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HomeMy WebLinkAboutDWG 461-2; 3624; CARLSBAD BOULEVARD STORM DRAIN REPLACEMENT; 01-03PLANS NCTD GENERAL NOTES 1. FOR ALL EMERGENCIES AFFECTING THE TRACK AND TRAIN SAFETY, CALL NCID'S 24 HOUR SECURITY OFFICE AT (760) 966-6700. CARLSBAD CONSTRUCTION FOR BOULEVARD STORM DRAIN REPLACEMENT 2. ALL PERSONNEL ENTERING THE RAILROAD RIGHT-OF-WAY SHALL COMPLY WITH NORTH COUNTY TRANSIT DISTRICT (NCID) REQUIREMENTS. FAILURE TO COMPLY WILL BE GROUNDS FOR TERMINATION OF WORK AND REVOCATION OF THE RIGHT-OF-ENTRY (ROE) PERMIT. 3. PRIOR TO THE START OF CONSTRUCTION AND AT THE CONTRACTOR'S EXPENSE, ALL PERSONNEL INCLUDING SUBCONTRACTORS AND THIRD PARTIES SHALL COMPLETE NCID'S CONTRACTOR SAFETY TRAINING COURSE. CONTACT LEE KUHNS AT (760) 967-2851 TO ARRANGE TRAINING. 4. THE ROE PERMITTEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, ANO REVIEW COSTS AS REQUIRED IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7 AM TO 5 PM, MONDAY THROUGH FRIDAY, WILL BE CHARGED AT 1.5 TIMES THE STANDARD HOURLY RA TE. 5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCID, THE ROE PERMIT, PROJECT PLANS AND SPECIFICATIONS, AND THE JOB SITE NCID FLAGMAN/EMPLOYEE-IN-CHARGE(EIC). THE NCID FLAGMAN/EiC HAS SOLE RESPONSIBIUTY TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. AT ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE FLAGMAN/EIC'S DIRECTION. 6. ALL PERSONS ENTERING THE RAILROAD RIGHT-OF-WAY SHALL HAVE TAKEN THE NCID SAFETY TRAINING COURSE AND SHALL HA VE THE NCID SAFETY STICKER AmXED TO THEIR HARD HAT. 7. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD RIGHT-OF-WAY WITHOUT A RIGHT-OF-ENTRY PERMIT, FLAG REQUESTS SUBMITTED TO NCID, AND A NCID FLAGMAN PRESENT DURING ALL CONSTRUCTION AND RELATED ACTIVITIES. 8. THE CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL AND THIRD PARTY PERMITS AS REQUIRED BY THE WORK. 9. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT OPERATOR TO HAVE CONSTANT AND DIRECT RADIO CONTACT WITH THEIR FOREMAN. THE FOREMAN WILL IN TURN HAVE CONSTANT AND DIRECT CONTACT WITH THE NCID FLAGMAN/EiC. 10. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON-SITE. WORK WILL BE TERMINATED BY NCID SHOULD NO STAMPED PLANS BE ON -SITE. 11. THE CONTRACTOR SHALL CONTACT NCTO AT (760) 967-2851 48 HOURS IN ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE ROE PERMIT. 12. ALL WORK ON OR ADJACENT TO THE SAN DIEGO TROLLEY SHALL ALSO ADHERE TO NCID REQUIREMENTS. 13. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB SITE IN ANY DIRECTION, AT ANY SPEED, AT ANY TIME, AND MAY STOP AND OCCUPY THE TRACK WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED PERIOD OF TIME. 14. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCID FLAGMAN. 