Loading...
HomeMy WebLinkAbout12 C1.1SiteGrading&DrainagePlan 1 CNTA�gn I I I 1 ——————————- A MCottermanatthewB. o / o w ia i—,rs o�� o-—,rso— zaa o—,:sue zsa pfiih rs•sa =so—,rs sa z o-—,�rs•so—�0, �y E15E8R73 "CEN-S - - - - - - - - - - - - - - - - __ ___________ ----------------------------------- - --------------------------------- -- -------- ------- U ICONTOUR INTERNAL ElESPO �O ALDERSON STREET0 l PED RAMP __—_ __ Y� ______ RER LP CURBAND GU --------- ----- --- EXISTING p GRASSBOULEVARo EXISTING SIDEWALK I EXISTING SIDEWALK oU s _ a a a ate. 11 I t 1 EXISTING 4"SEWER SERVICE LINE 11.661 tsOJ" ' a O (SHOWN PER SEWER HARD BOARDS) CONTRACTOR TO CO FIRM 10 I LOT I� t.-4 NET J_____ 10'UT O P C N�CT TO NEW STRUCT t` fn.e3)__ �11.]61 _ __— y_____ n66 ___—_______ _� d j 80 d Y—) (1422J 'Buildin Setback " 142T - 138tl) I d 14.12) (14.2 .. n LU ,a 14.zB LOTS 27&28 ABANDON EXISTING 3E g Z _ '� I d WATER SERVICE LINE p BLOCK 50 LU EH ----- f J --------:____- :_:-_; ---- ROPOS 4.3D ------- -- -- V w w�p � { P 5-PLEX ----- — — — i h5 rn"'Y Jw NU Q t------ (---_- ---� W J U U ,____- -_-----i LOT 2 I 9,67 H a p c)J m ___--__--._--__'—_ - ir_____________-----____7_.__ 7 1p (;420r i z E-, � I I a7 W 5 0 11z.BB U uI� 144 1 9.86 -I 1.9 a rc I~ I c 134 80 T~i ———----_——_—__—_—__—_—__————— _____ __ ; if.7v x O --————————— -- 13.6 0/813. (13.78 —---�-------2d—arseEaa I 1rF+f+-;11 1 1 I LOT 3 r INSTALL 1 5"WATER q 1 N - SERVICE LINE E AWCUT EXISTING ASP p TAP/CONNECTTO EXISTI G i [T] z kj I LOTS 26&N.21'OF LOT 25 I J J w �I e° "TER MAT" T N 1'- ---------- - CLBLOCK50 14.2 --------- _ SYn " QC 1 SERVICE LINE U o SNOW STORAGE � o (13.80 0 2 �o — I p� �p N m SNOW STORAG �j SNOW BTORAGE cp l�' � r--+ 1 I PROPOSED ROLLOVER CURB ` N 88°59'0" 13.O' ` °` D ' 88'RAN (SEE DETAIL2,SHEET CLO) NSTALL GRATED CURBINLET P n �n/ O E- INSTALL GRATED CURB INLET OVER RETENTION STRUCTURE ° F-�� O III------111 OVER RETENTION STRUCTURE TBC ELEV=12.55 h--, TBC ELEV=12.75 PIVOINE LLC. SEE DETAIL 3,SHEET 1 X 4 rT U a (SEE DETAIL 3,SHEET CI.0) LOTS 4-6 p F+ W N BLOCK 50 Q EJIW FRAME 771110&GRATE 771130 OR EQUIVALENT LEGEND GRADE 6" x ADE a • PROPERTY MONUMENT(AS NOTED) RING 6"MINUS PIT —a— PROPERTY LINE 72 R RUN GRAVEL O Z ——————ADJOINING PROPERTY LINE , 1--1 O T-77" O°O°O°O°O O°Opo` -----------EASEMENT LINE x 7SDO EXISTING SPOT ELEVATION -•MIN OF BIIUMINOUsasPHALT o00000000° 0oo°o NON-WOVEN F-t 0-11 a(70.00) PROPOSED SPOT ELEVATION TOPSOIL2" opopopopo� lo°po°popc. GEO7EX7ILE Q '"MIN OFF MINUSCRUSHEDGRAVEL pp °p°p°p° 2.6" ° ° °°°° FABRIC !') PROPOSED DRAINAGE DIRECTION " (TYP) >po �••/ .