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Home My WebLink AboutEA 12-02A; Agua Hedionda Channel Dredging; Administrative Permits (ADMIN) (2)~ = "' M ~ = ;! ~ E ~ c ~ u:: "' / Vl ,_ "' "' "' Vl N / "' "' <( u / > c "' I CITY OF OCEANSIPE HIGHWAY 78 SITE DRAFT CONSTRUCTION PLANS FOR AGUA HEDIONDA & CALAVERA CREEKS DREDGING AND IMPROVEMENTS PROJECT NO. 3338 NOT TO SCALE CITY OF CARLSBAD CARLSBAD, .CALIFORNIA MARCH 2012 EL / CALAVERA CREEK SITE ~ NOT TO SCALE I__ ___________________ -- VICINITY MAP CITY COUNCIL MATT HALL ANN J. KULCHIN MARK PACKARD KEITH BLACKBURN FARRAH DOUGLAS MAYOR MAYOR PRO TEM COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER LOCATION MAP GLENN PRUIM UTILITY DIRECTOR NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL .--------,--.---------·-·--,--,-,--,-r;:~~~~~=;;:;~~::;:;;:::;-;:;;:;;:;;;-, fSHEEll CITY OF CARLSBAD fSHEilll 1----11------+-------------1---l---11----+--J l_J_j ENGINEERING DEPARTMENT ~ -~--r-~-1---~-~ .-------------,--------,~~~~----~~~~~~~~----------~~-------~~~-+-----------~-+-~~-+-~I~ROWME~PUNSW~ B R 0 W N AND C A 1 D W E 1 1 "AS-BUlL T" AGUA HEDIONDA & CALAVERA CREEKS 'i'~OfESS/~ WARNING 9665 CHESIJ'L\KE DRI\{, SUITE 201 (s58f'~12."~~2cA~~01m~l ~(~'k33 DREDGING AND IMPROVEMENTS PROJECT ~ ,c Mos0t <'l.' ~ ~~ ~~ ~ ~ ~ 0 1/2 1 :iii . --··-ill No. 62014 ~ PE ___ EXP. __ _ -IF THIS BAR DOES SUSMITIEO• ----;;;;==--OATE• --•• ";;; ~ Exp. * 1-----....::"o~JEc:!..!r M~ANA::!"'---------t;:;;::;-;;;;;~~--------~--+--h~------· DEPUlY CllY ENGINEER PE: 28176 EXPIRES: 03/31/14 DAlE . t; <!).~ ./.,'<" NOT MEASURE 1" REVIEWED BY: "' ----+----l--f---+-----1 '--;;i;~==;;;;;==:;-;=====;~~~::::'::;r~::=.:=;~ · ·~ .,.~"e CiVI~~~ THEN DRAWING IS HORIZONTAL NoNE '--'-' 'oWN BY: EAs I PROJECT NO. I DRAWING NO. ~ OF CA\.1~ NOT TO SCALE. SCALE DAiE INillAL DAiE INillAL DAiE INillAL CHKD I3Y: ESM ·il_ __________________________________________________ ~::::::::::::::~::::::::::::::~V=ER=TI=CA=L===NO=NE==:::::::=IN=SP=EC:TO=R==========~~~D=A-IT=-=-=!E=NG=IN~=R=O=F~~K=====R=EV=IS=IO=N=D=ES=C=R=IPT=IQ=N====~O=lli=ER=AP=PR=O~=L::CI=lY=AP=PR=OV=AL~R=~==BY=:=oG====·====3=33=8=======43=6-=2A==~ DATE 1----11------+------------1---l---11----+--1 APPROVED: 'WllLIAM E. PLUMMER ~ "" a: ~ z ~ "' ' "' / "' 1-~ ~ :I: "' ' N / 0 0 "" u / > c ~ ' "" c a. ~ ~ ~ 0 SHEET INDEX 1. TITLE SHEET 2. INDEX MAP AND LIST OF DRAWINGS 3. NOTES, LEGEND, ABBREVIATIONS, AND TYPICAL CREEK SECTIONS 4. HORIZONTAL CONTROL MAP-AGUA HEDIONDA CREEK 5. HORIZONTAL CONTROL MAP-CALAVERA CREEK 6. TREE REMOVAL PLAN 7. CONSTRUCTION LAYDOWN AREA 8. AGUA HEDIONDA CREEK-TYPICAL CHANNEL CROSS SECTIONS 9. AGUA HEDIONDA CREEK-SLOPING RIPRAP CROSS SECTION AND PROFILE 10. AGUA HEDIONDA CREEK PLAN AND PROFILE-STA 7+00 TO STA 11+00 11. AGUA HEDIONDA CREEK PLAN AND PROFILE-STA 11+00 TO STA 24+00 12. AGUA HEDIONDA CREEK PLAN AND PROFILE-STA 24+00 TO STA 35+00 13. AGUA HEDIONDA CREEK PLAN AND PROFILE-STA 35+00 TO STA 41+98.71 14. CALAVERA CREEK PLAN AND PROFILE-STA 0+00 TO STA 11+00 15. CALAVERA CREEK PLAN AND PROFILE-STA 11+00 TO STA 23+00 16. CALAVERA CREEK PLAN AND PROFILE-STA 23+00 TO STA 34+00 17. MAINTENANCE ROAD PLAN AND PROFILE-STA 50+00 TO STA 52+50 18. MASONRY WALL PLAN AND PROFILE-STA 10+00 TO STA 13+91.92 19. CALAVERA CREEK GAB ION SECTIONS 20. GABION STRUCTURE DETAILS 1 \ \ \ \ \ \ •, \ \ \ \ '\<:- \ \ \ \,, \ '"''~ \ \ "'-~, \ \ '\\ ~- WARNING 0 1/2 I ,' / ,)<> :·/./ . . ' '",' ; / .·' '.,.,>, ', '<' . \ '..'~. '/ .. .. ' c '-. ''- BROWN AND CALDWELL 9665 CHESAPEAKE DRII,{. SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 fAX (858) 514-8833 ' \.· \ ·"~ . ' ] 21. GABION STRUCTURE DETAILS 2 - ~ 23. STORM DRAIN PROFILES IF THIS BAR DOES SUBMITTED' ---;=:o=::=;;;---D>ID --- P.E, __ _ . . ~-' ~ ' " . ''<· .·:·~·".. •. . . . •' ·, -.... } ' . ' ., , ... '', ' "AS-BUlL T" EXP. DATE I ~ NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL / ~~--~------------------~--+-~--~--4~~s=H2E=ET~~=C=I=T=Y==O=F==C=A=R=L=S=B=A=D==I =~~~ r-ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: INDEX MAP AND LIST OF DRAWINGS APPROVED: WIUUAM E. PLUMMER ~ 22. GAB ION STRUCTURE DETAILS 3 AND VMAX SLOPE INSTALLATION ~ ~ G TAILS I------""T',!;PR~OJE~c:!,T_!!:MAN~A~":!'----------~;:;-;;:::;;;~~;:--------------~---+---I-.,.------------------1-----1----1----1-----1 DEPUlY CllY ENGINEER PE: 28176 EXPIRES: OJ/J1/14 DAlE t; 24. MISCELLANEOUS DRAINA E DE NOT MEASURE 1" REVIEWED BY·. ~~~r:=~c~r=~~g~~=ro~~fj;~ ~ SCALE: NONE ·;; 25. SWING GATE DETAIL THEN DRAWING IS HORIZONTAL NONE DWN BY: EAS PROJECT NO. I DRAWING NO. ,t NOT TO SCALE. SCALE DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: -"E"'SM,___ ~L.--------------------------------------------------------------------------------~::::::::::::::::::::~::::::::::::~::::::::::::VE:R:TI:C:A:L:::::NO:N:E::::::::::::::I:NS:P:E:C:T:OR:::::::::::::::::::::D:A:TE::::~EN:G:IN:~:R:O:F:WO::R:K~::::::R:E:V:IS:I3:33:8:::::::::::43:6:·:2A====~ ~ <( <X w z w . "' ' "' / Vl 1-w w :I: Vl ' N / Cl Cl < u / > c w ' ~ c ·a. ~ ~ ~ Cl ~ c c ro ~ u ro ~ c 0 '5 ~ " ro " ~ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. BROWN AND CALDWELL 9665 CHESAPEAKE DRIVE, SUITE 201 SAN DIEGO, CALIFORNIA 92123 (858) 514-8822 ----~~~-----------------DATE: ________ _ ERIC MOSOLGO R.CE. NO.: 62014 REGISTRATION EXPIRATION DATE: 09/20/13 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY METHODS FROM INFORMATION GATHERED ON OCTOBER 27, 2005 BY PHOTO GEODETIC CORPORATION. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ADDITIONAL TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY A SECOND AERIAL SURVEY FLOWN ON MAY 20, 2006 BY TOWILL SURVEY COMPANY FOR THE AGUA HEDIONDA CREEK. THIS NEW INFORMATION WAS PROVIDED BY LYLE ENGINEERING, INC. ON JULY 08, 2006. THIS REVISED TOPOGRAPHY REFLECTS INTERIM FINISHED GRADE FOR EMERGENCY DREDGING THAT WAS PERFORMED AND COMPLETED (MAY 3, 2006) UNDER ARMY CORPS. PERMIT No. 200600151-KJC ISSUED ON MARCH 3, 2006. UPDATED TOPOGRAPHY FOR AGUA HEDIONDA CREEK WAS PROVIDED BY RIGHT-OF-WAY ENGINEERING SERVICES ON FEBRUARY 6, 2012. CONTROL BASED FROM CITY RECORD OF SURVEY NO. 17271 WHICH IS NGVD 1929. HORIZONTAL COORDINATE DATUM IS CALIFORNIA COORDINATE SYSTEM 83, VERSION 1991.35 (NAD 83) TREE LOCATION SURVEY MAP INCORPORATED INTO DRAWINGS WAS ACQUIRED FROM UPDATED TOPOGRAPHY, RIGHT-OF WAY ENGINEERING SERVICES, DATED FEBRUARY 6, 2012. ADDITIONAL MAPPING PROVIDED BY O'DAY CONSULTANTS, ROBERTSON RANCH EAST VILLAGE, C.T. 02-16 PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 168-050-37 168-050-38 168-050-39 168-050-40 168-050-41 168-050-42 168-050-43 WHICH INCLUDE UNITS 1 THRU 96 WHICH INCLUDE UNITS 97 THRU 168 WHICH INCLUDE UNITS 169 THRU 223 WHICH INCLUDE UNITS 224 THRU 297 WHICH INCLUDE UNITS 298 THRU 371 WHICH INCLUDE UNITS 372 THRU 419 WHICH INCLUDE UNITS 420 THRU 504 DATA SHOWN FROM SAN DIEGO COUNTY ASSESSOR'S MAP 168-05 SHEET 4, DATED SEPTEMBER 25, 1998 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 338-1671 (2002-6243) EXISTING UTILITY DATA TABLE DESCRIPTION REFERENCE DRAWING 1 24" RWWATER LINE (CMLC) C.M.W.D. 333-26 2 15" VCP SEWER LINE C.M.W.D. 333-2GE 3 12"AWWAC900PVCWATERLINE C.M.W.D. 404-7 4 14" STEEL WATER LINE C.M.W.D. 85-101 5 12" PVC SEWER LINE C.M.W.D. 92-406 6 21"VCPSEWERLINE C.M.W.D. 144-7 7 10" HP FUEL MAIN SANTA FE PACIFIC PIPELINES, INC 8 4" HP GAS LINE C.M.W.D. 333-2G 9 16" HP FUEL LINE SANTA FE PACIFIC PIPELINES, INC 10 36" DIP WATER LINE C.M.W.D. 85-101 11 ABANDONED 20" STEEL WATER LINE C.M.W.D. 333-26 12 6" SEWER LINE RANCHO CARLSBAD MHP 13 8" SEWER LINE RANCHO CARLSBAD MHP 14 12" SEWER LINE RANCHO CARLSBAD MHP 15 14" STEEL WATER LINE C.M.W.D. 5527-A 16 24" VCP SEWER C.M.W.D. 333-26 122-41 126-75 < ' 17 42" RCP STORM DRAIN CALAVERA HILLS PHASE II IMP PLANS DWG. 390-9 m -~ KEY LEGEND EXISTING SEWER LINE EXISTING BOUNDARY LINE EXISTING WATERLINE EXISTING RIGHT OF WAY EXISTING RECYCLED WATERLINE EXISTING EASEMENT ,._ ........ , ...... , .. EXISTING STORM DRAIN -----EXISTING EASEMENT CENTER LINE EXISTING ABANDONED WATERLINE LIMITS OF EXCAVATION, TOE OF SLOPE EXISTING FUEL LINE LIMITS OF EXCAVATION, TOP OF SLOPE ...................... ,., ,.,.,, ...... EXISTING GAS LINE EXISTING RETAINING WALL . ' EXISTING CABLE TELEVISION LINE REMOVE RETAINING WALL EXISTING TELEPHONE LINE EXISTING MASONRY WALL . "·'" ................. . EXISTING OVERHEAD ELECTRIC LINE REMOVE MASONRY WALL EXISTING ELECTRIC LINE [J [] c--PROPOSED MASONRY WALL 25+00 26+00 PROPOSED ALIGNMENT PROPOSED STAGING AREA REFERENCE REFERENCE PLANS CONDITIONAL LETTER OF MAP REVISION BROWN AND CALDWELL GEOTECHNICAL INVESTIGATION NINYO AND MOORE ABBREVIATIONS ACP AC ASBESTOS CEMENT PIPE ASPHALT CONCRETE AGUA HEDIONDA (ALIGNMENT LINE) DWG 333-2G DWG 803-9 DWG 335-7A SHEET35 SHEET 1 AND4 SHEET4 "AH" "AHMR" AWWA AGUA HEDIONDA MAINTENANCE ROAD (ALIGNMENT LINE) AMERICAN WATER WORKS ASSOCIATION BW "CC" CMLC CMP C.M.W.D CONC DIP DOC DWG EG EL. ELEC BOTTOM OF WALL CALAVERA CREEK (ALIGNMENT LINE) CONCRETE MORTAR LINED CHANNEL CORRUGATED METAL PIPE CARLSBAD MUNICIPAL WATER DISTRICT CONCRETE DUCTILE IRON PIPE DOCUMENT DRAWING STORM Df{AIN EASEMENT (VARIES 38' TO 44') (VARIES 16' TO 4') -- EXISTING GROUND ELEVATION ELECTRICAL EXISTING _/ EX, EXIST FG FL HORIZ HP I.E. IMP LT NO. MHP MIN OG PM PVC RCB RSP RT R/W RW FINISHED GROUND FLOWLINE HORIZONTAL HIGH PRESSURE INVERT ELEVATION IMPLEMENTATION LEFT NUMBER MOBILE HOME PARK MINIMUM ORIGINAL GROUND PARCEL MAP POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE BOX ROCK SLOPE PROTECTION RIGHT RIGHT OF WAY RECYCLED WATERLINE SHT SHEET STA STATION TEL TELEPHONE TYP TYPICAL TW TOP OF WALL UNKN UNKNOWN VCP VITRIFIED CLAY PIPE VERT VERTICAL -----~ ' / ' / _,.~'\t----------V ~"' '? ~- "CC" LINE STA 1+08-STA 2+53 STORM DRAIN EASEMENT (VARIES 65' TO 72') --, / .... / .... _ / --------------- "CC" LINE STA 2+53-STA 18+50 CALAVERA CREEK TYPICAL SECTIONS NOT TO SCALE -/- EXISTING CONTOUR XXEB* PROPOSED VMAX SLOPE PROTECTION --30--PROPOSED MAJOR CONTOUR PROPOSED GABION DROP STRUCTURE --32--PROPOSED MINOR CONTOUR ----100-YEAR FLOOD PLAIN REMOVE TREE PROPOSED CONCRETE STRUCTURE EXISTING CONCRETE STRUCTURE EXISTING TREE OR STUMP EXISTING ROCK SLOPE PROTECTION ...