15. ONLY THE NCID FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERATIONS WITHIN THE RAILROAD RIGHT-OF-WAY. SHEET INDEX SHEET NO. 1 2 3 DESCRIPTION TITLE SHEET, VICINITY MAP AND LOCATION MAP PLAN & PROFILE PLAN & PROFILE AREA OF WORK VICINITY MAP NOT TO SCAI.£ WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATION FOR PUBUC WORKS CONSTRUCTION ( GREEN BOOK) LATEST EDITION, INCLUDING ALL SUPPLEMENTS. 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS ABBREVIATIONS AC AB ~ E'LY EX. F.S. N. T.S. PROP RCP. R/W SD ST TAC w'LY = ASPHALT CONCRETE = AGGREGATE BASE = CENTERLINE = EASTERLY = EXISTING = FINISHED SURFACE = NOT TO SCALE = PROPOSED = REINFORCED CONCRETE PIPE = RIGHT OF WAY = STORM DRAIN = STREET = TRANSITE ASBESTOS CEMENT = WESTERLY PROJECT NO. 3624 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR Underground Service Alert Basis of Bearings: NAO 83 (1991.35 EPOCH) BENCH MARK: a.SB-129 "AS BUILT" PREPARED BY: 1111 HARRIS & ASSOCIATES 750 8 Street, Sutte 1800 Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG FOR THIS SURVEY IS THE LINE BEniEEN: QSB-129, N 2005601.527', E 6223329.966', ROS 17271 3• SO COUNTY DISK MON. IN TOP OF CONCRETE SIGNAL BASE, 500" NORTH OF COAST HIGHWAY 101 INTERSIECTION WITH RAILROAD lRACKS, 14' EAST OF lRACKS. BEHIND CARLSBAD WATER FAaUTY & a.SB-121, N 2003526.073', E 6228352289', ROS 17271, 25" DISC STAMPED "a.SB-120 LS. 6215" IN WEST CURB OPPOSITE 3334 EUREKA ST. AT ANGLE PT IN CURB AT NORTH END OF PARAll.EL PARKING SPACES. SAID BEARING BEING: N 83"21 '31 • W REV.: 20.040' DATAM: NGVD 29 RECORD OF SURVEY 17271 3" SAN DIEGO COUNTY DISK MONUMENT IS IN THE TOP OF A CONCRETE SIGNAL BASE, 500 FEET NORTH OF COAST HIGHWAY 101 INTERSIECTION WITH RAILROAD lRACKS, 14 FEET EAST OF lRACKS, IN THE BACK OF CARLSBAD WATER F AaUTY A, -a:--(_ ----'l /,2.:z //0 (} I ' P.E.l',5Rl'eOF< EXP. /~ /,?:,_/ /.i olo DATE - San Diego, CA 92101 (619) 236-1TT8 • FAX (619) 236-1179 , DATE t/vhtC~. !fa1/09 ROBERT C. SUTH~ f.38819 / DAIT DAIT INITIAi. ENGINEER OF 'MJRK LOCATION MAP NOT m SCAI.£ LEGEND DESCRIPTION STREET CENTERUNE STREET RIGHT-OF-WAY PROPERTY UNE EASEMENT UNE CURB & GUTTER (EXISTING) STORM DRAIN (EXISTING) CONCRETE BROW DITCH EXISTING GAS UNE EXISTING WATER UNE EXISTING ELECTRICAL UNE RCP STORM DRAIN (PROPOSED) CURB & GUTTER (PROPOSED) CONCRETE (PROPOSED) STORM DRAIN CLEANOUT-TYPE A (PROPOSED) CURB INLET-TYPE C (PROPOSED) CURB INLET-TYPE B (PROPOSED) CATCH BASIN-TYPE G (PROPOSED) CITY OF CARLSBAD LOCAL DEPRESSION (PROPOSED) UMITS OF GRADING (PROPOSED) PROPOSED FINISH GRADE ELEVATION EXISTING GRADE ELEVATIO N NCTDNOTE: 24 HR RAILROAD EMERGENCY NO. (760) 966-6700 1 AS BUILT sm.DWG.NO. 0-9 0-2 0 -3 0-8 DS-1 SYMBOL --------- ---GAS --GAS -- -----'w -----E □ -II II II - • 32.80 FG • (32.80)EG CITY OF CARLSBAD ENGINEERIN G DEPARMENT CARLSBAD BOULEVARD STORM DRAIN REPLACEMENT: TITLE SHEET, VICINITY MAP AND LOCATION MAP APPROVED WILLIAM E. PLUMMER &AM · ~~ -. 