--`•- r,--r,—UNDERGROUND ELECTRICAL LINE p 12"MIN OF MINUS'IMPORTED PIT �/� e- 10'3 •• •••• ••• p ° •• p 000c O O OVERHEAD POWER LINE C. o a.6" _ �P POWER POLE \o �� ,, 9" /\ T"1... 8""� 10 LF OF 6"SDR-36 J. GUYANCHORWIRE ��/ �/ �ji�T\/.L'�9P/� �Y � j�. j\ 7.5" AT EA MSIDEE EXISTING UNDERGROUND GAS LINE INBTALL GEOTEXTILE FABRICAND/OR GEOGRID IF SOFT SUBGftADE \\�/ - (180`) o c CONDITIONS ARE ENCOUNTERED n n O O O o 0 0 0 0 —s—s—=.—EXISTING UNDERGROUND COMMUNICATION LINE REINFORCED CONCRETE PIPE o00000000000o°oo°po 7 TYPI ALA PHALT R SECTION N O O O O O O O O O O O O O O O O —*s—*s—r.—EXISTING UNDERGROUND CABLE NLINE SCALE:NTS O O O O O O O O O O O O O O O OR ASTMCC-14 TO ASTM C-76 o0000000000000000c wBELOW BASEE CENDMG CRUSHED GRAVEL O O O O O O O O O O O O O O O O ao°O°O°O°O°O°O°Op< TO6"ABOVE PERF.PIPE WATERLINE BASE-3"MIN. O O O O O O 000 O O O O O O O O (TYP.BOTH SIDES OF INLET) OOOOO�O�O�O�ODOOOOOOOOOOOOOOOOO o000000000000000` FIRE HYDRANT o°o°o°o°o°o°o°oo pd WATER VALVE SUB-BASE COURSE ..0000000000000000o REV. DATE e WATER SERVICE CURB STOP AS REQUIRED o 0 0 0 0 0 0 0 0 0 O O°O°O°O°O°O°oo 49/z, �rss ssSANITARY SEWER LINE ASS SANITARY SEWER MANHOLE /5 g WALL o000000000000- 4 ® STORM SEWER MANHOLE NOTES COMPACTED SUBGRADE oo ODODODODODODODO 1.Subgrede or base wuroe wmpaction shall wnform to sepion 02230(M.P.W.Specs.,1996 ed. V CIA.HOLE o°o°o°o°o°o°o°o°o DRAWING DATE: 6"U ,rss STORM DRAIN LINE 2.Contraction fonts shall be placed at FO intervals and shall have a minimum depth of 3/4"and minimum Width of 1/8". FROM FLOOR o0000000000000000 1`r?2 21 0 0 0 LP 3., nalbns on joint male A ndthbughthe at depth of PTs curbd gums and al not more than 300 ntervals The O O O O°O0000000< LIGHT POLE o 0 0 0 0 ADA CERTIFICATION No pans onm�teralshalle#end through the ulltlepthof[hecubantlgutter 4 0°0°0°0°0°0°0°000 ----------CURBANDGUTTER 4.No curb entl lull,Shall beplacedWthoutaf-nalform nspeclonbytheCityEngneerorhsrepresentative. o0000000000000000< SHEET TRAFFIC SIGN DESIGNATED ADA PARKING SPACES,LOADING AREAS,CURB RAMPS AND E.concrete shall be class M-0000. o0000000000000000� ACCESSIBLE ROUTES SHOWN HEREON HAVE BEEN DESIGNED IN 6.Crushed gravel base small meet the requirements of Sec[ion OU35(MPW SPECS,1996 ad.)For curb and © EXISTING COMMUNICATION BOX ACCORDANCE WITH THE"2010 ADA STANDARDS FOR ACCESSIBLE DESIGN". gutter replacement projens,washed rock may be used forthe gravel base. 0 I . -E EXISTING ELECTRICAL BOX � NTERIOR CURB&GUTTER DETAIL �z'6"�°-�000000000000000p SCALE:NTS 0 WATER SERVICE CURB STOP 3�S TOR M DRAIN INLET DETAIL p00000000000oo�o�c C1.1 SCALE:NTS ^ ^ ^ -