• ,: -<r<&_'thb,)· PROPOSED LIGHT ROCK SLOPE PROTECTION ~ PROPOSED 1/2-TON ROCK SLOPE PROTECTION PROPOSED 4-TON ROCK SLOPE PROTECTION . NOTE: GEOTECH TO RECOMMEND FILTER FABRIC OR ADDITIONAL RIP RAP GRADUATION UNDER MAIN RIP RAP LAYER STORM DRAIN EASEMENT (VARIES 1 08'-120') ----/ -.... / .... _ / .... // ........ _____________ _ "AH" LINE STA 7+00-STA 11+33 STORM DRAIN EASEMENT (VARIES) 85' ----/ ~ -- /---/ 1/2-T~~= ------------~2-TON RIP RA~ ~ liiBilid RIP RAP "AH" LINE STA 12+50-STA 14+75 STORM DRAIN EASEMENT (VARIES 114' TO 120') 85' -- -----.... -".s>.... -~'/// ~:~~;\::-----------:; Rl~~~~ ___ / "AH" LINE STA 19+75-STA 25+00 PROPOSED MAINTENANCE ROAD SEE SHEET 17 STORM DRAIN EASEMENT (VARIES 132'-150') 85' ----"""' q;_ ' ~ /--- ·.s. I ' -1~< ._,. ' 1/2 TON i LIGHT RIP RAP """ """"" RIP RAP "AH" LINE STA 19+75-STA 25+00 AGUA-HEDIONDACREEK TYPICAL SECTIONS STORM DRAIN EASEMENT (VARIES 90' TO 96') 40' ---7 ·" /- -- --.... 'f> I y·/ 1/2TO~'t---------------w LIGHT RIP~~ """" RIP RAP "AH" LINE STA 19+50-STA 25+00 STORM DRAIN EASEMENT (VARIES 108'-120') 40' /-- ----7 " / -.... ~ .... ~ IW'/ LIGHT,--------------~~_ LIGHT Rl P RAP 'WW lll3li:!.Y Rl P RAP "AH" LINE STA 25+00-STA 33+00 STORM DRAIN EASEMENT (VARIES 108'-120') "AH" LINE STA 33+00-STA 38+10 STORM DRAIN EASEMENT (VARIES 100'-108') 40' I . -----' ~ //-- .... ~~ I r{ / 4 TON' -----r----~)j(· RIPRAP ij' "AH" LINE STA 38+10-STA 41+60 AGUA HEDIONDA CREEK TYPICAL SECTIONS NOT TO SCALE NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1---+--+------------+--+----1---+----ILrJ CITEliNg~NG ~~~~~N~AD w ~ 18 18" PVC STORM DRAIN CALAVERA HILLS PHASE II IMP PLANS DWG. 390-9 / ;:j 19 4" SEWER LINE CALAVERA HILLS PHASE II IMP PLANS DWG. 390-9 r------------------,r-----------~~~~~~------~~~~~~~~-r----------~~~~~-----------}----4----}----------------------------~----~--~--~~--~ IMPROVEMENT PUNS FO~ B R 0 w N AND c A L D w E L L "AS-BUlL T" "W' WALL (ALIGNMENT LINE) -0 ~ 20 36" RCP STORM DRAIN CALAVERA HILLS PHASE II IMP PLANS DWG. 390-9 ~I'OtESS!~ i 21 48" RCP STORM DRAIN CALAVERA HILLS PHASE II IMP PLANS DWG. 390-9 ,~,c MOso<e>0 ~ WARNING 0 1/2 1 9665 CHESAPEAKE Dffi'IE, SUilf 201 SAN DIEGO. CAUFORNJA 92123 (858) 514-8822 FAX (85B) 514-8833 NOTES, LEGEND, ABBREVIATIONS, AND TYPICAL CREEK SECTIONS ~ 0 ~ ~ 22 8" PVC SEWER LINE CALAVERA HILLS PHASE II IMP PLANS DWG. 390-9 iii No. 62014 <:;: DATE -;;; i< Exp. * IF THIS BAR DOES ~-_:su:'":'m::':_' ==~~~~~~~~====-:....::'•:":._• ===--+RjP~.E.ii'F\iiFr1R'Y:--EX_P. __________ ~==+==+;==============+===1==+===t=~ APPROVED: WILLIAM E. PLUMMER ;; 23 11'X7' REINFORCED CONCRETE BOX CALAVERA HILLS PHASE II IMP PLANS DWG. 390-9 ,p ~... NOT MEASURE 1'' PRO.ECT MANAGER ~D~EP~U~TY~C~ITY~E~NG=IN=EE~R-rP=E:=2=8~17~6 gE~X~PIR¥E~S:~O~J/=J=1/l14rgO~ATE~ifj~ -'f-c 1-,.;:-REVIEWED BY: "' .. -~ (f IV I ,Cl.., THEN DRAWING IS HORIZONTAL AS SHOWN Lli DWN BY: EAS I I ~ 24 10" PVC SEWER LINE C.M.W.D. 404-7 OF CALl NOT TO SCALE. SCALE DATE INITIAL ~DA::..:.TE=--:L..:I:.::Nill:.::A:::L+D~A:_::TE:____j~IN~Ill~A:=_L-1 CHKD BY: ESM PROJECT NO. DRAWING NO. 0: VERTICAL AS SHOWN INSPECTOR DATE ENGINEER OF REVISION DESCRIPTION '-~-3338 436-2A ~L_ __ _j~25~~C~H~A~N~N~E~L~F~LgO~W~M~O~N~l~TO~R~l~N~G~E~Q~U~IP~M~E~N~T~,~CgO~N~TA~C~T~W~E~ST~O~N~EN~V~I~RgO~N~M~E~NT~A~L~~~~---=====::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~::::::~::RK:::::::::::::::::::::::::::: -' <( "' w z ·W "' I "' / VI >-w w :I: VI ' N / c c <( w / > c w ' ~ c '" ., ~ ~ c -0 ~ ~ u / / ~ BASIS OF BEARINGS AND COORD I NATES/BENCHMARK NAD 83 (1991.35 EPOCH) POINTS AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF SURVEY NO. 17271 USING BEARING: N 56' 44' 52" E POINT 105 N 1999466.124 E 6241021.960 ELEV. = 45.41' (NGVD 1929) 2.5" DISK IN NORTHEAST CORNER OF CANNON ROAD BRIDGE OVER AGUA HEDIONDA CREEK, 120' SOUTHWEST OF EL CAMINO REAL POINT 109 N 1998301.767 E 6239246.162 ELEV. = 26.13' (NGVD 1929) 2.5" DISK IN DRAINAGE BOX INLET ON SOUTH SIDE OF CANNON RD. 0.2 Ml WEST OF EL CAMINO REAL COMBINED SCALE FACTOR AT POINT 1051S 0.999962440 GRID DISTANCE= (GROUND DISTANCE) X (COMBINED SCALE FACTOR) 60' EASEMENT AND RIW FOR ROAD PURPOSES LINE TO GEORGE W. AND EDWINA TARRY ,· · .,,,, • .... ,, RECORDED SEPTEMBER 10, 19571N BOOK 6740 PAGE NO. 102, ORAS SHOWN ON PM 17985 ,~ . ' / i':./" /; < / / /.1 / / / / / / / / / L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 l ... D LINE TABLE Q CURVE TABLE HORIZONTAL COORDINATE TABLE Q EXISTING EASEMENT TABLE LENGTH BEARING CURVE LENGTH RADIUS DELTA ANGLE "AH" STATION NORTHING EAST lNG DESCRIPTION No. PURPOSE OWNER DOCUMENT RECORDED 18.70 N46'39'03"E C1 11.38 S62'57'58"E C2 45.20 S62'57'58"E C3 168.16 N23'24'33"E C4 32.84 N51'59'48"E C5 1017.71 S63'44'29"E C6 117.35 N81'48'29"E C7 233.62 S83'21 '53"E C8 117.89 S60'01 '27"E C9 208.27 N8r55'03"E C10 121.24 S24'24'52"W C11 36.04 S39'53'53"W C12 228.89 S65'41'25"W C13 450.55 N78'31 '03"W 407.64 S48'19'21"W 1130.51 S51'47'40''W 85.61 N89'59'05"W CALAVERA CREEK-SEE SHEET 5 / / .. · 399.24 326.81 149.68 560.79 300.64 129.39 203.69 111.90 54.05 225.08 189.58 463.91 133.42 \ 325.00 200.00 300.00 500.00 500.00 500.00 500.00 200.00 200.00 500.00 303.48 500.00 200.00 . . \ 70'22'59" 93'37'29" 28'35'15" 64'15'43" 34'27'02" 14'49'37" 23'20'26" 32'03'29" 15'29'01" 25'47'32" 35'47'33" 53'09'37" 38'13'14" ·. 7+00 7+18.70 11+1793 11+74.51 15+1.32 16+69.48 18+19.16 18+52.00 24+12.79 34+30.50 37+31.14 38+48.49 39+77.87 42+11.50 44+15.18 45+33.07 46+44.97 48+53.25 1999383.4911 6240499.8772 1999396.3264 6240513.4742 1 999449.4819 6240884.2864 1999423.7666 6240934.6818 1999522.4555 6241209.1234 1999676.7708 6241275.9308 1999793.9752 6241366.5262 1999814.1922 6241392.3997 1999868.6073 6241921.4657 1999418.3477 6242834.1517 1999371.8521 6243126.6080 1999388.5730 6243242.7600 1999390.3257 6243371.7770 1999363.3312 6243603.8370 1999299.7987 6243795.8803 1999240.8992 6243897.9970 1999214.2787 6244005.1910 1 999221 8468 6244213.3280 DRAINAGE EASEMENT AND ACCEPTED ON PM 1 BEGIN CONTRACT BEGIN CURVE C1 END CURVE C1 BEGIN CURVE C2 END CURVE C2 BEGIN CURVE C3 END CURVE C3 BEGIN CURVE C4 END CURVE C4 BEGIN CURVE C5 END CURVE C5 BEGIN CURVE C6 END CURVE C6 BEGIN CURVE C7 END CURVE C7 BEGIN CURVE C8 END CURVE C8 END CONTRACT E1 E2 E3 E4 E5 E6 STORM DRAINAGE CITY OF CARLSBAD DOC. 2003-1414301 STORM DRAINAGE CITY OF CARLSBAD DOC. 2003-1414303 SEWER CITY OF CARLSBAD F/N 85-251146 0. R. SLOPE CITY OF CARLSBAD F /N 7225 0. R. ROAD CENTERLINE CITY OF CARLSBAD FiN 55458 0. R. SEWER CITY OF CARLSBAD F/N 85-251146 0. R. 60' EASEMENT TO JOSEPH & . LILLIAN CANTARINI AND '<:';;{. BANNING CANTARINI RECORDED . ~ \i'! APRIL 1, 1967 AS DOC. NO, 58827 ·ORAND SEPTEMBER 7,1995AS . FILE N0.1995-03980330RAS · SHOWN ON PM 17985 '& I ..._ \~ I ..... --.....___ 12' EASEMENT TO SDG&E RECORDED NOVEMBER 26, 1965 AS \ ~ I ~ I --.....___ FILE/PAGE NO. 214035 OR AS SHOWN ON PM 17985 ----. \ \~ J ..._ ..._ --.....___ <t_ 20' EASEMENT TO SDG&E RECORDED MARCH 20, 1956 AS BOOK )f --.....___ 6024 PAGE NO. 26 OR AS SHOWN ON PM 17985 11 ..... " E=6244213.33 ..... ~ f sou. ..._ -.. ..._ ..... . . ;f I ·'~ --h'/ ..... ..... ~ ..... ~---f! -----------_);f=-t=-=--= = ~_,__ = ::--= = ~ ---,--------,, I 11-25-2003 11-25-2003 07-15-1985 01-14-1970 03-26-1964 07-15-1985 AGUA HEDIONDA CREEK HORIZONTAL CONTROL MAP NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1----1--f-------------t----+--1---f----1 LrJ Cl~rGIN~~NG ~ft~~~N~AD w .------------------,,-----------,---------------------------------~------------------------------~----+---~----------------------------~----~--4---~--~ ThWROVEMENT PUNS FO~ BROWN AND CALDWELL "AS-BUILT" WARNING 0 1/2 1 9665 CHESAPEAKE DRIV£, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 FAX (858) 514-883J HORIZONTAL CONTROL MAP AGUA HEDIONDA CREEK -.:: .:l f:'Jl DATE ~ ~ IF THIS BAR DOES! -~su:••:•nm:·--=-=-~~~~~~~~=-=-=-=-~~====~~h;~;;~~_:~=======---_:~--~=====t==~~===========================t====i====t====t===j =~~~~~~~==-====-~~~ ~~--- J-----J-----J-----------------------------+-----J----I------1----J APPROVED: WILLIAM E. PLUMMER No. 62014 ~ o so 120 NOT MEASURE 1 .. 1-DEPUn' Cln' ENGINEER PE: 28176 EXPIRES: 03/31/14 DA1E e SCALE IN FEET THEN DRAWING IS 1---:0,-,A-::::1E:-+""'IN=m"'AL--J-I;,u_---------------------------l------I-----J-----+-----I ~D~WN~B~Y~: ~EA~S =~=~P~RgOJjE~CfT ~NgO~. =l~~D~R~A~W~IN~G~N~O. ~ NOT TO SCALE. SCALE f-"'DA.:.:.1E::.._L.:IN:.::Il1:..::A.::.L+-D"'-A:.::1E'--l-"IN~IT1:::.:A:::..L ..J CHKD BY: -"'ES=M __ 3338 436_2A ·~L_----------------------------------------------------------------------~~::::::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::D:A:TE:::::E:NG:IN:~:R:O:F:W:R:K:::::::R:E:V:IS:IO:N::D:E:S:C:R:IP:T:IO:N::::::~:O:lli:ER D LINE TABLE Q CURVE TABLE HORIZONTAL COORDINATE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA ANGLE "CC" STATION NORTHING EASTING DESCRIPTION __, <( "' w z w "' ' "' --"' J-w w "" Vl ' N --Cl Cl <( w --> c w ' "" c "" ~ ~ ~ 0 ... c c ~ £ w ~ ~ c 0 -ii ~ "" ~ " ~ <( ' co ~ 0 "' ~ :::. <( 8 No. E1 E2 E3 E4 L1 18.70 N46"39'03"E L2 11.38 S62"57'58"E L3 45.20 S62"57'58"E L4 168.16 N23"24'33"E L5 32.84 N51 "59'48"E L6 1017.71 S63"44'29"E L7 117.35 N81 "48'29"E L8 233.62 S83"21 '53"E L9 117.89 S60"01 '27"E L10 208.27 N87"55'03"E L11 121.24 S24"24'52'W L12 36.04 S39'53'53"W L13 228.89 S65'41'25"W L14 450.55 N78'31'03"W L15 407.64 S48'19'21'W L16 1130.51 S51 "47'40'W L17 85.61 N89'59'05'W 0 EXISTING EASEMENT TABLE PURPOSE OWNER DOCUMENT STORM DRAINAGE CITY OF CARLSBAD DOC. 2003-1414301 STORM DRAINAGE CITY OF CARLSBAD DOC. 2003-1414303 STORM DRAINAGE CITY OF CARLSBAD FIN 2003-1414301 O.R. STORM DRAINAGE CITY OF CARLSBAD FIN 2003-1414303 O.R. 60' EASEMENT AND RIGHT OF WAY FOR ROAD PURPOSES TO GEORGE W. AND EDWINA TARRY RECORDED SEPTEMBER 10, 19571N BOOK 6740, PAGE .. NO. 102, OR AS SHOWN ON PM 17985 RECORDED 11-25-2003 11-25-2003 11-25-2003 11-25-2003 ~ 0 ~ ~ w ~ ~ .. ~ C1 399.24 C2 326.81 C3 149.68 C4 560.79 C5 300.64 C6 129.39 C7 203.69 C8 111.90 C9 54.05 C10 225.08 C11 189.58 C12 463.91 C13 133.42 325.00 200.00 300.00 500.00 500.00 500.00 500.00 200.00 200.00 500.00 303.48 500.00 200.00 70'22'59" 93'37'29" 28"35'15" 64"15'43" 34'27'02" 14'49'37" 23'20'26" 32'03'29" 15"29'01" 25'47'32" 35'47'33" 53'09'37" 38'13'14" .. PROPOSED STAGING AREA . , 0+00 1999828.9518 6241412.2849 1+21.24 1999939.3463 6241462.3955 1+75.28 1999984.9645 6241491.0742 2+11.33 2000012.6160 6241514.1929 4+36.40 2000147.5704 6241691.9510 6+75.55 2000246.0213 6241909.8960 8+66.64 2000265.8632 6242096.7163 13+01.10 2000174.1650 6242521.3855 17+71.13 2000289.4521 6242959.3868 21+78.82 2000560.5391 6243263.8876 33+09.33 2001259.7402 6244152.2402 34+42.75 2001302.5805 6244275.9897 35+28.36 2001302.5578 6244361.6044 . GL[N \ \ . CALAVERA CREEK HORIZONTAL CONTROL MAP / BEGIN CONTRACT BEGIN CURVE C9 END CURVE C9 BEGIN CURVE C10 END CURVE C10 BEGIN CURVE C11 END CURVE C11 BEGIN CURVE C12 END CURVE C12 BEGIN LINE L 16 BEGIN CURVE C13 END CURVE C13 END CONTRACT 60' EASEMENT AND RIGHT OF WAY FOR ROAD PURPOSES TO GEORGE W. AND EDWINA TARRY, RECORDED SEPTEMBER 10, 1957 IN BOOK 6740, PAGE . NO. 102, ORAS SHOWN ON PM 17985 ' ------ PARCEL MAP BOUNDARY NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL jSHEEll CITY OF CARLSBAD l-----1--+-----------------1f-----+--f--,...