1. 9--U-ta DtPuTY CITY ENGINEER RCE 28176 EXP. 03/31/10 DATE OWN BY: RV PROJECT NO. DRAWING NO. CHKD BY: BS DA 1E INITIAi. DA 1E INITIAi. FIELD BY: 3624 461-2 REVISION DESCRIPTION OTHER APPROVAi. aTY APPROVAi. ..N 062-0340.05 - z Q: a ~ O:'. 0 I- V) I I I I I I --------------------------------------· I---+---+----~-<--I---+------ 44.0 34.0 30.0 CONSTRUCTION NOTES 0 REMOVE AND REPU>.CE TO MATCH EXISTING ELEVATIONS. 0 REMOVE EXISTING 18"!J CMP STORM DRAIN. 0 CONSTRUCT BRICK & MORTAR CAP. 0 CONSTRUCT 1 B"!J RCP STORM DRAIN PER CllY OF CARLSBAD STD. DWG. S-5. 0 CONSTRUCT STORM DRAIN CLEANOUT lYPE "A" PER SDRSD D-9. © CONSTRUCT STORM DRAIN CATCH BASIN lYPE "G" PER SDRSD D-8. @ CONSTRUCT CONCRETE LUG PER SDRSD D-63. @ REMOVE EXISTING STORM DRAIN STRUCTURE. @ CONSTRUCT CURB INLET lYPE •c• PER SDRSD D-3. @ ABANDON EXISTING 18" CMP AND SLURRY FILL Wint SAND SLURRY. (§) RECONSTRUCT AC PAVING PER CllY OF CARLSBAD STD. DWG. GS-25. @ REMOVE AND REPU>.CE SIDEWALK TO NEAREST JOINT PER SDRSD G-7. @ CONSTRUCT LOCAL DEPRESSION PER CllY OF CARLSBAD OS-1. lz4' CONSTRUCT 19" X 30" ELLIPTICAL RCP STORM DRAIN PER CllY OF CARLSBAD °0 STD. DWG. S-5. @ CONSTRUCT CONCRETE CROSS GUTTER PER SORSD G-12. @ CONSTRUCT CURB RAMP lYPE "A" PER SORSD G-27. @ CONSTRUCT STORM DRAIN CURB INLET lYPE B PER SDRSD 0-2, L=24'. ® RELOCATE ELECTRICAL PULLBOX ® REMOVE AND REPU>.CE CURB AND GUTTER PER SORSD G-2. Underground Service Alert Call: TOLL FREE 1-800 227-2600 Basis of Bearings: NAO 83 (1991.35 EPOCH) fOR lHIS SUR\1£1 IS lHE LINE BETIIEEN: ClSB-129, N 2005601.527', E 6223329.966', ROS 17271 3" SD COUNTY OISK MON. lN TOP Of CONCRETE SIGNAL BASE. 500' NORlH Of COAST HIGiWAY 101 INTERSECTION v.llH RAJIROAD !RACKS. 14' EAST Of !RACKS, BEHIND CARLSBAD WATER FACILITY !I: ClSB-121, N 2003528.073', E 6228352.289', ROS 17271, 2.5" OISC STAMPEO "ClSB-120 LS. 6215" IN \\£ST CURB OPPOSITE 3334 EUR!l<A ST. AT ANGl£ PT IN CURB AT NORlH END Of PARALlU PARKING SPACES. 1WO WORKING DAYS BEfORE YOU DIG SAIO BEARING BEING: N 83°21'31" W ------------ cJ z -< BENCH MARK: ClSB-129 B.EV.: 20. 040' OATAM: NGW 29 RECORD Of SUR\1£1 17271 3" SAN DIEGO COUNTY DISK MONUMENT IS IN lHE TOP Of A CONCRETE SIGNAL BASE. 500 FEET NORlH Of COAST HIGHWAY 101 INTERSECTION v.llH RAIIROAD lRACKS. H FEET EAST Of lRACKS. IN lHE BACK Of CARLSBAD WATER F ACIUTY RE")l\VED B17/J # . ,/JM,,u/u_, LM~ee- rNsPEcT□R ., V) 0 v, WV ~"" DA~ CARLSBAD I I --------------------- -----I------< 40.0 ----t------1 C ....,. GRAPHIC SCALE ~ s2'{ I>-\ ~ ,+---',.\ ·~ -i-i_'j 20 .. '---~I I \ I \ I I >LA I I II II II I " \ \ \ \ I I BOULEVARD PREPARED BY: .. HARRIS &: ASSOCIATES 750 B Street, Suite 1800 \ .. San Diego, CA 92101 (619) 256-1778 • f,:X. (619) 256-1179 " I , I I lJ _I .£1./._-!' {1 ,ii ill,; /1.S:-.A, '?Jl?.1frlll---l---l'-''1~\,4-"-S-"'A"",t/.,_,,'/l."