. - INV,IN= - I ;.Ltd 7u u SLAB ELEV.- p .. - 15.0 779 " OTT = - 3 J p '-B ON1 4. ts INV IN=7.79 -- 2 r r Q TEN ION Ac _.PROPCB. w._ '.BOTTOM=6.83 ,..�_`___ _ v' I', \�`_ - �'•.,�.� B.M. ele.7.48 RIM _ INV = 10.00 INV =�+,.,..� „'_ 8.0 ° CUT EXISTI IN to �. PROP CB. NEW--: .. � , t. - '--RIM_ 9Cv1/RBING t'"W'.:Io'mn;v ._, /...._ 1N .7 . x �-.' ��� _ 7A20 MEET E 1 TING - -ELECTR1c Box CURB -- cr UTE 75 2 C_ 'S I I EXI$"r F{IM=8.22 _ FXtST CB -_ Exfs' CO _... 7i1M"43 Ri NI=C GO 3 10 -II -88 PER CONSERVATION COMMISSION 2 10-5-88 TOWN OF YAMOUTH REQUIREMENTS 1 8-31-88 PARKING LAYOUT REV.11 DATE REVISION CJF AMG ---- 144 ---- CJF AMG EXISTING spar GRADE AMG AM 143x5 MADE BY CHKD BY APPD BY A chiseled square in northeast concrete abutment of bridge over Parkers River, located in West Yarmouth on north side of State Route 28 in northeast corner of concrete wing wall, 30 feet due v"vest of NET&T pole 37/123, 20 feet north of centerline of State Route 28 and 15 feet northwest of drain culvert. LEGEND ---- 144 ---- 'EXISTING CONTOUR 142x5 EXISTING spar GRADE 144 PIiOPOSCD CONTOUR . 143x5 PROPOSED SPOT GRADE ' E ® CATCHDASIN Ot111 0 DRAIN MANHOLE IIYD + HYDRANT NGV C4 WATER GATE VATNE GGV c4 GAS GATE VALVE - " PIV -0- rOST INDICATOR VALVE © GAS METER -;q- WATER MAIN (Ct.ASS 52 DUCTILE IRON) -G- GAS MAIN CI CAST IRON RL ROOF LEADER INV INVERT cxis"ri NG sTow DrJAlll LINE =SD-= «� PROPOSED STORM DRAIN LINE RCP REINFORCED CONCRCTE PIPE -0E- OVERIICAD ELECTRIC LINES Up pi' UTILITY POLE PROPOSED SANITARY SEWER _SS__ EXISTING SANITARY SEWER shill 0 SEWER MANHOLE Co 0 CLEAN-OUT TEST HOLES OUTLET MAL L GRADING AND UTILITIES ROUTE 28 PLAN � WEST YARMOUTH, MA ' :r SCALE, DATEI SHEET UG. 12, 1988 3 OF 9 BRADFORD SAIVETZ + ASSOCIATES, INC. A ENGINEERS AND ARCHITECTS DRAWN BYI CHKD BY, APPD BY, PLAN NO, ZERO CAMPANELLI DRIVE c s BRAINTREE MASS. 02184 (617) 848-D020 KAB /LPM AMG DLS 81122E01 SHEET N0,