--+---l ~ ENGINEERING DEPARTMENT ~--~----1-----------------------------~~---+----~---+----~ r--------------------r------------~~~~~77------~~~~~~~~~-r----------~~~~--------------f-----~--~------------------------------~---+----f---~----~ IMPROVEMENT PUUffi FOR B R 0 w N AND c A L D w E L L "AS-BUILT" fSRillSl ~ WARNING 9665 CHESAP£AKE DRIVE, SUilE 2D1 HORIZONTAL CONTROL MAP 0 1/2 1 SAN DIEGO, CAUFORNIA 92123 CALAVERA CREEK (858) 514-6822 FAX (858) 514-88:13 APPROVED: WIWAM E. PLUMMER ~ ~ DATE ~ U~ IF THIS BAR DOESI_~s:ue:••m::o,~~~~~~~~~~~~~~=-~::~====~--~~~~~~~-=======~--~~---~=====t==~~=============================t====t====t====jt===i ]_ o oo 120 NOT MEASURE !" 1-~D~EP~U~TY~CI~TY~E~N=GI=NE=ERtr=PE=: =2=61~76~E~XPgiR~E~S:~D~J=/J=1/=1~4~DA~TE~fi;i51 ::" SCALE IN FEET THEN DRAWING IS l-=;:--i-;;:;;'""-t"""'----------------------1f---::--:-=-+==-+-=::-=,...--+-:=::-:-:--l DWN BY: EAS PROJECT NO. I DRAWING NO. ~ NOT TO SCALE. SCALE DATE INillAL 1---"D'-'-ATE"'----L..C.IN'-'ITI'-'A=-L +--'D"'A"'TE:..._j_;;IN..::.ITI:::.A:=L--1 CHKD BY: ~ES"'M~_ a: ENGINEER OF WORK REVISION DESCRIPTION RVWD BY·. OG 3338 436-2A ~L.--------------------------------------------------------------------------~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::D:AIT::::::::::::::::::::::::::::::::::::::::::::::~O=lli:E:R:AP:P:RO:V:AL:::C: -0 n: ~ ~ 0 "" / < 8 ~ Q ~ ~ u WARNING 0 1/2 1 BROWN AND CALDWELL 9665 CHESAPEAKE DRI\£, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 fAX (858) 514-8833 ., .. ... "AS-BUlL T" . . '· ., •' ' '· ,, ,< .. · .. NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: TREE REMOVAL PLAN APPROVED: 111LLIAM E. PLUMMER fSHEETsl ~ ~ .. ~ ~ IF THIS BAR DOESI ____ ':'':"~'rnm::·~~~~~~~====~~~========----t.~m;,M;~~~----------------------------~~----i------r7K-----------------------------------l~----t-----~~-----t-----1~;DE;P;U=lY;;C~IlY=;EN;;G=IN=E=ER~P=E=:=2=8=17;6~E~XP~IR~E~S:~O=J/=J=1=/1;4~D~A~~~~~~ :;:; o •o 8o NOT MEASURE 1" ~ DWN BY: _,E""As"'------PROJECT NO. DRAWING NO. ". SCALE IN FEET THEN DRAWING IS DA~ INillAL DA~ INillAL DA~ INITIAL CHKD BY: ~E":SM,__ 3338 436_2A No. 62014 DATE il. ____________________________________________________________________________________ l:::::::;;~~;;~:::::!::N;O;T~T;O~SC;A;L;E~.:!:::S;C;A;L~E::::~~~~~::~::::::::::::::~~~~~~~~~~~~==~~~D~A~TE~~~E~N~GI~NOC~R~O~F~WO~R~K::::::~R~E~V~IS~I~O~N~D~E~S~C~R~~IP~T~IO~N::::::::~Olli::ER::AP:P:R:OV:A:L~=C=IlY::A:P:PR:O:VA=L~:R:V:WD:::B:Y:::o::G:::::: _, > u ' u / vo >-w w 0:: vo ' N / c c < u / > c w ' ~ c ·a. ~ ~ ~ c Ol c c ~ £ u ~ ~ c 0 ~ ~ 0:: ~ ~ < ' (':! "' 0 .. -/ < !=!. ~ 0 ~ -0 ~ ~ .0 ~ \ \ ' . \ \ . . ·. '· \ \ \ \ \ \ ,'\ • • ' . \ ' -. \ . •, ., . . : . . . ~\ \ ·, ···. \ . . . . . . . ' ... . I I • • ·, ,. ... . . ····~: ~ \ ·;· -.o.,.. ' .. " \ \\ .. . \ •\ ·\1 . , . .. \'i; \ . s\ . . . . ' ' \ '. . ' .. ' . ,, . / 0 15 30 45 60 SCALE IN FEET ... ,. TEMPORARY STORAGE AND DISPOSAL AREA. c ·''· . ··~ .. • . . ·~ . -~~. FENCING TO BE.PROVIDED PER . DISCRETION. Of CONTRACTOR. WARNING 0 1/2 1 . '., . • ,> DESILTING BASIN TO BE ,~MAINTAINED BY CONTRACTOR .. \ \ TEMPORARY CONSTRUCTION LAYDOWN, DISPOSAL AND STORAGE AREA BROWN AND CALDWELL 9665 CHESAPEAKE DRIVE. SUITE 201 SAN DIEGO, CAUFORNIA 12123 (658) 514-8822 FAX (656) 514-8833 •, • \ \ .. . \ .. .... . . > \ •, . . .. .. ----1'-.... "AS-BUILT" FENCING TO BE PROVIDED PER .. DISCRETION OF CONTRACTOR . . . . CQNTRACTOR'S EQUIPM.ENT YARD .. •. 500' '• DESIL TING BASIN TO BE .. ·>:/MAINTAINED BY CONTRACTOR .. , . •. · . \ FUTURE FIRE STATION .. ·. •. • . \ ' . . . .. \ ' . \ \ '·. .. · . \ '• ". .. \ \ .... ~ • ··· .. \ . \ ' '. CITY OF CARLSBAD ENGINEERING DEPARTMENT fSHEETsl L3U IMPROVEMENT PLANS FOR: CONSTRUCTION LAYDOWN, STORAGE, AND DISPOSAL AREA ~ IF THIS BAR DOES ( ____ ':u:'"~'""~''~==~~ffi§o!£c~'~"~A~NA~cffi~====~~o~A~m~·========~---t,~~~~l-(.-------------------------------1-------+-----i~~-------------------------------------t------t------t------t-----i ~~DE~P~U~TY~C~I=TY~E~N~G~IN~E~ERlfP=E=:=2=8=1~7~6~E~XP~~IRfE~S:~0~3=/3=1=/=1u4~D~A~TE~~~6l ~ NOT MEASURE 1" 1-REVIEWED BY: fDWN BY: EAS PROJECT NO. DRAWING NO. :;t THEN DRAWING IS HORIZONTAL 1"=60' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -"E"'SM"'---3338 436 2A il. .................................................................................... J:::::::;;~~;;~::::~~;N~O~T:T~O~S;C;A;LE;·~::~S;C;AL;E~::~~V~E~R~TI~C~A~L;;:::NI:A::::::::::::::~IN~S~P~E~C~T~O~R==~~~~~~::==~~D~A~TE~~~~EN~G~IN~EE~R~O~F~WO~R~K~::::~R~E~V~I~S~IO~N~~D~E~S~C~R~IP~TI~O~N~::::::~O=lli:ER::~::PR:O:~:L~==CI:TY::AP:P:R:OV:A:L~= APPROVED: WILLIAM E. PLUMMER DATE P.E. -----EXP. m 0 "' m v; 0 ... -iu E .. ~ m u:: "' / Vl o-w w :c Vl "' / C> C> <( u / > ~ w I 1------------------------STORM DRAIN EASEMENT (VARIES) -----------------------t 1---------------85.0' ----------------t \~S}s.;:>"' 4;;;i;~G 'I(' '•, -BO' 1 BACKING RIP RAP ~ 1/2 TON RIP RAP J/ FILTER FABRIC- CUTOFF WALL- -3.4' -I-+ -1---"-:-1.8' \ I AGUA HEDIONDA CREEK TYPICAL CROSS SECTION STA 12+50-STA 14+75 3.4' _./ +--+ 1 . 8' ---c.j,.._+ <, ,6.0' ~1/2 TON RIP RAP '-FILTER FABRIC '-CUTOFF WALL -~ /..'.§":('-/-.c:' ~' __ -;.-~::'-·:.'--.. ,-~--_:-<' --- 1-----------STORM DRAIN EASEMENT (VARIES 108' TO 120') ------------1 1-------40.0' ------~ ---........ -----..._ -- t50' i:a~~ r--3.4' 2.5' -f-];1 ~t<;;,; BACKING RIP RAP '~~ f-1.8' 1.8' : ~ r BACKING RIP RAP 1/2 TON RIP RAP _v \_LIGHT RIP RAP FILTER FABRIC--' FILTER FABRIC CUTOFF WALL--' · CLJ 1 urr WALL AGUA HEDIONDA CREEK TYPICAL CROSS SECTION STA 19+75-STA 25+00 1------------STORM DRAIN EASEMENT (VARIES 100 TO 108') -------------1 +-------40.0' ------~ --------------/ ---/ 1----------------STORM DRAIN EASEMENT (VARIES 108' TO 120') ------------------l t----------------85.0' -----------------t -------------~,;-~ -:::;-------,, t50' 2 ' ~ ~~ f-3.4' BACKING RIP RAP ~ ~ ~ -1.8' 1/2 TON RIP RAP v FILTER FABRIC- CUTOFF WALL --' ·5'--~~~ BACKING RIP RAP 1.8' ~ \~LIGHT RIP RAP AGUA HEDIONDA CREEK TYPICAL CROSS SECTION STA 16+25-STA 18+37 ~FILTER FABRIC '--CUTOFF WALL --- -_... -----~-/ ~:.<:.:--",.1---------t,;~~f ~ BACKING RIP RAP -l.f r--1=---2·5' 2·5'-_l!ifi ;;;:'t~ BACKING RIP RAP LIGHT RIP RAP FILTER FABRIC~ CUTOFF WALL--' 1--1.8' 1.8' f~ ~~ "..._LIGHT RIP RAP ~FILTER FABRIC ~CUTOFF WALL AGUA HEDIONDA CREEK TYPICAL CROSS SECTION STA 25+00-STA 33+00 1-------------STORM DRAIN EASEMENT (VARIES 1 00' TO 108') -------------1 ----, ' ..._ 1--------40.0' --------+ ------·-- 5.0' i BACKING RIP RAP r--~2.5' .1-L-1.8' 3.4' _./ +--+ 1. 8' -----+-+ LIGHT RIP RAP FILTER FABRIC~ CUTOFF WALL _j '--CUTOFF WALL AGUA HEDIONDA CREEK TYPICAL CROSS SECTION STA 33+00-STA 38+10 NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL fSHEETl CITY OF CARLSBAD fSREETSl 1----t--1----------------l---t---t--+-----1 ~ ENGINEERING DEPARTMENT ~ 1---+--t--------------~---r--t--~-~ r-----------~r-----------,-------------------------~-=~---.-------------------------------t---t---t---------------+--t---r--1---, IMPROVEMENT PUNS FO~ B R 0 w N AND c A L D w E L L "AS-BUILT" ~~ESS/~ WARNING 9665 CHESAPEAKE""'"" SUITE 201 AGUA HEDIONDA CREEK SAN DIEGO, CAUFORN!A 92123 TYPICAL SECTIONS (858) 514-8822 fAX (858) 514-8833 D 1/2 I ~,c MOso( ~- "}i fltr(~ "o ·~ ~ ~ ~ APPROVED: WILLIAM E. PLUMMER iii ~ No. 62014 >l ~ -tc EKp. / * IF n-ilS BAR DOES 1----'u_'"_'m_•_ -----T -=c_.::;"-~~·cr!:!•"'~'c-:~GE=-~====--cA_m_· =====----J-;;;::;-;;;::;;:;::~~-----------jl---l---h---------------f----l----1----1---J "' CCV~ DEPUlY CllY ENGINEER PE: 28176 EXPIRES: 03/31/14 DATE -:o J). /..,~ NOT MEASURE 1" REVIEWED BY: Jl\ ~~*~~~r==~~Ef~~~~~~~ ·1i--t;;. CIVI"'(c,-<-~ THEN DRAWING IS HORIZONTAL ASSHO\IVN IDWN BY: EAS I PROJECT NO. I DRAWING NO. ci:: OF CALl NOT TO SCALE. SCALE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _.,ES,M_ 3338_ 436_2A ~L.------------------------------------------------------------------------~::::::::::::::::::::::::::::::~:::::::::::VE::R:TI:CA:L::::A:S:SH:O:\IVN:::::::::::I:N:SP:E:C:TO:R:::::::::::::::::::DA:~::::~EN:G:INOC::R:OF==~~K:::::::R:E:~:S:IQ:N::D:E:S:C:R:IP DATE P.E. ---EXP. ---- :>: a. 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' HORtZ: 1" -40' ... ,.,.,,. i ............................................. I. .................................. J ........................ -.............. .. ..................... ...] ......................... -VERT;-.. 1-~· .. ~ 4~-....... ]... · · .. j .... · ' j I WARNING 1/2 1 5+00 6+00 BROWN AND CALDWELL 9665 CHESAPEAKE ORI\t, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 FAX (858) 514-8833 7+00 PARCEL MAP BOUNDARY / 8+00 8+00 THIS INFORMATION SHOWN TO SUPPORT HEC RAS ANALYSIS DATED MARCH 2012 "AS-BUILT" .( •. 9+00 STATE OF CALIFORNIA APN 208-020-39-00 9+oo ; ... ·\_, ",.,/ 10+00 NO CONSTRUCTION 'ACTIVITY IN THIS AREA \ .. -· 11+00 PARCEL MAP BOUNDARY GENERAL NOTE: NO WORK SHOWN ON THIS DRAWING LEGEND: SEE SHEET 3 FOR EXISTING UTILITY TABLE NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1-~+--t-~~~~~~~~----t~-t---t~-t----1 fSHEETl0 CITY OF CARLSBAD fSHEETS15 ~l_!Q_j~~~==~E~N=G~IN~E~ER~I~NG==D=E=PA=R=T=M=E=NT====~~====~ IMPROVEMENT PLANS FOR: GUA HEDIONDA CREEK PLAN AND PROFILE STA 7+00 TO 11+00 APPROVED: WILLIAM E. PLUMMER --' ~ u ' u / "' >-~ ~ :I: "' ' N / c c <( u / > c ~ ' ~ c ~ "' ~ ~ c w c c ~ "" u ~ "' c c '6 ~ :I: ~ ~ ~ <( ' ~ ~ 0 .. ~ / :;: 8 ~ c ~ ~ 0 "' ~ D "' " .. .................... ······················ ··~c'A'.'N'N'ON ~OAD BRIDGE· ...................... . I 'l 1 1 .................................. it> I ~ ~· ················································•······························ ..o ol .... ~wi ...................................................... _j''' 01 ............ . TOP OF RAIL UJI . EL 48.00 45 11+00 12+00 0 10 20 30 40 SCALE IN FEET 6 13+00 i ' . TOP OF RAIL EL. 46.90 EL CAMINO REAL , ..... BRIDGE t ........ 1···························0 ,1·········· ···················· 0~ ~@ . '0 .................................... . ............ • . ..,.u:lJ,................. . . • . ..· ............. . TOP OF RAIL EL. 46.80 ........• ,. .. 0 +t i ! 100-YEAR WATER SURFACE ELEVATION . . . .. . .. ... . ... . ....... I·.... .. .. ··i ..... . .... . . . ... .. I ......... . ·I ., I ............. , ....................... . .. . .. ......... !. NOTE 1: 1 0> :LINE BEGINS AT 44.4' RT OF "A~:,,,,,., L .. ,I'N'''E" .. S"''"TA 20+97 8 't: ·········· ''AND TIES INTO A CABLE LINE AT AN UNKN ············· 0 0 + ~N <(.-- f--l-- (J)W 35W W z~ _jw IW O(f) ~ ~ ··b , ..................... · ...... ,. ..... ~-.... ·· · :lOCATIONACROSSAGUAHHliONDACREEK· C\1 C):,i : w i i . ........... A"'' 0 q + "' .. 1,() l. N· .. ·'· ~N ~~] II frl~···· l I ............. . . ....... ...... ...... .... .... .... ... ·]'···· -l ................................................ j ................................................. ··l ...................... . r--' . . .... ··'d····· .... 1-' ~.I, .......................... :..u· ~ ....J 0 + Cl)<'>j, '± .•..................... UJ± et: ;! • II i ""' !!? 0 <D b!J ICD! ~· <C~ :s: ~ ~ u. ~ ....J <t: UJ ;:t: ............... wen ~~ i£oo (/)= IL=: Wt: -=I =-·J: J: ................... ~ ~ ~~ 6~ ......... ............................ ,····I I I 14+00 15+00 ' '· WARNING 0 1/2 1 16+00 17+00 "· SCALE HORIZ: 1"-40' VERT: 1" = 4' ·. ·, ... .. BROWN AND CALDWELL 9665 CHESAPEAKE omor, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 fAX (856) 514-8833 18+00 ·················~ ~1 ' '""~ ~ ~ ........ 11SBC TO FIELD CONFIRM LOCAtiON OF CABLE ........... ,.c:> 'i:• ~: ................ ::::> z ~ :cONTACT ROGER RAMSEY WITH SBCWESTAT: .................................................................. ,~ ft::, ~ ~ ~ ,~ 5 :4220 ARIZONA STREET, ROOMJ200 ........ . .. ·•···· 1 ........ · 1 ~ ~ ~ ~; rAN DIEGO, CA 92104-H15 11 : ............ ···················· .............. . ···········• .. •· • ........................................ +............... '* CONTRACTOR TO FIELD VERIFY ............... ' ALL UTILITIES ........................... 11 ,.. ........................................................ . i -~········· . , ........... . 19+00 ' ' ' ' •,,' .. ~ ' ,_., . :\ "AS-BUILT" DATIE 20+00 I 21+00 '• ·.' 22+00 23+00 " •;,>'/' • • ?o 'AGCJA HEOIONDA CREEK I ' EASEM~NTLINE~ .·,· , ,,..,__ /"-'• ' . "'-llll ' PER PM 179S5 ' . LIMIT$ bFEXCAVA-fldf.J , 'i: To€: OF SLOPE . '·' .. , .• ·, ' . " '" LIMITS OF EXCAVATION' TOP OF SL9PE I ' " '· SEE SHEET 3 FOR EXISTING UTILITY TABLE 24+00 0 SEE SHEET 23 DRAINAGE PROFILES AND 24 FOR MISCELLANEOUS CONCRETE DETAILS NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL fSHEETl CITY OF CARLSBAD fSHillSl ~--~~--4-----------------------------~r----+----r----t----i~L_!!_j===1==~===E=N=G=IN=E=ER=I=NG==D=E=PA=R=ru==E=NT====~~===5~ IMPROVEMENT PLANS FOR: AGUA HEDIONDA CREEK PLAN AND PROFILE ST A 11 +00 TO STA 24+00 APPROVED: 'MLLIAM E. PLUMMER ~ 100-YEAR FLOODPLAIN IF THIS BAR DOES l ___ "_'"_'m_'_' ~~~;:f'~'"'"o:!:"'"'c~T_!!M"'AN~A~G~,o-,~~~:_:-__ •A_TE_• ~::::_--------j~~~:;-;:~-------------~f---t-----1~----------------f----f----f---f----J DEPUTY CITY ENGINEER PE: 28176 EXPIRES: 03/31/14 DATE -8 , _ ... ,-c: ... -........ NOT MEASURE 1" 1-REVIEWED BY: ~~~~~=~~=~~~~g:==lr~~~~ ~ _ . .,..,:-;·-THEN DRAWING IS HORIZONTAL 1"=40' JDWN BY: EAS PROJECT NO. I DRAWING NO. P.E. ----EXP. ---- /r_ NOT TO SCALE. SCALE DATE INITIAL DATE INillAL DATE INillAL CHKD BY: .=E,SM'-----3338 436-2A ;t_ __________________ .............................................................. ----~::::::::::~::::::::~::::::::::::::~::::::::::~:VIE:R:TI:C:A:L:::::1:"=:•:·::::::::::::~:IN:S:P:E:CT:O:R::::::::::::::::::::::D:A:TIE::::~E=NG:IN:E:E:R:O:F:~::K~:::::::R:E:V:IS:I:O:N::D:E:S:C:R:I:P:T:IO:N:::::::::::om::ER::~:P:RO:V:~~==c=ITY::A:PP:R:O -0 1L -0 ~ -w ~ .. n ~ ;: .. w / ~ -u m 0 ~ "-/ 0.: £ - 0 0 + ~ N;: ~1- U>tlj WI ZU) ...Jw IW oU> ~ ::?! 25 ····o·· 0 '' +. ' ~Co <(I": f-N . en C')·· • II J:C!l :Cu. 24+00 ;, ~~',:<;~ ' i· ........ ..... .... ..... ... .. .... .. .. \'" ........................ ; .. 25+00 . "'. ., ,,i ' DON . . .. ~ . . . .. J.. ........... '·· ' ······'········ .: ..................... ·······'····· . ~-· I ............................. , 100·YEAR WATER SURFACE ELEVATION . \ . .. . . ; ...... ··\ .... . .. ........ .. ...... ..' .. . .... ,. ........ ' . 45 ' ..... J .. ORIGINAL GROUND AT CENTERLINE ... ..... ) ..................................... . ' 26+00 MA TA "'DRIVE·· .•. """"i': ': 0 10 20 30 40 SCALE IN FEET .;: . \ ,A .J ... FINISHED GRADE . AT CENTERLINE .. , . . .... .. . .. . . ("" 27+00 ...... ,', ,: "'"' ... . . ... ). ·;·· ..... i .• ' ·r .. SCALE ,,,,,,,, .. +· ... ' ' ''' -··-·· . .l ... . .................... ··r .. ' ... ••\ .. ... ···\. 25 * CONTRACTOR TO FIELD VERIFY ALL UTILITIES 0 0 + ~(") <(T""" 1--1-- U)W ww z~ ...Jw IW OU> ~ ::?! . ....... <····· HORIZ: 1" = 40' . VERT:'T" ·: '4' . ... WARNING 0 1/2 I 28+00 C\ 0 -::z:;· ~ . ' 29+00 BROWN AND CALDWELL 9665 CHESAPEAKE DRIVE. SUITE 201 SAN DIEGO, CAUfORNIA 92123 (858) 5\4-8822 FAX (858) 5\4-8833 i 30+00 31+00 ~ .... "AS-BUILT" 32+00 33+00 34+00 f.· .. . ::. ' DON . RICARDO ..... .. :c.."" .•.•. . .. "' . " · .. ~ .. 't 35+00 LEGEND: Q SEE SHEET 3 FOR EXISTING UTILITY TABLE Q SEE SHEET 23 DRAINAGE PROFILES AND SHEET 24 FOR MISCELLANEOUS CONCRETE DETAILS {}RIVE NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL fSHEETl CITY OF CARLSBAD fSHEETsl ~---4----4------------------------------4-----+----r----+----~~~=2==~====E=N=G=IN=E=ER=I=NG==D=E=PA=R=T=M=E=NT====~~===5~ IMPROVEMENT PLANS FOR: AGUA HEDIONDA CREEK PLAN AND PROFILE STA 24+00 TO STA 35+00 APPROVED: WILLIAM E. PLUMMER IF THIS BAR DOES SUBMimD' DAm ----~ __ _:::~~~~~~~====~~~======~--~P;.E;·~~~~_:EX=P~·~=======---~D~A~T~E----·~====j=====~~==============================~====~====t=====t=====1 PRO.<CT MANAGER DEPUIY CIIY ENGINEER PE: 28178 EXPIRES: OJ/31/14 DATE NOT MEASURE 1" REVIEWED BY: ~~§y,=J~==lf==~~Tr~~==w~~~~ THEN DRAWING IS HORIZONTAL 1"•40' iDWN BY: EAS PROJECT NO. DRAWING NO. NOT TO SCALE. SCALE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -§'ES~Mc___ VERTICAL 1"•4' DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIIY APPROVAL RVWD BY: OG 3338 436•2A INSPECTOR ~L.------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 0 a: 0. 25 35+00 C"') fV I. ············· .... !5;: (/)/.J.j i.J.J!f ~ (/) ·~~ -.J :J:fjj !:!(/) ~ .. ' v • ·' 36+00 37+00 LIGHT RIP RAP PER CUTOFF 39+00 RAt~si'r·li:>N BEtWEEN LIGHT f<!AI•· Ar~u 4· TON RIP RAP HEI)IOINDA CRE EA~>EMENT LINE \ ' ··~~·::7...,.-:l. • .... EXISTING RSP ·MAYBE REUSED ' I . 40+00 BROWN AND CALDWELL WARNING 0 1/2 I 9665 CHE5.4PEAKE DRIVE, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 FAX (856) 514-8633 41+00 "AS· BUILT" 42+00 \ 35 25 43+00 * CONTRACTOR TO FIELD VERIFY ALL UTILITIES LEGEND: Q 0 SEE SHEET 3 FOR EXISTING UTILITY TABLE SEE SHEET 23 DRAINAGE PROFILES AND SHEET 24 FOR MISCELLANEOUS CONCRETE DETAILS NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL fSHilll CITY OF CARLSBAD fSHEUsl ~--~----~----------------------------~r----t----t----t----1;~====~====E=N=G=IN=E=E=RI=N=G=D=E=P=AR=ru==E=N=T====~~===5==~ 1----i----+------------------------------j[----j-----t----t----J IMPROVEMENT PLANS FOR: AGUA HEDIONDA CREEK PLAN AND ROFILE STA 35+00 TO STA 41+98.71 APPROVED: v.lll.IAM E. PLUMMER • ~ ~ ~ • :::> 0 <t w • >:: ~ "' ~ 0 N ~ 0 N 0 N M "' 0 ;!: / < ~ -0 ~ '= ............... r·· . ........ j .. 45 ... j. ! .......... I ' . ' ' .. ~- ' . 1 I I l l· j. .. i .................................. r· .. j .. ' ' ' . I · i I i ... ........... ~--.......................................................... . ! i ... I ! ···r . ..................... . . I l. l I . ! I ! 100rYEAR WATER SURFACE ELEVf'TION ! 1·· 8 1 1: ±~·-···-~--···-~·-·····==·······=·········-~·-=·······t··'· ====····=·········=········=~····· , ... ... .. .... ........ .......... .... ..... ..... ... . ...... .................. . ..... ····· .. r'···· . ................ , ...... ······r ·········· ... .... . .......................... j.... ....................... . ............. . I .··················l i ! 6 b ~ IT ~ 1.-·· . . . . . . . . . . i EXISTING GROUND I . I I ! li5 ~ p ~ ~ ~"-..... ....... At CENTERLINE i . I 1 G8 , \ 1 l Pu_ j................. . ................ ,-.. ' ··! j· ' j .. . ; _\-..,.;_~___./ 1''---~---~ .. ! CUTOFF WAL.L .. l. .l . ... ~- 45 0 0 + ..--.,..-1.{) <(..-- 1-1-ww .. !... ................ . .................................. I 35 .f ............................................................................. ( ! ............................ , ............... , .. .. I .. ··I I .... """"]""' l 35 w w zvs j .. II 00 or--qu:; or-- ..... 1/2TON. RIP RAP ! 'j?Z. ~ 0 \A,, .. b 0.3l4% I I 't"""oo ! .... "<( "<( c:e·. ' .............................. ····!·· f-f-N~ ·25·· .. j ..... {/) {/) "" ~- !==nil U:c{!)G \->~u_w ............ """"\ .. j . i i .. ... j . ! 0+00 1 1 ' . '· .. I 1+00 . r· 2+00 -f ... GABION DROP STRUCTURE ....... SE,DE!;\IL~ [··-~·················· . I . .. ........ .. j ... . i I . . ·j j"· ;.. I .. i" ..... """1 GABION DROP.ST~UCTURE i ................. )"""" . .. . ......... ~ """"1 .. ! ! .. I ................. l·· ........................................ .. . l· . I I 3+00 4+00 , ' -·c/··~ ... .,.....,..-··-"-""·--·-· ·t -·--·--·--·--·--·-.. y ·;'· • '.·.·· '~ ~ . ' .. . . ·;x:>.:• • WARNING g o·· 0 ·+ -r coo 0 . <( .• ,_r--(J)e = II ···1·· . I J ..... UC)·· 9w i ............ ····:· J: ·I· ..... l ....... J . , .. ! ... r "I .. .. ) ... ! SCALE .... j 1 .• HORI:Z:: 1."-40' I. I ................. J .... I .................... r I I VERT: 1" = 4' ·lj ...•.................