-T---------+--+--+--+-~ RO cRT c." SUlHERUr JR. RCEf38/f19 ~ DATE INITIAL REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL \ I ENGINEER Of l'«JRK OlHER APPROVN. CllY APPROVN. ( 1K FEET ) l Inch ~ 10 ft. I sH2EET I ~c_r_r_Y_o_F_c_A_R_L_s_B_A_D~ 137 . ENGINEERING DEPARMENT ~ CARLSBAD BOULEVARD STORM DRAIN REPLACEMENT: PLAN AND PROFILE ST A: 2+50.00 -ST A: 4+65.28 APPROVED WILLIA~:MMER ~t', 4 ~ 1 ·= /J-24/L D CITY ENGINEER RCE 28176 EXP. 03/31/10 0~ OWN BY: CHKD BY: FIELD BY: RV BS .N 062-0J.4().05 PROJECT NO. 3624 DRAWING NO. 461-2 ---------------------- ----,----------- ---------f------------+-----+-----+-- 42.0 • (",,I ----·--·-· ·-· ,.., __ --·----------''-'- 40.0 +---+---+-----+-----+--,----------------j-------jf---- -----------------l5----+------------------------[5" I~ ---- ___ -----------------==:= ·;.i l_:::_+-,_--_--+f is-=== --1--------= -=--+-_-----= :=== =: ;J =·----oil~~= ~;= -!; --·:= -:=--------------- --:i --~~i~1 ~~i~ -----::== =-~~=--"'~ :i~= ~: ~== ----~--- 38.0 1--~~--+----------j,----1-----+----,,---------j--f-- ----------,--F ----"';5 fw~ f;; ~6--EXISTING CROUNO ____ -------. ~t"" --~t ~~ilt-~~ --l)l -----5f -- -------------"e------:--____ -=--=Pl-~:=:== -l =--~ /;Sj~~ --· - -_AB:'=Tf_or IP£ -~! :io;w-~8 ;,-~~-...,il: -~z~---= =~~If~ ----,e----~~==----e-------·--------·-------,e----------:::::-f:::::___ _:--==::::: .• : __ ------ie-----+--i ____,_ o ·z ~ -t, >-=~§i ---~ii: _:::: 36.0 34.0 32.0 30.0 1--~~----<-------- tr: -i-11 -i---...u --~----_ ------------t------1-jGt: ----------------- 1 ---t·--------··-···---"'·· -------- -----•----------! ·----------· -----··--·--·----,t---·~-·-----,--== ·-===r~~ .c1~'ic=i'11=~-=== ---:-~ _J Q,V_:1~57pfF; =-,---/~·, '.',,. ----,,-------------j- ----------+---+- ---· ---·---,,--- -----t -S"" 2.6J%0 r---~--+ ~-.. f --~ -1f ~ -----------------. V~i?.9.60 CFS -i------~r--t--. -. . -r --Q,., = 29.60 CFS •-- V= 6.2 FPS j-. ---=·-____ - -~~= -----_-:::::-_1-:=-~~t== ·:-__ :=g i ~ --------,e----r------,f----, s ~:i'.af~_s___ - -------+--+-----~ ----------------:=-------------~ -------! .. --~ j ---~-t' :::=::f:::---:-=\1;1,'0",'8~.ocl----~vt - -----+-----·-__ -=----__ ,.._ __ -_-1_ 1-___ ---+-------t-__ -+-_-__ -__ -__ +-_-__ r3-+55 -,---•-----it------it---_·:= ·=---=·= ==--,-t---t---~ ~ ----: 1 •• ~ :.: fI=-~~~~lE.~ Ir F~-0 ---------------+- \' n--u -----~----_ -------------- . -· -------- __ , --·-----· -----.---,---·-·-. 42.0 I -------- -1------ 40.0 38.0 --- ---... -.L 36.0 i ' r--·-- ----- ' ' 34.0 ···-r·· a-- . I ; ----------------------~---------1------1 I ' ! . i i t ' ' ----+------! ~ 70' ~1--- 32.0 30.0 - ----: , : ---: Ei~ -==:: =------+--_-__ -------------=== -=----+---_ --------=== I --------------------- - ---to: ~F~'f~'.