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HomeMy WebLinkAboutCT 01-08; NORTH POINTE WEST; PRELIMINARY DRAINAGE STUDY; 2002-03-06 (2)"-.. ~"-.. '~"-.. -.::: ..... "-.. - ---... "",c. EX. RIP-RAP \ \ UTIUTY EASEMENT PER DOC. If 2000-0329407 RECORDED JUNE 22, 2000. ----- REaPROCAL PRIVATE ACCESS EASEMENT RECORDED JUNE 22. 2000. • PER DOC. II 2000-0329407 / I ! EX. RIP'~~ I I / FOR OFFSITE HYDROLOGY SEE "PRELIMINARY DRAINAGE STUDY FOR LINCOLN NORTH POINTE CT 98-07" HYDROLOGY MAP ---_.,-- UTIUTY EASEMENT PER DOC. II 2000-0329407 RECORDED JUNE 22, 2000. PRIVATE STORM DRAIN EASEMENT PER DOC. II 2000-0329407 RECORDED JUNE 22. 2000. -__ - - - -~,~--- /' ./ "-..~ ~ --::.-PRIVATE STORM ORAIN EASEMENT PER DOC. If 2000-0329407 RECORDED JUNE 22, 2000. RECIPROCAL PRIVATE ACCESS EASEMENT PER DOC. It 2000-0329407 (619)296-5565 ~ -::: ~---------. ............ --.. -----~---------=--=---------- L _--··..--::::-.:::::-----... --~ ----~ . -------------- GRAPHIC SCALE RECORDED JUNE 22, 2000. 32' GENERAL UTIUTY &: ACCESS EASEMENT TO THE CITY OF CARLSBAD PER FINAL MAP (REF. FIROM DWG. NO. 365-5 SHEET 11) END CURB & GUTTER BEGIN 6" AC BERM PRIVATE STORM DRAIN EASEMENT PER DOC. II 2000-0329407 RECORDED JUNE 22. 2000. .~ ------------.".--------- ----== .-k==:::;;J::::""'-±:f-_= -= =-~ --- _ - ---_---_ -" SEWER UN-E ---=:>--EASEMENT FOR SEWER PURPOSES TO BUENA SAHITA llON DISTRICT REG. 9-21-65 AS F /N 17U55 ---__ ---&----__ --EX. 16 5' EASEMENT TO BUENA SANITATION EX. HEAD WALL -------- EASEMENT FOR PUBUC STREET &: HIGHWAY PURPOSES TO CITY OF CARLSBAD REC. 1-27-75 AS FIN 75-018491 ---~-:3 )--=-=---____ _ --------'( ------"5\011 BOUNOp.R ----_ - - - -== == == == .7-= = 3---- ---6 ~ - - -Q\lND"R'i DlS11RICT DOC. _______ __ PRIVATE STORM DRAIN EASEMENT PER WC. fI 2000-0329407 RECORDED JUNE 22. 2000. ( IN FEET ) 1 inch = 40 ft. K&S ENGINEERING Planning Engineering Surveying 7801 Mission Center Court. Suite 200 San Diego Co. 92108 S\l\101.. -_ _ -S\l\1\l\Ii1SI0N \1 DATE: ___________ __ EX/STING HYDROLOGY' MAP EX. 36" HOPE PIPE . \ -- \ Lor 2 MAP /10, 11144 (619)296-5565 LOT 6 MAP No. tariS GRAPHIC SCALE ( IN FEET ) 1 incb = 40 tL K&S ENGINEERING Planning Engineering Surveying 7801 Mission Center Court, Suite 200 San Diego Co. 92108 FF=273.80 PAD=273.38 ElL RIP-I"P·~ Q(100)=15.36CFS v(100)=26.5OFPS .n ~ F()()/ING If)-----i o BOUNDARY FOR OFFSITE HYDROLOGY SEE "PRELIMINARY DRAINAGE STUDY FOR LINCOLN NORTHPOINTE CT 98-07" HYDROLOGY MAP o 3 o LOT ;0 MAP /10, 111# EX. HEAD ".".-~ 234.20FL --' EX. RIP-RAP Q(IOO)=18.50CFS V(100)=2&SOFPS LoT 9 MAP No. 11744 VEGETAlED SWAlE JiLOO.3 FF~.268.50 PAD=268.08 LOT IJ ElL RIP-RAP L018 MAP NO. 18718 217.73FL Lor 8 MAP JIa 9744 o LoT 7 MAP NO. 9744 ""'ROPOSED HYDROLOGY 208.87Fl 207.40FL "\ ... '" ~)( Z sz ~ (L r-I-+1-EX. 36" HDPE PIPE (PROJECT-IN- PLACE) >-(/) I:!; [L Lf) ~ '" Lf) ~ 0 OJ C) "-OJ ~ "-OJ 0 OJ " TI ~ C) I '" OJ I ~ ~ 0 '-TI >-, J:: /' ~ ~ -I 0 0 /' N I +' U OJ ~ 0 '-"-/' N I TI d U <[ /' N I d +' d <=1 /' N