•....... . .................. . I 5+00 6+00 ;: i' ·;:""' ~ .. ,. · .. ,, '"'::;~ < ''··. "-. BROWN AND CALDWELL .............. ""j"""""" ! I· 7+00 "<·-..~,~;<: '> .. I ---------------_ .•••.• ___ ---._------------1 I i ! j . i i i I r I····· i 8+00 "AS-BUlL T" i···. j .. I I 1"' : ... 1· ! ..... j. I l . i 1"" I I I ! I . ·--···r· I .. I . i l . ! • ................................ j""" i . 0 <::< .................. ······o· 0 ..... ± -· :::a <(q f-~ . .................. rn-·-- • II .. 8 {!) ~ -~. 9+00 10+00 . .. '., LAKE CALAVERA CREEK DRAiNAGE EASEMENT 'QEDICATED AND ACCEPTED ON PM 17985 , PROPOSED STAGING AREA · ·...._...._''"(( EXI~~i~G MASO~RYW~L~·,- . ' ' .. · · ...._ ...._ PROTECT IN PLACE . . . . I /~ ' < .... ~· . : .. EXISTING CUNG .,,.,_,.,~._E SHEET 23 . . . . . : ·-:::-: . . ·~ ' ; '· ' 25 _Jw IW ow ~ :2 * CONTRACTOR TO FIELD VERIFY ALL UTILITIES 11+00 ~ .. LEGEND: 0 NOTE: SEE SHEET 3 FOR EXISTING UTILITY TABLE SEE SHEET 23 DRAINAGE PROFILES AND SHEET 24 FOR MISCELLANEOUS CONCRETE DETAILS REGRADING OF CALAVERA CREEK CHANNEL BOTTOM BETWEEN GABIONS REQUIRED NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL fSiillTl CITY OF CARLSBAD fSHEETsl ~--+---+-----------------r---4---r--t---4 ~L_!i_J===4==~====E=N=G=IN=E~ER=I~NG==D=E=P=A=RT=M=E=N=T====~~===5~ IMPROVEMENT PLANS FOR: i a ~-- 9665 CHESAPEAKE DRIVE. SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 FAX (858) 514-8833 1/2 I 0 EXP. DATE CALAVERA CREEK PLAN AND PROFILE STA 0+00 TO STA 11 +00 APPROVED: 1'<1LLIAM E. PLUMMER ~ ~~ IF THIS BAR DOESI ____ '_"'_"_'m_o_'_-_:-_:-.;-,:'~P~R~o~x~c~r~~-~,~,~,~Offi~~~_:-_:-_:-_-_:-__ '_'m_· ___ --_-_-_-_-_~----~~~~~~-----------------------------j------i-----i-A\-----------------------------------l------t-----i------t-----1~D~E~P~U=TI~C=ITI~E;N~G=IN=E=ER~P=E=:=2=8~17~6~E~~~IR~E~S:~OJ=/=J=1/=1~4~D~A~~~~~~ • ~ 0 10 20 30 40 NOT MEASURE 1" 1-REVIEWED BY: rDWN BY: _,E"'A,_s__ PROJECT NO. DRAWING NO. :;: THEN DRAWING IS HORIZONTAL 1"•40' DATE INITIAL DA~ INITIAL DATE INillAL - .f scALE IN FEET NOT TO SCALE. SCALE VERTICAL 1"•4' ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITI APPROVAL ~~~ ~~; -"~s":"GM,___ 3338 436-2A j[_--------------------------------------------------------------------------------~::::::~~~~::::::~~~~~~~~~~~==~~~~~::::::::::::::::::~IN~S~P~E~C~TO~R~~~~~~~==~~~D~A~TE~~~~~~~~::::::~~~~~~~~~~======~========~==========~:::::::::::::::::::::::::::::::::: ~ > w ' w / Vl >-w w :c Vl ' N / c c "" w / > c: w ' ~ c: ·c. "0 m ~ c -0 ~ ~ u I ! I ,······················· ... ' ················ i .............. , ... . ·················,························· I ....... , .............................. . 0 0 + 1··························--·· .. ... ............ ········ rti 100-YEAR WATER SURFACE E:LEVATION ..-..-"<t ...-~~--wW w w 45 z;£ ...Jw IW ow ~ ::2: 11+00 •'' 1· · r .... .......... ' .... ''' ..................... ' .. '--··+' ................... .. ----····--! 12+00 13+00 .. j···················.···························· I ............................................. ! ......... , ............... , ! ..... . "I I ................... I. .. ..... I ... ..... . . I ' ....... ' ·' ............................. ' ............. • ...................... , . •········•·· • 1... • . , ....•.......•.............. ! . I .............. · ..................................... ! ...... ·················· ........ ·········! ' . ...... •!······· .... ,. .I .... ···············•· .............. I I -·-----------------------·······---~ s , I ·•··· ., ....... ,. -I::+ i5il··'·--·· • •••• 1 ....................................... , ................................. ,1_ + 11.. . .. Q) ro ... T"" • T"" • I .· .................................... .;( ~ .;{ ~ I 1--~ 1--C\i ............................................ 1 ····························b ~ ;n ~· 109-YEARWATERSURFACE ELEVtTION· ... , .............. !) f2 ~ tr • ............. · ........ ,jl ........ j ' ··' ........... ,. ' I .................................. , ..... , . ............ --... ·· ... i ~······· .......................... ! ...... -............. . ~o .,i <("! 1-a...... . . . .... I' (/) $. ..... = II I ····················------•--~·~C>-""w. .., ........ .... .. ... . .. -~ .. ----------------•-------.----- . ' ....... _ ..... ··, -1 100-YEAR WATER SVRFACE ELEVATION ~ r-: 1-························ ......... . ~., ....................................... --I····························· ~ N • '················!················ !·········· •• <£)· <(f'o-1--..,; .. (/)~ = lt·············. (.)C) PT.L 55 45 0 0 + ~<0 <(...- f--1--wW ww z;£ ...Jw IW ow ~ ::2: ········ .................... ! SCALE * CONliRACTOR TO FIELD VERIFY ALL Uif"IUTIES .. ~ .. .... ..... .... ' ,..... .. ' \ '1, 14+00 ' ' ',, ,, ' '' •' 15+00 ·,, :. '· ·--~' : ~ \ ' ' ' \ ' \ ' ' ' ' ' ' '' . j ' '•, \ ', ,, ' ' ., . ', ' . . .· ''· -.. ' LAKE CALAVERA «;B~EK DRA\NAGE ~SEMENy DEDICATED AND AC~EPT,ED ON ,PM 17985 .~ .. / "•' ... -------------.-y-- \ ' ' ' 16+00 \ ' ' ,, \ \ ' ·-.., :. \ BROWN HORIZ: 1" = 40' . VERT: t"· = 4' .......... . I I 17+00 AND CALDWELL SUITE 201 92123 18+00 19+00 "AS-BUll T" '' .... ..... .... . .............. .. 20+00 21+00 22+00 ' ' / 23+00 LEGEND: Ll SEE SHEET 3 FOR EXISTING UTILITY TABLE Q SEE SHEET 23 DRAINAGE PROFILES SHEET 24 FOR MISCELLANEOUS CONCRETE DETAILS NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL fSHEEll CITY OF CARLSBAD fSHEETsl ~----~--~------------------------------r----t----t----i----i~~===5~~====EN=G=IN=E=E=R=IN=G=D=E=P=A=RT=M=E=N=T====~~====5=; IMPROVEMENT PLANS FOR: 0 WARNING 1/2 1 514-883J CALAVERA CREEK PLAN AND PROFILE STA 11 +00 TO STA 23+00 APPROVED: ~LUAM E. PLUMMER I 8 ~-~ ~~ IF THIS BAR DOES~---'"_'"_'m __ '' __ --~,,~,~~c~r!"'~"~''~ffi~-----'-'_~_-:::::==----~~;,;~~~--------------------------~------t-----~~--------------------------------l------r----i------r----1 ~D;E;P;UlY~C;I=lY~EN~G=IN=E=E~R~P=E:==2=81~7~6~EXP~IR~E=S=: ;O=J/=3=1/=1~4~D;A~~~~~ DATE EXP. -f: o 10 zo 30 40 NOT MEASURE 1" REVIEWED BY: OWN BY: _.E,A~s___ PROJECT NO. DRAWING NO. m THEN DRAWING IS HORIZONTAL 1"=40' 1 ~ SCALE IN FEET NOT TO SCALE. SCALE CHKD BY: ~ES"!'M~_ 3338 436-2A ~l----------------------------------------------------------------------------~::::::~~~~::::~~~==~~~~====~====~~~~====~::::::::::~~~~~~~~~~~~~~~~~~~~~~~~====~R~E~V~IS~I~O~N~D~ES~C~R~I~P~T~IO:N::::::::~o:m:E:R:A:PP:RO:V:AL~=C=IlY::~:P:R:OV:A:L~R:V:WD:::BY ~ VERTICAL 1" = •· INSPECTOR DATE . M -~ 0 ;'!: / < !=! -0 ~ ~ u ~ ro ~ ~ 0 0 + ~1.0 <(.- 1-1-rnw ww zV5 _Jw IW ()(f) !< 2 23+00 0 0 + ("') NLO <(.- J-1-rnw ww zV5 _Jw IW ()(f) !< 2 ,;" ' .. <·· 24+00 25+00 ... ... "' '__.~ .. \ · ... •• '~ <. .............. .' ............................ J .................................. ·:· ................ . i. I li.· ........................... : ......................... ,...... .................. I. 1 00-YEAR W(';TER SURFACE; ELEVATION . ! . I .................................................................................................................. ·.·····••··················••····· .. ·.·······!···························· I ··········_~j·~-······~-··~=·····~=···=···===t~==••-===·~••·••~=·~·~·••••~·~·~ .. ~.~J~~···~==~····~~-===~-~~~~~~~~~~ I I I I 55 .......... ... ..... .... ..... ... .............. ·j·· . ! .. ]········ ............... . .. . .J ~~~ --.. · .. ... . .... EXISTING GROUNd ; ... ··················•·· ········ I .......................... ! ·1 .. \ .................... ·····.········· .......... , , ..... . i 26+00 . ·\ ' .. '.. \ ' . \ ·····,\.~ ..................... \"4:r::~ < .... ~ ,, ~ '.' l ' ',•' Jc'' I · · ...... AT CENTERLINE! I. . ... 1· ...... ........ .I 27+00 28+00 .. .. / / '.. \ ' ................. l ... · ... · .............. ·.· .......................... · .............. ,. • J ......... . SCALE HORIZ: 1" -40' VERT: 1" = 4' 29+00 30+00 .... BROWN AND CALDWELL WARNING 0 1/2 1 9665 CHESAPEAKE DRIVE. SUITE 201 SAN DIEGO. CAUFORNIA 92123 (858) 514-8822 FAX (858) 514-8833 ·········· ··········•····· .................. ] . ' 31+00 DON LOH£NZO .... .. ( "AS-BUILT" . .... . ·. .. . . . . II ....... .. . . ... . . . . ...... . . . .... I .. .. : .. . . ... 32+00 33+00 45 * CONTRACTOR TO FIELD VERIFY ALL UTILITIES 34+00 LEGEND: lJ SEE SHEET 3 FOR EXISTING UTILITY TABLE NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL fSiillTl CITY OF CARLSBAD fSHlliSl l---__.j,--------+----------------1---t--t-----t--j ~ ENGINEERING DEPARTMENT ~ ~~============~==~ IMPROVEMENT PLANS FOR: CALAVERA CREEK PLAN AND PROFILE STA 23+00 TO STA 34+00 APPROVED: WILLIAM E. PLUMMER ~ IF THIS BAR DOES L----='u:'":'"'~''~==~~PR§o!JE~cr~•~~~,~~~,======~'-'_m_·~::::::: ____ -f~~~~~~-------------------------------t-------t-----1~~-------------------------------------r------t-----~~-----~~----1 ~D;E;P;U=TY~C;I=TY=;E;N=G=IN=E=ER~P=8=·=2=8=1~76~;E~XP~I~R~ES~:~O=J/=3=1=/~14~~D~A~TE~~~~ ~ o 10 20 >o •o NOT MEASURE 1" REV1EWED BY: DWN BY: _,E"'A,_s__ PROJECT NO. DRAWING NO. :0 THEN DRAWING IS HORIZONTAL 1"=40' DATE INillAL DATE INITIAL DATE INITIAL CHKD BY: .:cESO"M,______ DATE P.E. -----EKP. 0 SCALE IN FEET NOT TO SCALE. SCALE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: OG 3338 436·2A ~l. .............. .-------------------------------------------------------~~~~------!:::::::~~~;;::::::~~;;~~;;;;~~::~;;::::~~VE~R~TI~C~A~L:::::':"=:4:'::::::::::::~~IN~S~P~EC~T~O~R~~~~~~~~~~~D~A~nE~~~======~~~::::::~~~~~~~~~~::::::~::::::::::~==========~::::::::::::::::::::::::::::::::::::::::::~ ! .... _ ............ . .. .. , ' ... . ·•. 50+50 .. .... , .; . ··; . .. -~ ... j -~ < l -····~··a· ·--: _ .............................. __ ............... . '. "'$. .l • <Xl 0 ..... '. :<":"" 0 '<( + ·tii ... l. • .. ( . ·'·····j···T .. .! .... , .. ! .... , .......... , ... . .. l. ·l . '·· .. r· . .. !.. ! .l .. ; ! "1. .. ~ . _;...l. b-'--f-t-'!c·-f·· ! · · i· <········.···. I·······" ' "::6 · ..... ' ...... , N 'l? "' "' . ' {·· ~ .. ~-.. C{) .;·;··· < ' "' .. .. ) • ' .. !. ... > ..... ,. .... I 301 ~ .. , '-..!..~--------·· ...... ·--~ ........... -.................. _ ....................... ----·-'-.. -·'••• ..... _ ......... ____ , ____ ......... --------· ·-· ---------·---·-.. 