~_ ~; --= HLJ -- --------------------------------(21, ~o _______ __,1----,-8.3. 41,f. ______ -· --------+----· ---------t --+-------~4•~·P.fa·LF¢B-------, q--j -_----+--------i::_--_=_--=-_=1-+=_:_-=_=1= __ = __ = __ r ___ = ____ = __ =-1= ___ = __ = __ ::::j:: __ = __ =_ =1_ =-===-nliPnffl':7$,---,----:-c+-=--=--=i-:---::_ --==1::-c_=_~r-=~-=--tc-=---:_-1=--=~:=+_ ~ l:~;~I::.:c+-___:__1~-~~=_o>l~:E:=E:t~~t:--i·it::.tt~-;----~-t~-~-~t ~~ ~ _ __ t-T~K_S t _ ------l---~--!---· ~ 1--- -i_.-r------..l_ .:4 . i . ! . 28.0 +----+------- 26.0 t---t----1-'---- CONSTRUCTION NOTES 0 REMOVE EXISTING 18"~ CMP STORM DRAIN. '5' CONSTRUCT MODIFIED WING ANO U lYPE HEADWALL PER SORSO 0-34, LENGTH \.V PER Pl.AN. (s\ CONSTRUCT RIP RAP ENERGY OISSIPATOR PER SORSO 0-40, FACING CIASS 1.4' \::'.,/ THICK OVER 12" O.G. © CONSTRUCT STORM DRAIN CATCH BASIN lYPE "G" PER SDRSO D-8. 0 REMOVE SHED @ REMOVE EXISTING STORM DRAIN STRUCTURE. @ REMOVE EXISTING WOOD FENCE ANO GATE AND RECONSTRUCT TO MATCH IN KIND. @ EXISTING TREES TO BE PROTECTED IN PIACE. @ BUSHES NEED TO BE REMOVED. REPIACE WITH NEW 5 GALLON Pl.ANTS OF SAME SPECIES. @ REMOVE ANO REPIACE EXISTING LANDSCAPING ANO IRRIGATION IN KIND. @ CONTRACTOR SHALL PROVIDE SHORING SYSTEM TO RETAIN EXISTING STRUCTURES. ® RECONSTRUCT AC PAVING PER CITY OF CARLSBAD STD. DWG. GS-25. @ REMOVE ANO REPIACE SIDEWALK TO NEAREST JOINT PER SORSO G-7. @ PROTECT IN PIACE. 'z4' CONSTRUCT 19" X 30" ELLIPTICAL RCP STORM DRAIN PER CITY OF CARLSBAD ~ STD. OWG. S-5. @ CONSTRUCT 24" X 48" RCB. @ CONSTRUCT 24"~ RCP STORM DRAIN PER CITY OF CARLSBAD STD. OWG. S-5. @ REMOVE EXISTING RAILROAD TIE WALL. ® GRADE SLOPE AS SHOWN. ® INSTALL FIBER ROLL AT BOTTOM OF SLOPE. @ REMOVE SEDIMENT DEPOSITS FROM EXISTING CHANNEL 'J4' CONSTRUCT STORM DRAIN CLEANOUT lYPE "A-5" PER SDRSO 0-9 (MODIFIED), l;:!::J T=8" CONSTANT WALL THICKNESS, REINFORCING = #4 BARS @ 6" INTERVALS. r:;;;:,. REMODEL SEWER CLEANOUT PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD V::::J (APWA) Pl.AN NO. 223-1 "HOUSE CONNECTION REMODELING". Underground Service Alert Basis of Bearings: NAO 83 (1991.35 EPOCH) FOR !HIS SURVEY IS !HE LINE BETVo£EN: Q.SB-129, N 2005601.527, E 6223329.966', ROS 17271 10 ~ Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG l" SO COUNlY DISK MON. IN TOP OF CONCRETE SIGNAL BASE, 500' NORlH OF COAST HIGHWAY 101 INTERSECTION WllH RAILROAD lRACKS. 14' EAST OF lRACKS. BEHIND CARLSBAD WATER FACIUlY .!t CI..SB-121, N 2003528.07.3', E 6228352.289', ROS 17271, 2.5• DISC STAMPED "Q.SB-120 LS. 6215• IN \\£ST CURB OPPOSITE 3334 EUREKA ST. AT ANGlE PT IN CURB AT NORlH END OF P ARAll.EL PARKING SI' ACES. SAID BEARING BEING: N 8Y21"31• W -------------tf-----t---+-+- --+--I----------1-----1-------- -l---t----1---------- ------·---···-- ----~ ------·-· -~-·"··-~----------~ ---·--. ·-----•---•----,- -----------------~ --- -+---+--+---------11----1--1---+------+-----+-----+-----+----IE-±2 .2 DEPTH NOT CE- ;5HOW PER 1 - --------t j-·--LE GRID f'_ - 0:, .... <X> "' -r--J-------t-----J-·---------t--+---+--PROFILE ------'-_ ---t-----t------t-----'-------i-!l" - 2+50 STORM DRAIN DATA TABLE LENGTH RADIUS BEARING DELTA lYPE . 