51+00 51+50 52+00 .. ~··. '~··' . ... ··"-~'·<. , .. '· ~~~ ··•·· :_:;....;, ~--· . . ..... ·, 52+50 53+00 ..... -~. ::... .. '~ ' , . • ~ -· + g ... ;.-~ ........... ;.. ···-{ ...... __ ,_ ........... . ... J.. ! 1 ·:EXISTING PVC , SEWER LINE ... ..... ... . .. '· ......... r. . ,. ... t "1. .l.. ·;· , , • 1 ·r EXJSTJNG MASON~Y TO BE REMQV!i'D i • ) 1 . .. ,. . . ..... f-····t ... ... < .. ' ... ' < •• ""i • .................. ' ... •""·----------'--''--'-~-----··->...-..-:----··---· ............ .. ~'' .( ~ : . . • .. ... ~ ... 1" ····l··· .;. . . . . ·r-----+--·· .. ········1···~·· ... ········ ·• ! ... , ... "]" 1.11 .. ~.4~ l . ..., ... <·· • !· r· 1 ! .J.. ~ . • ' .... ' ............. ; .. . ~- ,. ~ . .. . ~-· .... ' .. . l .... . . .... . ·l ' '--FIN I SHED GRADE i . l. .. .. , .t ......................... , ................. t ...... t .. ·-·~-----·'"··· ; .. .. ___ .... .! .......... . ' . ' __ , __ . ____ : __ :.._ ___ ~~---'------'--··-~--'--'-----·-- ..... ····· .... PROPOSED AC -, VEHICLE TURNOUT --~,·__ .L....-----------· ~ 0 ~ ~ 0 -d ~ ~ ~ ~ ----- '· ... •• ~;~ : < .. <. -- .. . . ; . .;;;..:- ~-. ~-.•. ',· . .. .. . LIMITS OF EXCAVATION . TOP OF SLOPE -----------. --- .. J.IMIJS OF !=.J(CAVATION TOE OF SLOPE . . ·,. EXISTINGAC -- .. '· - ------------ .... ·' -------;-:""---r -----:--·:......-----------/ :, AGUA HEDIONDA CREEK . _---. ''l· DRAINAGI; ~SEMENI.DJ:DleAIEiS AND ACCEPif:D-eN'PM 17985 --. ---- . ·. 18+00 . ~ .. . ~ ... - ·· .... . PROPOSED'RSP. SEE DETAil . ... THIS SHEET., . . . WARNING 0 1/2 1 4 PROPOSED RSP SEE DETAIL THIS SHEET .. " , .... ., : .. ·· }. ... .... : .. BROWN AND CALDWELL 9665 CHESAPEAKE DRI\IE, SUITE 201 SAN DIEGO, CAUFORNIA. 92123 (858) 514-8822 FAX (858) 514-8833 .\' EXISTINGAC .,,, ........ . '•• _..,.<,~·· .. ,, . . ' .. •· ·" ' • ,c' "AS-BUILT" ---- NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1----+-+-----------l----+-+---+---1 fSHEET17 CITY 0 F CARLSBAD fSHEETS15 L.22__j ENGINEERING DEPARTMENT ~ ~I~MP=R=O~VE~M=E~NT~P~LAN==S==F=O=R=: ============~====~ MAINTENANCE ROAD PLAN AND PROFILE STA 50+50 TO 52+50 APPROVED: WILUAM E. PLUMMER ~ P.E. ____ _ ~ IF THIS BAR DOES ~-----~-'_"'_""_'_':~~~~~~~~~~~~~C~~~~~---''_m_·:~~~~~~~-----{~~~~~;,;.~------------------------------~~-----f----~~~-------------------------------------f------f-----~------}-----~ "' PROJECT MANAGER DEPUTY CITY ENGINEER PE: 28176 EXPIRES: 03/31/14 DATE ti o 5 1o 15 20 NOT MEASURE 1" REVIEWED BY: ~~yf~~=lf==~~jfc~~===m~~~~~ ·;;-SCALEINFEET Tl-1EN DRAWING IS HORIZONTAL 1"=20' iDWN BY: EAS PROJECT NO. DRAWING NO. DATE EXP. ~ NOT TO SCALE. SCALE DATE INillAL DATE INillAL DATE INillAL CHKD BY: -':E":'SM,.___ 3338 436-2A il_ ____________________________________________________________________________________ ~::::::::::::::::::::~::::::::::::::::::::::::::~:VE:R:TI::CA:L:::::A:s:s:HO:WN::::::::::::::IN:S:P:E:C:TO:R::::::::::::::::::::::D:A:TE::::::E:N:GI:NE:ffi::~::WO::R~K~::::::R:E:V:IS:I:O:N::D:E:S:C:R::IP:T:IO::N::::::::~Olli::ffi::AP:P:R:OV:A:L~=C=ITY::A: i >. '---·-~·--·· .... ~ ~ ro -' > ~ ~ 1! c u:: ~ ~ ~ => 0 <( u 0 a: "-z <( -' "-' ~ ~I v; 0 ~ - -' > u ' u / V> >-w w :>:: V> ' N / 0 0 <( u / > c w ' o< c '6> ~ w ~ 0 Ol c c ro .<: u ro ~ c 0 '5 ~ :>:: ro ~ o< <( ' ~ "' 0 ~ -/ <( u ~ 0 > ~ G ~ ro ~ ~ -.:: .; ... ~-···· ·······-······~: -:::8:::-3.""6-:::o:t-+--r· ·······• . . FJNISHtDhRADE Jl!T CENTERLINE! ---------------·-----·----·----··------~--~ ....... . 10+00 10+50 ";_ ( ..... i .. l .... . ! . ~ ......... j" • .l. . .. , .. ·'··· ... ·j _,. . ... , . i .... '··· ! '· ... j·· ... ;. . . . } . ' ' .. <· ... 1.. ' _,_ } . 11+00 >E~~ENIT DEDICATED' AND ACCEPTED ON PM 17985 --- ~AqONRY Y.V 'l\i-1-'· ... .. •. r ---. .. .. 'HORI : 1:• = 20'' 'VER 1'~ = 4' 11+50 -;:_;..:.~ ----,·· .... .. .. .i . ;" , .... ............... ; .. ... ·t. "T" ... .. ~--· l ... .. --~ .......... ; .. . l i ... ·1 ... ····' ............ r·· . ·--~ .. ··'() •> .. . .......... "( . .... ' 0..-· ...... ; .. . ..... , ... •• •• • •· 1· · r· ···;···. ·'·· i ·l .... '. coNCRETE· ENCASEMENT FO PIPE f!RdTECTlOI't. c ' , ' ' ... 1 ······'· .... ; • ..! ····'········· .. ··' .. ! ..... {·· I . r. . . ! ... ) .. t ......... ;. ! ' .. ' .. ;.. . t" :··. j· .... l·· -~ .................. "1"" T ..... ,.. . ... , .. . . ... .J. • . ... + .. ... j ·· ···l ·· · ··' ··· ·· r· ... ~-.. .. r· . '"""l •• •••• •• •• • •• •••• .. > ••• ···+ . ... ' ......... ··-··· . ..... i . l· ············-r-'""1"" . !··N wr ~z, "1"(!):::i)"" ....... .... ... , . ~ 0::: ·r· I-k!,l ' w.:;:: . X UJ' '.UJ(Oi ....... .! ....... -----·------................... ' .................. .' ....... -............... ___ ._ ..... . I I" ' ' ' ' . . ••• 1. . .. L-----·----'~ ....... ·--·--~-......... . -~-~-,. •...... y .............. .. ' .; . . """) .. :· . ........ ---------------···', .. . ·;·· ' ......... --~ .. .[ . . .. ;. . ··t .. .... ·r .. ··-t .. • .. \" .. '· ........ ··'· . ...... ,. ' ! ' ' I ___ ...................................... r~---........... r ... ···+-+--+-r-~-.................... 1' ..... -o--+--r-+--r-+-,-+-__,_..__-·-----···----.. -·-·+·--..---~-+---, .... ~. . !. ' .). y ••• 1- ·;-··j ····' ""'" ·, .. i • .. ··l· . ~--· ' .................... ( .. ______ . __ , __ , __ . ' . .............. • ................... ··-------------...................................................... , ....... ---------------.............. ___ ............ . 12+00 12+50 13+00 13+50 14+00 --- MA&ONRY WALL . ' . ... . "' EXISTINGAP . ' . .--~~~ CENTERLINE OF PROPOSED ENJ\NC:E ACCESS ROAD .. . . ... ,_. .. -"· A L ..... -,, SWING GAT!;, . SHEET25 END WORK "W' STA 13+91.92 = 35.3' LT"CC"STA 1+41.40 EG = (43.16') TO EXISTING MASONRY WALL z~ ::;:::;: UJUJ ((.)(/) a:: a:: ::::l::::l 00 t)t) ~ (!) #4BAR <· GROUND SURFACE 18+00 I~ViffiON~t-1"-'r"-'--'-.r....:_~~-t---~~~~~~~sARs, WARNING 0 1/2 I , __ .. • •o • ---:.' BROWN AND CALDWELL 9665 CHESAPEAKE DRIY£, SUilE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 FAX (858) 514-8833 /-':......:. . -' _;,:--7 I ":'0 1 I ['1,-') "AS-BUILT' • ... r=·====~=~~~~-#4 BAR@ 12 _gj FOOTING STEP DETAIL 1 NOT TO SCALE 3" '--·ALTERNATE PLACEMENT OF HOOKS 2'-0" SPREAD FOOTING DETAIL NOT TO SCALE TOTAL OF 3 #4 BAR @ 16 NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1---+-+------------+----+--+---+--t fSHllil8 CITY OF CARLSBAD fSHEETsl5 :=~==~===E=N=GI:'::N:':EE=R=IN=G=D=E=P=AR=T=M=E=N=T===-=~==::; IMPROVEMENT PLANS FOR: MASONRY WALL PLAN & PROFILE STA 10+00 TO STA 13.91.92 APPROVED: WILLIAM E. PLUMMER DATE ~ ~ P.E. ~ IF THIS BAR DOES~----'-"_''_'rnm __ . ____ ,_~~~~~-------o-A_m_·-------------t~~~;;~~----------------1------+----~-._--------------------------------------+------f-----~------~----~ PROXCT MAN"'" DEPU1Y CI1Y ENGINEER PE: 28176 EXPIRES: 03/31/14 DATE 1;: o 5 1o 15 2o NOT MEASURE 1" REVIEWED BY: ~~~r:=~c==u==~i£~~~==w~~~~61 :0 SCALE IN FEET THEN DRAWING IS HORIZONTAL AS SHOWN I OWN BY: EAS PROJECT NO. DRAWING NO. "' NOT TO SCALE. SCALE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -"'ES""M,____ 3338 436_2A 0: VERllCAL AS SHOWN ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 01Y APPROVAL RVWD BY: OG ~L.--------------------------------------------------------------------------~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::IN:S:P:E:C:TO:R::::::::::::::::::::DA:IT::::::::::::::::::::::::::::::::::::::::::::::~:::::::::::::::::: 0 N •............................•................................•.. : .... 1yu· (1:)\fl.VVAI __ t: __ t( Sl .......... tllc•I'J' •. ....................... +··············· ··········s '"T~ __ ,:.A,. 1'1+5oFG :·········· \······ .. ························ ........................ . ................ ,······ ..... . .. = .. 4,00" .. J .. ........ .. ........ .. ......... J .. .. ............. ····:······ \• ······························•····························l:cc~""'"""'---..... .. .... , . :..:::.--i····· . ....... , .. _..:.._ I .... f?~-n" 'TY.I. .. . .. CALAVERA CREEK GABION PROFILE @ STA 1+50 SCALE: 1" = 1 0'-0" DETAIL SCALE AS SHOWN \..... - ..................... ,.................................. ........... . ........................ ·······························.•. ············.······ ............ .. loa-· vw t;:t(sURI ........ ELg\(A"t Jci; ' ........... ,.................................................... .. s-A2+o3 : ........................ 1 .......................... , .............................. • ... FCi =: .. 1." _liD' \ • ...... -.... ..... -;~ :._.:;;: .. .............. ........ ... ...... ......... ..... . ........... \ ............. , .................................................. ---/ ~T ~~nn ~~~-----~-.. il6il' __ ............................................................................ . 01o ''"VV ...................... . FG=34 .. 00' ...... ~ .. ~ ..... __ .... __ .. ~--:--·~~~f±~~~--=~J: ~··································: • .................................... · .. · ...................... ·.· .. · .. · ................. · .. · .... ··.·.···· .·•· J12~~: 1····· ···•··••·· .. ·· ...................... ·.············•···· ,• .. ····•········•·········•·• .. ·· ........... : ....... ••.•• ....... I,' .. CALAVERA CREEK GABION PROFILE@ STA 2+03 SCALE: 1" = 10'-0" / STA 1+50 FG 3'-0" 3400 ~)--------------,--. STA 1+47 FL = 32.50' STA 2+03 FG-35.50' STA2+00 FL = 34.00' / 6' 0" SECTION DIAPHRAGM AT3' CENTER SCALE: 1"-1'-0" / . .......... . 6' 0" 3'-0 .. DIAPHRAGM AT 3' CENTER -~ a ' "' /~B' SECTION ' 2 DETAIL 2 SCALE: 1" = 1'-0" ... ·-··-·---. '. "" ................................... . ~ ~ ............................................................. : ................................................................... . 100-YEAR WATER SURFACE ELEVATIO]_ STA 18+80 ~~-FG = 42.78' · · · --~ ~ ·c;;;;· . ··=· . ·=···· ... . .... . . .. . . .;.;,· . :;,;,;;;:;,;,; ........................... ! ......................................... :···············-······ ............................................ ?'.~--' : ....... . ~i~~:·,'; :-1 ;'~, 1~~J-~-r1r=~~ - OO••OO'•'' 00 •••• 0 0 O•OO••O•oOOo•O 0 ••• '''''''' 0 ,.... 0 n ~; 0 1~·~·· : ~~ I ······:J···· CALAVERA CREEK GABION PROFILE@ STA 18+80 SCALE: 1" = 10'-0" , .... , ........ , ......................... ,., .................................... , .. -.. -------------------------------.-------------- ····· ............... f6b:YEARWATER sURI'"AcE ELEvAi'iOiiJ . i I ... ....... ....... i:itr:A. ?i ±9~ j4T .•••..•.•. ...................... . ...................... ········ .......................... . ,_ ____ ...... FQ.,44.28' . ""'/" ==-'--.. ·· -~==~ .. · : ..................................... '(~ .. ~....... . , j• . . ... ...... .... .. ... .... ... . .. ·'""~ ' ............................. : ............................... L ./. ... . -.... .... .. .. / STA Z~:~;:~~ ..~"" ...... _ .. __ ,··~~~ = _I•···_·_·. __,_,.·····;.,/,.;.+=···--, FL= 42:78' .. ......................................... b..===......L=~~=...L.=;.....=........J .. .. .. .. .. . .. .. .. . .. .. . ..1, 12·,o·· ·I : ............................ :-···· ......................... -·-·----: ----·---- ................................................................................................ :J CALAVERA CREEK GABION PROFILE@ STA 21+05.34 SCALE: 1" = 1 0'-0" DETAIL SCALE AS SHOWN DETAIL 3'-0" STA 18+80 FG-42.78' ~ ~-------------------; STA 18+77 / FL-41.28' 4' '-J 5 v 6' 0" ......... SECTION DIAPHRAGM AT3' CENTER SCALE: 1" - 1 '-0" STA 21 +05.34 fG ··"'· 44.28' STA 21 +02.34 FL-42.78' 3'-0 01 ~-------------1 DIAPHRAGM AT3'CENTER SECTION SCALE AS SHOWN "'\.. -../ SCALE: 1" -1'-0" -/ -~ a ' "' 1o _, ~ a ' "' ~ SCALE AS SHOWN \. -/ \...::_../ ~~----------------------------------~'~/~-----------------------------~r--------------------------------------------------------------------~ Vl z 0 ;:: u w Vl X 0 N u M u; 0 _. ~ -' > u I '-J 10~Y<'AR WATER SURFACEELEVA OION I ... . STA 2+53 ........... .. .. FG-3700' ........ :..:..:....:,_;.;;o>------·- ....................... -~-...:,...---.. .. . ... .. .............................................. ,_ / ---~ " '" "" --~" ........... ----' --------.- . -.... ---"'"""''"" "" ''' "" --~--.....:-:·· .. -----· ----.---------'" -'""" --_:..r-~-- STA 2+50 FL ~ 35.50: .. .. .. .. ............................. .. ---"/-""'',0' 1 ' WH .-.-0 .......... ........ ..,==-=-+-"'-···.,._·· ........................ ,...12"'· .. ·:""'o .. ·· .. ,;,.r ..................... ~--~ .. =··· = ..... = .... ·=··· ......... =........-' ...... ...... .... : 1--=· ~'!=--t-. ....... ....... CALAVERA CREEK GABION PROFILE@ STA 2+53 SCALE: 1" = 10'-0" .......................... ··· .. ···· ................ ................. 3'-0" STA 2+53 FG-3700' ~ l ~----================-i----. STA2+50 FL-35.50' v 6' 0" DIAPHRAGM AT 3' CENTER .............. . 9 .. "' .................................... .................................. )...... . .... .... .. • ....................... ······! !.. ................................ ' ....... .... ... ... : ... :~~~~~41{~::)1 ··t········· .............. , ... ........ ........ : ......... :: .................... . ""'_·c:.._ = :._ _;:_' .. .. • ................................................................ !; ----------- . '\:..:..:....: .. . .. .... .... . ............... / ........... .. .. ~ """ . .. .. . . /~ : .. STJ..\21+91.11 ; ....... ~1§,:_ ::_ .............. :;,L .. . ....... ' .............................. .. FL oi'44.28' ........__ ... __.,._ ... _ ........ -···--·····-7-· ...... _.... .._ ...... _,_ .... _ ....... --' • ........ , .. .. .. . ·t2'cQ" .. ··t·· 61co••.. 6'-0'' _J CALAVERA CREEK GABION PROFILE@ STA 21+94.11 SCALE: 1" = 10'-0" ............ ... . ... . '"" """"" .... .... DETAIL SCALE AS SHOWN STA 21 +94 .. 11 FG-45.78' ...... STA21 +91. 11 Fl / 6' 0" 3'-0" DIAPHRAGM AT3' CENTER .. .......... .. ...... .. a ' (<) /___..F' SECTION ' ~sc~A-;:-;LE-:,.:: -,=;;1 .. -::-:_:.,-,1'-""o"-+-\..--'_-../-i NOT FOR CONSTRUCTION -DRAFT 100% SUBMITTAL DETAIL /c~ ~ ~LEM~~~~··--------------~-~-?Tl_:I_8_~_.1'-~-~---·~-"--T" __ ··--------------------~------~--------------------------~-+-+-------------+-4-4-~-~~~~~~~~m~ '\..::7 B R 0 w N AND c A L D w E L L "AS -BUlL T" '(ROfESS/~ ..., Jft , c. MOso, e\ ~ ~~ ~~ ~ ~ ~ ~ ~ No. 62014 ~ WARNING 0 1/2 1 9665 CHESAPEAKE DR!\£, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 rAX (858) 514-8833 DAIT CALAVERA CREEK GABION CROSS-SECTIONS APPROVED: WILLIAM E. PLUMMER u SUBMITTED:----;;=~=---DATE'---P.E. ---EXP. ---- -;;; i< Exp * IF THIS BAR DOES 1------,-.!''~oJ~ECT~M~AN~AG~ER---------t~;;;;;;;,:;-~:-----------i----I--+:.;--------------...J---I--+----+--I DEPUlY CllY ENGINEER PE: 28176 EXPIRES: 03/31/14 DATE ti ">.~ /.;"<" NOT MEASURE 1'" REVIEWED BY: II\ ~~~~~~~=~~~~=::::;~~~::::;::~ -~ i'~ C/VI~'l-~ THEN DRAWING IS HORIZONTAL ASSHOWN fDWN BY: ~E=AS~-1 PROJECT NO. I DRAWING NO .. ~ OF C.'.ll~ NOT TO SCALE. SCALE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -':'ES":"'M-- iL_ ________________________________________________________________________ ::::::::::::::::::::::::::::::::~:::::::::::V:E:RTI:C:A:L::::A:S:SH:O:WN::::::::~~IN:S:P:E:CT:O:R::::::::::::::::::D:A:IT::::~E=N=GI:NE:ER::~:~::RK~::::::RE:V:I:S:IQ:N::D:E:SC:R:I:P:TI:Q:N:::::::::O~:E:R:A:PP:RO:V:AL:::C:IlY::~:P:RO:V:AL~=R=VWD:::B:Y::O:G :z 0 <;; <( "' ' N w I (!:! ~ 0 ... ~ iu " .. ~ .'!! u:: / TWISTED MESH WIRE CONTINUOUS TIE , , , , WIRE TO NEXT '\,,_,-,,_,...,,..<, , "" SINGLE HALF HITCH. '" "" '""' ' 4" NOMINAL SPACING 4" NOMINAL SPACING CONTINUOUS TIE WIRE TO NEXT DOUBLE HALF HITCH, TERMINAL ENDS TO BE TIED OFF AND CLIPPED. STANDARD TIE WIRE DETAIL ALTERNATING SINGLE AND DOUBLE HALF HITCHES (LOCKED LOOPS) (SEE NOTE 2) = l===i l====ll===i I====II===H==== = I ;::::,. 1=-. = F=== l====i I=== 1==:::=11===11=== I= = l===ll====l F=== l====liF===11===1 F'=== SPIRAL BINDER LACING CRIMPED END 3" _ 3.3" (OF JOINT L.5" 77~ 9 GAGES CRIMPED END OF JOINT J STANDARD SPIRAL BINDER (SEE NOTE 2) 1.25" WIRE DIAMETER 0.12" BEFORE CLOSURE AFTER CLOSURE NOTES: 1. A JOINT CONNECTION MUST BE MADE WHERE ANY PANEL EDGE MEETS ANOTHER PANEL. THIS INCLUDES ADJACENT GAB ION BASKETS, INDIVIDUAL PANELS WITHIN A BASKET, DIAPHRAGM EDGES, ETC. 2. STANDARD TIE WIRE MAY BE USED AS A JOINT CONNECTOR FOR EITHER TWISTED OR WELDED MESH. SPIRAL BINDER IS TO BE USED WITH WELDED MESH ONLY. INTERLOCKING FASTENER 3. WHEN ALTERNATIVE GAB ION JOINT MATERIAL FASTENERS ARE USED, ONE FASTENER MUST BE INSTALLED IN EACH MESH OPENING (10 FASTENERS MINIMUM PER METER). MESH OPENINGS ARE COUNTED ALONG ONE OF THE PANELS AT THE JOINT. 0.75" NOMINAL 1" OVERLAP 4. WHEN ALTERNATIVE GABION JOINT MATERIAL FASTENERS ARE NOT CAPABLE OF ENCLOSING ALL WIRES ALONG A JOINT, ESPECIALLY AT BASKET-TO-BASKET JOINTS, EITHER STANDARD TIE WIRE OR SPIRAL BINDER, AS APPLICABLE, MUST BE USED. WIRE DIAMETER 0.12" BEFORE CLOSURE AFTER CLOSURE OVERLAPPING FASTENER ALTERNATIVE GABION JOINT MATERIAL FASTENERS (FASTENER DIMENSIONS NOMINAL) (SEE NOTES 3 AND 4) ~PANEL $1 c-~-----~CD _jB BACK PANEL ri 1 ~ 0 ~57--!Q~DgiAPPHRAG~ ~ I ~ ~D ~~ 'r-6< (~END PANEL 'B' BASE FA~y ® PANEL 'A' L__w_CD----f.L-~ 1/ 12) kD W ~ ~R00ANEL~ TO ASSEMBLE TRANSITIONAL GABION BASKET: STEP CD CUT MESH ALONG JOINT BETWEEN FRONT PANEL AND BASE PANEL. STEP ® UNFASTEN END PANEL 'A' FROM BASE PANEL AND ROTATE END PANEL 'A'. FASTEN END PANEL PANEL 'A' TO BACK PANEL. STEP 0 FOLD THE CUT PORTION OF THE BASE PANEL INTO UPRIGHT POSITION ALONG DIAGONAL FROM THE DIAPHRAGM TO THE CORNER OF THE BACK PANEL. STEP 0 FOLD THE BACK PANEL, FRONT PANEL AND END PANEL 'B' INTO UPRIGHT POSITIONS. FASTEN END PANEL 'B' TO THE BACK PANEL AND THE FRONT PANEL. STEP® ROTATE END PANEL 'A' AND THE CUT PORTION OF THE FRONT PANEL INWARD AGAINST THE UPTURNED PORTION OF THE BASE PANEL. FASTEN ALONG THE OVERLAPPED PORTION OF THE FRONT PANEL AND END PANEL 'A'. FASTEN THE OVERLAPPED PORTION OF THE FRONT PANEL AND END PANEL 'A' TO THE FOLDED UPRIGHT PORTION OF THE BASE PANEL ALONG THE DIAGONAL (DESCRIBED IN STEP 3) . STEP@ FILL THE TRANSITIONAL GABION BASKET WITH ROCK AS PER SPECIFICATIONS. 7 I I DIAPHRAGM END PANEL 'A' FLAT LAYOUT OF GABION BASKET STEP (j) CLOSE LID AND FOLD OVER CORNER OF LID PANEL. FASTEN ALONG LID PANEL EDGES. ASSEMBLED TRANSITIONAL GABION BASKET TRANSITIONAL GABION BASKET (FOR 6 FT, 9 FT OR 12 FT GABION) NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1---+----l-------------l----i---1---l-----1 ~ CI~JciNg~NG ~b~~~N~AD w r-------------------r-----------,-----------------~~~~~-=-----,-------------------------------f----~---4-----------------------------+----+---~----~--~ IMPROVEMENT PUNS FOR B R 0 w N AND c A L D w E L L "AS-BUlL T" ~\'.OtESSt~ ~ ~ \ <:, MOSO( ~' ~ ~~ ~·~ ~ ~ ~ ;: ' . .. ii' No. 62014 :;;) WARNING 0 1/2 1 9665 CHESAPEAKE DRl\£, SUilE 201 SAN DIEGO, CAUFORNIA. 92123 (858) 514--8822 fAX (858) 514-883.3 GABION STRUCTURE DETAILS 1 APPROVED: WILLIAM E. PLUMMER DArr LJ SUBMITTED: -----;;;;;;-;;;:;-,=:;;;-----DATE: ---P.E. ---EXP. ------- -;;; i' Exp. 1,. IF THIS BAR DOES 1-----------,-.!;":::;oJE~cc.!r M~AN~"~"-------------------t-;:;;:;-;;;:;-;;;:;:::~:----------------------1------l----+-.-----------------------------+-------l----+------l-----l _ , DEPUTY CITY ENGINEER PE: 26175 EXPIRES: OJ/31/14 DATE .!!!, "'-:1-C \-~-.; NOT MEASURE 1 REVIEWED BY: If\ ~mW:~~~~r=~~Tr~~=i(rgg~~~ ~ OF' Chl I~ NOT TO SCALE. SCALE DATE INITIAL DATE IN111AL DATE INI11AL CHKD BY: -"'ESOJY!M_ • . ~ lf-lVI %'ft! THEN DRAWING IS HORIZONTAL NO SCALE IDWN BY: EAS I PROJECT NO I DRAWING NO ~L_ ________________________________________________________________________ ::::::::::::::::::::~::::::::::~:::::::::::V:E:RTI:C:A:L::::":o:sc:A:LE::::::::~~I=NS:P:E:CT:O:R::::::::::::::::::D:A:rr::::~EN:GI:NE:ER::OF:~::K~::::::RE:V:I:S:IO:N::D:E:SC:R:I:P:TI:O:N::::::~:O~:E:R:A:PP:RO:V:AL~=C=ITY::AP:P:RO:V:AL~=R=VW:D::B:Y::o:G::3:3:38~====~-~=43~6~-2~A==~ ~ ~ ~ ~ c c ~ L ~ " => 0 . j >: ""' --00 0 ~ 0 N . ~ ~ ~ >: ~ ~ ~ ~ ~ 0 a: z 0 ;;; <( "' ' N N w m ~ 0 ;!: ~ E ~ c ."! u:: ~ > 0 w / "' >-w w :r "' N / 0 0 <( w / > c w I ~/t--t---+--1--1 ~t--t---1---1--1 "CORNER" OUTSIDE ~~-/( OUTSIDE FACE OR EXPOSED GABION PLAN VIEW ~-~.-------.-------..-------1 ~ c----·r------. ~~ c-•+---------i '---'----------'-----------' 1-------j FRONT VIEW INTERNAL CONNECTING WIRES INTERNAL CONNECTING WIRES 13.5-GAGE INTERNAL CONNECTING WIRES NO SCALE MESH NEED NOT BE ------ TWISTED, SEE TYPICAL ACCEPTABLE MESH STYLES TYPICAL GABION BASKET NO SCALE ___----DIAPHRAGM SPACED AT 3FT NOTE: AREA OF OPENING NOT TO EXCEED 1 0.0" 2 AREA OF OPENING 3.5" MAX 3.0"MIN TWISTED MESH H NOMINAL 3.0"-3.3" .