6. 85' 19"XJO" RCP 2000-0 83.24' N86"48'38"W 19"l<JQ" RCP 2000-D SI TE 48.63' S86"53'39"W 4.001 SOS06'21"E 24" 2000-D __ =-±=_~==-==±==-==-----_---___ ----t---+---1 --r---J--+----t---------------- APN: 203-051-04 THE ARTUKOVIC FAMILY TRUST ADDRESS: 2550 CARLSBAD BLVD. 17 1+50 2+00 EXISTING 4' WIDE SOG&E I ~' , 15 EASEMENT REC. 7/7/1931 ~ AS BK. 6 PG 69 O.R. ~ c, '.ai1 . _________ -1 ~-0-~w ~,», ~f r X~\ \5~;,,d-1 -----------__ y-~~~-6,:. w re~~ PUBLIC UTILITIES ,r ~1 EASEMENT DEDICATED ~ 12" HIGH PRESSURE GAS TRANSMISSION MAIN, STANDBY REQUIRED TO THE CITY OF , ,~ @ ~~SBAO PER , ~ t~ K-<Y'N-Y..REC. • ~o"S" "" ~ ~, ' ' ' ' 33 ' ' ~,;:\ \"'° ' ' ' ''o ,~ 1+00 ' ' 0-<' ' ±1S:1'1' ' i!J.t» \ 18 21 ~ v'y' a Ii' ,>, '1'--1, 'f1- GRAPHIC SCALE ( 1K FEET ) 1 inch = 10 CL BENCHMARK: Q.SB--,129 El.EV.: 20.040' DATAM: NGW 29 RECORD OF SURVEY 17271 J" SAN DIEGO COUNlY DISK MONUMENT IS IN !HE TOP OF A CONCRETE SIGNAL BASE, 500 FEET NORlH OF COAST HIGHWAY 101 INTERSECTION WllH RAILROAD lRACKS. 14 FEET EAST OF lRACKS, IN !HE BACK OF CARLSBAD WATER FACIUlY ---2 2+oo 2 // // ... I HAS BUIL TH ~I 4-<lfa11jo P.E,i!. 5BW8 EXP. /.1l,1 l;Olo DATE I I 0 (/) ~ Ii: -a. :::l 0 w "' -- "' w ~ VJ 35 PLAN PREPARED BY: HARRIS &: ASSOCIATES 750 B Strool, Sutte 1800 San Diego, CA 92101 Ii,~~"?,~ mo ..... LO LO·~~w I o ..., + 'I? .I. 0 _.--' ~--UCU -~ ::::-. • ,ri q I> ':Tt') •Lf. • 1111 1111 (619) 236-1778 • FAX {619) 236-1179 DA TE !NI llAL ENGIN£ER OF ~ . . ,,-__ -~ I -;.-+-/-I'\. II 1 /IS /3VllT 2 31 REVISION DESCRIPTION J: DATE INl11Al. DA TE INI l1AL OllD N'PROVAL QTY N'PROVAL 28.0 (I) t------t f-- --.l. --- - ?._ --+ ---~------1----'2"--'6'--'--. 0-"-----1 I~ IJJ > SCALE 1----t o Q ---11-------- 1"=10' HORIZ. 24.0 11 1 "= 2' VERT. 1---'~--1 -~ ---~--~~------~~-----1 z NCTD REQUIREMENTS: • RAILROAD PERMIT REQUIRED FRO/,/ NCTO PRIOR TO llO'?K KITHIN RAJ/ROAD R/W. • CONTINUAL FLAGGING mu BE REQUIRED. NCTDNOTE: 24 HR RAJ/ROAD EMERGENCY NO. (160) 966-6700 LOCATION OF DISSIPATOR STRUCTURE TO BE FlNALIZEO 6 IN THE FIELD WITH NCTO 'REPRESENTATIVE '\ X FIB ROLL 32 ' ' REQov't, ISTING .30 , RAILROAD TIE 'WALL EROSION CONTROL: GRADED SLOP£ SHAU BE HWROS£EOEO ANO COVERED KITH B/00£GRADABL£ COCONUT FIBER BLANKET {1258N} ANO B/OOEGRADABLE STAKES BY NORTH AMERICAN GREEN OR EQUAL I sH3EET I ~c_r_T_Y_o_F_c_A_R_L_s_B_A_D~ i3l _ ENGINEERING DEPARMENT ~ CARISBAD BOULEVARD STORM DRAIN REPLACEMENT: PLAN AND PROFILE STA: 0+79.21 -STA: 2+50.00 OWN BY: RV PROJECT NO. DRAWING NO. CHKD BY: BS FIELD BY: 3624 461-2 .N 062-0340.05 •{ 11:: () • J