------c R R R ::::J +-----· c 1==1 R R ::::J ...J, <(<'> Zoi :::;; -' oa Zoi c 1==11==1 R ::::J c R R i===j ::::J WELDED MESH TYPICAL ACCEPTABLE MESH STYLES NO SCALE LETTER CODE A B c D E F G H J NOTES: LENGTH 6 9 12 6 9 12 6 9 12 4.5 NOMINAL GABION SIZES WIDTH HEIGHT UNITS= (FT) 3 3 3 3 3 3 3 1.5 3 1.5 3 1.5 3 1 3 1 3 1 3 3 NUMBER OF VOLUME DIAPHRAGMS f--------1 (FP) 1 54 2 81 3 72 1 27 2 40.5 3 54 1 18 2 27 3 36 0 40.5 1. INTERNAL CONNECTING WIRE (13.5-GAGE) TO BE INSTALLED ACROSS WIDTH OF INTERIOR GAB IONS AND ACROSS WIDTH AND LENGTH OF END GABIONS. 2. INTERNAL CONNECTING WIRE AND GABION MESH SHALL BE GALVANIZED. 3. INTERNAL CONNECTING WIRES REQUIRED ON ALL GABIONS 3.0 FT HIGH AND TO BE INSTALLED AFTER THE PLACEMENT OF EACH 1.0 FT LAYER 4. PREFORMED STIFFENERS (11-GAGE OR 9-GAGE) ARE AN ACCEPTABLE ALTERNATIVE TO INTERNAL CONNECTING WIRES. INSTALL THEM AS RECOMMENDED BY MANUFACTURER ORAS DIRECTED BY THE ENGINEER AT 1/3 POINTS. 5. TO AVOID DEFORMATION, PLACE ROCK IN END GABION CELL FIRST, AND CONTINUE BY FILLING INTERIOR GABION CELLS, AT NO TIME SHOULD ANY GAB ION CELL BE FILLED TO A DEPTH EXCEEDING 1.0 FT HIGHER THAN THE ADJOINING GABION CELL. 6. FOR GABION DIMENSIONS, REFER TO TABLE "STANDARD GABION SIZES". NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL f---+--+-------------+---1---1--1---l ~ CITEliN~~NG ~~~~~N~AD w WARNING 0 1/2 1 ~1'-0fESS I~ ~ ~ ,c MOso( 0' ~ ~~ ~~ ~ a ~ ~ :i! No. 62014 !;) BROWN AND CALDWELL 9665 CHESAPEAKE DRIVE, SUITE 201 SAN DIEGO, CAUFORNIA. 92123 (858) 514-8822 FAX (858) 514-8833 "AS-BUILT" EXP. IMPROVEMENT PLANS FOR: GABION STRUCTURE DETAILS 2 APPROVED: 'MLLIAM E. PLUMMER DATE u SUBidiTTED: ----;;;;;;=-;=o;;---~ DAtE: ___ P.E. --- ";;; ... Exp >1-IF THIS BAR DOES 1-----------,--''!:::RO"~c:!.,;r M~AN~A':;:!"------------------t-;;;:;;;::;;~~:----------------------1-----+---+..----------------------------+----1~--+-----f---J DEPUTY CITY ENGINEER PE: 26176 EXPIRES: OJ/31/H DATE ~ J? ~,-.: NOT MEASURE 1" REVIEWED BY: "" ~~~~~~r==~~Tr~~=jr=g~~~ -~ ..,~ Ciyl\..4~ THEN DRAWING IS HORIZONTAL NOSCALE '"' I~WN BY: EAS I PROJECT NO. I DRAWING NO. ~ OF CAL I~ NOT TO SCALE. SCALE DATE INillAL DATI: INillAL DATE INillAL CHKD BY: ~ES!!"M-~L_------------------------------------------------------------------------~::::::::::::::::::::::::::::::~:::::::::::~::R:n:CA:L::::N:O:S:CA:LE::::::::~~I=NS:P:E:CT:O:R:::::::::::::::::::DA:T:E::~:EN:GI:NE:E:R:~::~:R~K:::::::R:EV:I:S:IO:N::D:E:S:CR:I:P:T -' > u ' u / V> >-w w :I: V> ' N / Cl Cl < u / > c w ' ~ c ·a. ~ w ~ Cl w c c ~ ~ u ~ ~ c .2 ~ w :I: ~ ~ ~ ""' ' M ~ '-" 0 "' / < !=> -0 >-~ w ~ ~ ~ ~ -~ CROSSING WIRE (TYP) GABION BASKET DETAIL NO SCALE INSTALLATION & FILLING NOTES: 1. AFTER THE FOUNDATION HAS BEEN PREPARED, THE PRE-ASSEMBLED GABIONS ARE PLACED IN THEIR PROPER LOCATION TO FORM THE STRUCTURE. GABIONS SHALL BE CONNECTED TOGETHER AND ALIGNED BEFORE FILLING THE BASKETS WITH ROCK. ALL CONNECTIONS (PANEL-TO-PANEL AND BASKET-TO-BASKET) SHALL ALREADY BE CARRIED OUT AS DESCRIBED IN THE ASSEMBLY OPERATIONS. 2. ROCKS FOR GAB IONS MAY BE PRODUCED BY ANY SUITABLE QUARRYING METHOD AND BY THE USE OF ANY DEVICE THAT YIELDS THE REQUIRED SIZES WITHIN THE GRADATION LIMITS CHOSEN. ROCKS SHALL BE HARD, ANGULAR TO ROUND, DURABLE AND OF SUCH QUALITY THAT THEY SHALL NOT DISINTEGRATE ON EXPOSURE TO WATER OR WEATHERING DURING THE LIFE OF THE STRUCTURE. 3. GABION ROCKS SHALL RANGE FROM BETWEEN 4 INCHES AND 8 INCHES. THE RANGE IN SIZES MAY ALLOW FOR A VARIATION OF 5% OVERSIZE AND/OR 5% UNDERSIZE ROCK, PROVIDED IT IS NOT PLACED ON THE GAB ION EXPOSED SURFACE. IN ALL CASES, THE OVERSIZE ROCK SHALL NOT BE LARGER THAN 12 INCHES AND THE UNDERSIZE ROCK SHALL NOT BE SMALLER THAN 2 INCHES. 4. DURING THE FILLING OPERATION SOME MANUAL STONE PLACEMENT IS REQUIRED TO MINIMIZE VOIDS. THE EXPOSED FACES OF VERTICAL STRUCTURES MAY BE CAREFULLY HAND PLACED TO GIVE A NEAT, FLAT AND COMPACT APPEARANCE. THE CELLS SHALL BE FILLED IN STAGES SO THAT LOCAL DEFORMATION MAY BE AVOIDED. THAT IS, AT NO TIME, SHALL ANY CELL BE FILLED TO A DEPTH EXCEEDING 1 FOOT HIGHER THAN THE ADJOINING CELL. CARE SHOULD BE TAKEN WHEN PLACING THE STONE TO ASSURE THAT THE PVC COATING ON GABIONS WILL NOT BE DAMAGED. 5. STIFFENERS SHALL BE PROVIDED AS INDICATED, FIXED AT 1/3 AND 2/3 OF THE HEIGHT FOR 3 FOOT GABIONS AS THE CELL IS BEING FILLED. IN 1.5 FOOT HIGH UNITS STIFFENERS MAY BE FIXED AT THE HALF HEIGHT LEVEL, IF REQUIRED. MINIMIZE THE NUMBER OF VOIDS BY USING A WELL-GRADED STONE AND AVOID LARGE STONES IN ORDER TO ACHIEVE A DENSE, COMPACT STONE FILL ALL CORNERS SHOULD BE SECURELY CONNECTED TO THE NEIGHBORING GABIONS OF THE SAME LAYER BEFORE FILLING THE UNITS. 6. WHEN MORE THAN ONE LAYER OF GABIONS IS REQUIRED IN ORDER FOR THE INDIVIDUAL UNITS TO BECOME INCORPORATED INTO ONE CONTINUOUS STRUCTURE, THE NEXT LAYER OF GABIONS MUST BE CONNECTED TO THE LAYER UNDERNEATH AFTER THIS LAYER HAS BEEN SECURELY CLOSED. 7. PLACEMENT SHOULD BE FRONT-TO-FRONT AND BACK-TO-BACK SO THAT PAIRS OF FACING LIDS CAN BE WIRED DOWN IN ONE PROCESS. 8. SECURE THE END FROM WHICH THE WORK IS TO START BY PARTIALLY FILLING THE END UNIT WITH ROCK. PHASE 1 PHASE 2 PHASE 3 WARNING 0 1/2 I BROWN AND CALDWELL 956.5 CHESAPEAKE DRIVE, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 fAX (a;s) 514-8833 "AS-BUILT" INSTALLATION NOTES: VMAX SLOPE INSTALLATION NO SCALE 12" 2"-5" 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1--+-+------------t--J--J--t-----J ~ CI\liN~~NG ~~~~~N~AD IMPROVEMENT PLANS FOR: fSREllil ~ GABION STRUCTURE DETAILS 3 AND VMAX SLOPE INSTALLATION APPROVED: WILLIAM E. PLUMMER ~ DAIT ~ IF THIS BAR DOES l-~s:us:••TIDJ=•.:.:-::-::;'~~~~~~~-:_:-:_:-:_::-:....:::..===::._-!-;.;;;;:......:::.~===:__-_::~----J:==t==1t==============t==t==t==t=~ DEPUlY CllY ENGINEER PE: 28176 EXPIRES: 03/31/H DA1E t NOT MEASURE 1" ~~§V:~~=lF=~~~ffi~=9[~~~~ -:;. THEN DRAWING IS DA1E INillAL DA1E INillAL DA1E INillAL I DWN BY: EAS PROJECT NO. I DRAWING NO. ,t NOT TO SCALE. SCALE REVISION DESCRIPTION CHKD BY: --:•cosM,.____ 3338 436-2A ;t_ ____________________________________________________________________________ ~::::::::::::::::::~::::::::::::~::::::::~::::::::::::::::::::::::~::::::::::::::::::::::::::D:AIT::::::E:NG:IN:IT:R:O:F:W::RK~::::::::::::::::::::::::::::~~O:~:E:R:AP:P:RO:V:Al:::C:IlY::A:PP:R:OV:A:L~R:V:WD:::BY:::O:G::::::::::::::::::::::::::::::~ 0 ~ -' > u u -Vl 1-..... ..... "' Vl ~ -Cl Q <( u -> ~ ..... L l, ·. s 1:: \ ' , : ~-TRANSITION t i\ \ ·, · ........... . . • • ........ ... ·. c i; ( i;:/ • I • . JOIN TO EXISTING OVERS IDE DRAIN ~ ROmD CONCREl' CURB ,- CONCRETE OVERSIDE DRAIN NOT TO SCALE /1'\ EXISTING AC OR -----. PCC ~ TOP OF ROLLED / CURB ------------t __ "'-.. --+I 6" : .... ··· ....•..... '-. -1 . .... ·r \ 12" SECTION NOT TO SCALE 4" SECTION NOT TO SCALE 0 LOCATION/STATION 1 40' RT "AH" STA 19+50 2 40' LT"AH"STA21+55 3 40' RT "AH" STA 24+85 \ .. . ' .. . \ \ \ \ \ B w \ \ \ \ L \ \ \ \ 4" '--'--- FG RIP RAP PER D-40 FG 14 -.--.------------! ~:-._' __ ,' ·-·. ~-t., . £ ~ ,. I . '· . ~: :r: 0 i I ! 7 I L I .' <( /:~-)<::' ·:\'j :. -~l: • . . I~ . ' . ' ,, . : ; " .... • ,. --·-. FG ·~£ ~: .:..:·.!:-4 .. ~ ~·' ,,:. ;, -· :: ~ROUNDED PIPE ENDS « " ; ' , ' ~ -~, ~ <.1 SEE DRAWING D-61 I ... ~ . . . • : FG w SECTION NOT TO SCALE STRAIGHT CONCRETE HEADWALL TYPE B NOT TO SCALE HEADWALL DIAMETER (D) A W H L CONC VOLUME 12" > 2'-011 1 '-0" 4'-0" 4'-0" 0.45cy 15" 2'-0' 1'-1" 4'-311 5'-0" 0.63 cy 18" 2'-0" 1 '-2" 4'-6" 6'-0" 0.83 cy 24" 2'-6" 1'-5" 5'-6" 8'-0" 1.53 cy 30" 2'-6" 1'-9" 6'-0" 1 0'-0" 2.41 cy 3'-0" 2'-0" T-0" 12'-0" 2.86 cy NOTES: 1. CONCRETE SHALL BE (560-C-3250) 2. CONCRETE CORNERS SHALL BE CHAMFERED 3/4". SINGLE PIPE ELEVATION 0 LOCATION/STATION D FG B 5 36.5' LT "AH" STA 37+06.7 6 27.3'LT"AH"STA37+86.5 7 40' RT "AH" STA 37+39.78 8 14'LT"CC"STA04+26 9 3' L T "CC" STA 09+48 11 B'RT"CC"STA 21+01 NOTES: L ELEVATION NOT TO SCALE 1. THE MINIMUM HEIGHT OFFSET (B) FROM THE FINISHED GRADE (FG) SHALL BE 6". WARNING 0 1/2 1 NOTE: DETAILS TO PROVIDED WITH FINAL SUBMITTAL BROWN AND CALDWELL 9665 CHESAPEAKE DRIIIE, SUI'TE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 fAK (858) 514--8833 "AS-BUILT" 6" ELEVATION NOT TO SCALE 3" MAX GAP 6" _L 6" MIN OVERLAP ON EACH PIPE 6"0VERLAP ~ ~ ~ -'' .. -. I' ' '1 -~ ~ ~ ~ r-- / £CUT PIPE END _7 ---7"+---1-j;,'---L FINISH SMOOTH WITHCLASSC MORTAR----/.~ NOTES: < • . ' _; . .' '. ,. • I .;. 'I £~ L I 1. PIPE COLLAR DOES NOT HAVE TO BE FINISHED IF COVERED. 2. CONCRETE SHALL BE (560-C-3250). 3. WHERE GAP EXCEEDS 3" BUT IS NOT MORE THAN 6" AN INTERNAL FORM SHALL BE USED. SECTION NOT TO SCALE PIPE COLLAR NOT TO SCALE NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL l---+---+------------------------+--__jf--__jf-----1----l ~ CITEliN~~NG ~~~~~N~AD w IMPROVEMENT PLANS FOR: MISCELLANEOUS DRAINGE DETAILS APPROVED: WIWAM E. PLUMMER 00 0 ~ 0 N w / Vl ,_ w w I Vl N / c c < w / c < -0 --w PROPOSED MASONRY WALL -------."" SEE SHEET 17 "-..., II j_ _jl WARNING 0 1/2 1 EQUAL BROWN AND CALDWELL 9665 CHESAPEAKE DRI\£, SUITE 201 SAN DIEGO, CAUFORNIA 92123 (858) 514-8822 fAX {858) 514-8833 "AS-BUILT" P.E. EXP. -----DATE EQUAL NOTES: I ~~rl---~-PROPOSED MASONRY WALL SEE SHEET 17 1. ALL GATE FRAME MEMBERS SHALL BE CAST IRON. 2. THE CONTRACTOR SHALL COORDINATE THE FABRICATION AND INSTALLATION OF THE GATES IN CONJUNCTION WITH THE INSTALLATION OF THE RELOCATED MASONRY WALL. NOT FOR CONSTRUCTION DRAFT 100% SUBMITTAL 1---+--+-------------+---+--t--+----1 ~ CITEliN~~NG ~b~~~N~AD ~ IMPROVEMENT PLANS FOR: SWING GATE DETAIL APPROVED: I\1LLIAM E. PLUMMER M Ex ~ IF THIS BAR DOES ~--'u_'"_'m_'_' =-==,~~~'§~~~~=====-"-TE'---------------f";;;:;~~;-;;-;;:-------------t---J---+-:q;;----------------j---j--+--+--J ~ p ~~ PROJECT MANAGER DEPUTY CITY ENGINEER PE: 28175 EXPIRES: OJ/31/14 DATE · t; V). . . .;...-NOT MEASURE 1" REVIEWED BY: I Lf\, ~~~G~=~r==~~~~~=lf~~~~~ :';--1;-< Civl>{'~f THEN DRAWING IS HORIZONTAL ASSHOVVN DATE INillAL DATE INillAL DATE INillAL IDWN BY: EAs I PROJECT NO. I DRAWING NO . .t OF C~L 1~ NOT TO SCALE. SCALE CHKD BY: ESM 3338 436-2A ~l.--------------------------------------------------------------------------------~::::::::~::::::::::~::::::::::~~::::::::~::V:ER:TI:C:A:L:::::As:s:H:OVVN::::::::::~:I:NS:P:E:C:T:OR:::::::::::::::::::::D:A:T:E::~~EN:G:IN:E:ER:O:F:WO::R:K~::::::R:E:V:IS: