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Home My WebLink AboutDWG 468-7; 6612; RANCHO CARRILLO WATER SEEPAGE; 01-04I ' ' I I I LOCATION MAP NTS CITY Of' OCEANSIDE PACIFlC OCEAN 78 CITY Of' ENCINITAS VICINITY MAP NTS CONSTRUCTION PLANS FOR RANCHO CARRILLO WATER SEEPAGE DRAINAGE IMPROVEMENTS PROJECT SITE REFERENCE DRAWINGS/REPORTS 1 RANCHO CARILLO PEDESTRIAN OVERCROSSING 2 RANCHO CARILLO VILAGE "Q" PHASE I 3 NINYO & MOORE GEO TECHNICAL EVALUATION CONTRACT NO. 6612 PROJECT NO. CB97-134 CT-93-04 106431001 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR ANN KULCHIN -MAYOR PRO TEM FARRAH DOUGLAS -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER DECEMBER 2010 DRAWING NO. 350-6 INDEX OF SHEETS 1 T/Tl_E SHEET 2 GENERAL NOTES J SUBDRAIN IMPROVEMENT PLAN 4 SUBDRAIN DETAILS "AS BUil T" '~) P.E. SYEx?q. JsO· /I DATE OHN MA 6190 ~ CITY OF CARLSBAD I SHEETS I 1---+---+--------------+----+--+----J--i L__1_J ENGINEERING DEPARTMENT 4 Exp. 09 /30 /1 RANCHO CARRILLO PEDESTRIAN BRIDGE ~ CIVIL ~ -? ,,.,,. --------. ~'<' OF c~\..\' ~ CARLSBAD 1-----1----1--------------+-----,r-----,r--t----1 7~R~rAr. f?:~A:;~ 1RES6 3:Td'f0 i----:-t---t-7'-----;;;;;;-,c,-,--,;,::;:-----------,----t------t---t----t----J ~~;.:"::::::::~~=~~~~~~~~~ TITLE SHEET Transportation 1---;~-+-::=-+'-1....._,__~='.J~a~u.""'!=L,_T ________ -t--=--+=-+--;;-:-:;::::-1r;:-;;:;;-:;-1 oWN BY: ---="'-,-PR6o6JE1c2r No. I o4RA6w8,N_G7No. D rt DA TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: JM epa ment ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CH 122310 i 0 I-' w ~ f/) w ~ / f/) <!) z I € ii:i 'i: i1i ~ f/) ~ a. / w ~ w w f/) 0:: ~ ~ 0 ..J ..J ii: 0:: <) 0 :r 0 z ~ N ~ "' "' / ! ~ $1 a.~ C f-z . w "' ~ ::e ::.a w ~ > <II 0 G) 0 .a if ~ :! 0 -+i.i:i,. :::; ~ .i:i,. ~ ~ . ->, I ~~ ...... /5 ±'. F' I ' GENERAL NOTES 1. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 2. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MA/NTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLEFORCONFORMINGTOALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. J. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6 705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET ( 5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PR/ORTO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TlnE 8 CALIFORNIA ADMIN/STRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EX CA VA TION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VAT/ON. 4. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 5. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE INSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR /NA LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. THE ELEVATIONS OF UTILITIES SHOWN IN PROFILE ARE APPROX /MA TE. 6. THE CONTRACTOR SHALL VERIFY TIJE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFF/CIENn Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REV IS/ONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR POTHOLING. 7. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK 'MTH A UTILITY COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&:E (800)660-7343 AT&T (85Bj886-2864 TIME WARNER CABLE (760 438-7741 COX COMMUN/CATIONS (760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 SAN DIEGUITO WATER DIS1RICT (760)633-2650 LEUCADIA WASTEWATER DISTRICT (760)753-0155 VALLECITOS WATER DISTRICT (760)744-0460 OL/VENHAIN WATER DISTRICT (760)753-6466 BUENA SAN/TA TION DISTRICT (760)726-1340 • AS APPROPRIATE 8. ALL SUR VEY MONUMENTS ANO POINTS /HA T ARE DIS TUR BED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. BASED ON 11-IE CONSTRUCTION 11-IREAT ASSESSMENT WORKSHEET (E-33) 11-IE PROJECT IS A TIER 2 CONSTRUCTION SWPPP TIER LEVEL THE CONTRACTOR SHALL COMPLY 'MT/-/ 11-IE CITY'S LA TEST CONSTRUCTION SWPPP STANDARDS AND REQUIREMENTS ANO SHALL PREPARE A TIER II SWPPP IN ACCORDANCE 'MTH CITY STANDARDS PRIOR TO START OF CONSTRUCTION. 10. CONSTRUCTION ACTIVITIES WILL OCCUR OUTSIDE OF THE BIRO BREEDING SEASON. (FEBRUARY 15 -SEPTEMBER 15) 11. 11-IE CONTRACTOR IS RESPONSIBLE FOR DEWATER/NG, IF NECESSARY. A COPY OF THE GEOTECHNICAL REPORT PREPARED BY NINYO & MOORE DATED NOVEMBER 4, 2008 ENTlnED "GEO TECH/CAL EV ALUAT!ON SEEPAGE NEAR PEDESTRIAN BRIDGE CARRILLO RANCH" HAS BEEN PROV /OED TO THE CONTRACTOR. ADDITIONAL COPIES ARE AVAILABLE UPON REQUEST. ~ Cl _J 122310 ~ UJ Cl :,: 0 z UJ I= / ~ z ;: ~ Cl € iii 'i: 11i ~ VJ s a. / UJ ('.) ~ UJ UJ VJ a: "AS BUil T" ~ P.E.~0-ll DATE UJ i 0 ...J ...J I ' I 0 :,: 11'-ofEss1.[,\~~ h-:-Q :;:~:;:Y~(f ~ sfu /11 <:I • \S INSPECT08"' --# ' DATE ¥ ~~ 11-===1===r========================r===1===1===~~==~~~~~~~~~~~~~~~~~ ff JOHN MAASHOFF ~ LU CITY OF CARLSBAD I SHEETS I ii 61909 "' 1----1----+-----------------1-----+---+---+----1 ENGINEERING DEPARTMENT 4 No. f----f----+----------------f-----+--+---+----t -Ir Exp. o913o111 * RANCHO CARRILLO PEDESTRIAN BRIDGE '-".,.,. C I V I :--{ ,,,_ ~r<" ------/4~~ GENERAL NOTES £ or c~\.\~ ♦cCAI TRY Lo Fs BAD 1---t---+-----------+---+---t---;---t I AP'"_:'ED coi;p H~ ~NN I ---iz/4/4 (---(----t,~--;;-:;;--;:;--;,;;=-----------1-----t---t----i----1 r~'M!f PeRrnr,w Dft(, PE JJOflQ EXPIRES 6/30/10 DA TE Transportation 11\ .os-tBUtlT DwN BY, .. I PROJECT No. I DRAWING No. DATE INITIAL DATE INITIAL DATE INITIAL CH D B~ JI,/ Department ENGINEER OF WORK REv1s1ON 0EscR1PnoN ol\1ER APPROVAL CITY APPROVAL R~ B:;.; CH 6612 468-7 0 ~ N ~ <O ;!;, ! 8· a: ' a. ' 1--z, ~· UJ > o· a: ~ ~ I 1-- ~- / ~I I NOTES N-78.40 E-30.65 I I N-75.16 E-21.09 1 J EX /STING SHALLOW MANHOLE, PROTECT-IN-Pl.ACE. 2 J SEWER LINE CROSSING. 3 J INSTALL 4 • DIAMETER PVC 45 DEG. ELBOW BEND. ........ 4 INSTALL 4 • DIAMETER PVC TEE CONNECTION. ' 5 INSTALL 4' DIAMETER PVC 22 ½ DEG. BEND. 6 EXIT WALL DRAIN. 7 EX /STING FENCE, PROTECT-IN-Pl.ACE. I / / / / / / / / / / 8 9 I N-23.75 E-33.59 N-41.57 E-10.85 I I I I --"--.._UNPAVED~ EX. VEGETATION -- • REMOVE AND RECONSTRUCT 4' WIDE CONCRETE V-DITCH PER SDRSD D-75, TYPE A. ROUND BOTTOM. J EX /STING BRIDGE, PROTECT-IN-PL4CE. 1 ~ CAP END OF PERFORATED PIP£ • '- "11 ) CITY EASEMENT. '"1 ~·· I INSTALL 4"O/AMETERPVCPERFORATEDPIPE. 13 4' DIAMETER PVC PIPE (NON-PERFORATED)-SEE DETAIL 1, SHEET 4, FOR PROFILE 14 CUT-OFF WALL (3' WIDE x 2' HIGH) -SDRSD SP-07 (/) ___ -,91----i--- LOCAL COORDINATES EDGE OF BRIDGE N6.84 E-20.00 _l,i' ~--18" Ti5 "P_(;. , ,/'$1,G. • 0 - \ \ o· s· 10· -==--=:i-=~=-c:j SCALE: 1• = 5' (/) - J:£202:11 J.9?-.iZ -- 1 2 4'-3" TO F. G. I .-----REMOVE & REPLACE FENCE AS NECESARY -----113 N 15.08 El.33 ~36.451@ !{J7,$,f,: STA. 00+32.25 4 4'('1"TCJ FG ~ /:Jl4~ N6.49 E 16.76 .,.___ WORK LIMITS \--------~---EX. SEWER LINE (/) (/) \ (/) \ \ GENERAL NOTES 1. CCNSTRIJCTION ACTIVITIES WILL OCCUR OUTSIDE OF THE BIRD BREEDING SEASON, (FEBRUARY 15 TO SEPTEMBER 15) 1. VEGETATION WITHIN THE WORK LIMITS SHALL NOT BE REMOVED-NO CLEAR/NG/GRUBBING OF EXISTING VEGETATION. i3 ~ CITY OF CARLSBAD ISHEETSI 1-----+--+-----------------t---+---+---+----< LU ENGINEERING DEPARTMENT 4 Lu "' No. 61909 -j( Exp. 09/30/11 1-----+--+-----------------t---+---+---+----< RANCHO CARRILLO PEDESTRIAN BRIDGE SUBDRAIN IMPROVEMENT PLAN Transportation 1--,~-=,.,...+'-'-'--'-4-"'5'-·=8 .,..&11,"":c:'-'-7----------+----1--+------1 DwN sy, ------'""--PRoJEcr No. J DRAWING No. OA TE INITIAL OA TE INITIAL OA TE INITIAL JI.I Department ENGINEER Of WORK REV1s1ON DESCRIPTION omrn APPROVAL cnY APPROVAL 2~8 ~~~ CH 6612 468-7 122310 120811 ,,,---~-.~ EOFABRIC/ FABRIC FIL TE-~ 1'-0' MIRAFI 140-NC ✓ ~-EX. CONCRETE \I. DITCH TO BE REMOVED AND RECONSTRUCTED WHERE NECESSARY. ~-95% RELATIVE COMPACTED FILL EX. IMPERMEABLE MATERIAL ----*SEE NINYO & MOORE GEOTECH REPORT (PROJECTNO. 1064310001) FOR MAX DEPTH ~ 45°BEND I EX. GRADE --- 1'-0• I I I I I I EX. 10'SEWERPIPE I I PROTECT-IN-PLACE I I I I --- a SEWERLINE CROSSING 4 SCALE: 1" = I' ,,---ANCHOR TO SLOPE (SDRSD 1-20) 2' 1%MIN.- ~ 4" PVC TIGHT LINE ~ CUT-OFF WALL DETAIL 1 scale: NTS r--DISCHARGE INTO EXIST. BROW DITCH ~-EX. MOD. SHALLOW MANHOLE I REFER TO DWG 350-6 SHEET 20 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1' MIN. CLR TO INSTALLED PIPE '---NEW 4' PERFORATED PIPE NEWMIRAFI 140N FILTER FABRIC EX. BR/ E RAILING ------...._ . GRADE PERFORATED PIPE _ _, C 'RIDGE WEEP HOLE 4 95%'RELATI COMPACTE FILL 'NEW3/4'CRUS EC/ EX. BRIDGE . 1 ROCK FILLER · BRIDGE TMENT . ~-EX. WEEP HOLE AND PERVIOUS BACKFILL PER BRIDGE DETAIL 3-1 CAL TRANS REVISED STANDARD PLAN. ,,---EX. SUBDRAIN ounET ---' _L_ ___ _e __ c_ .-__ c:: ___ _.. _____ ,_ ________ , ___ _ 61909 Exp. 09/30/11 "AS BUil T" ~ P.E. !tlj6" EXP. q. 3() ,\{ DATE REVIEWED BY: N ~ <O 1-----4--+------------,--;---t---t----J ~ CITY OF CARLSBAD I SHEETS I ~ L.i__J ENGINEERING DEPARTMENT 4 ~ 81 RANCHO CARRILLO PEDESTRIAN BRIDGE 8: ) SUBDRAIN DETAILS 1-z, ~( UJ • >' 0, a: ; a. . a· ~i Transportation 1----::-:=,..+-=.,,--+"'"1'--'-"'"4-'-~-'-tJ::.:{/,"'"~.:c;tr _________ -t--::-:-:::=-1r.::::;;-:;---t-;;:;-:;;:-,--=~ owN BY, __,_.,.__ PROJECT No. I oRAw1NG No. DA TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: JM 6 Department ENGINEER oF WORK REvis10N DEscR1Pr10N OlHER APPROVAL CITY APPROVAL Rvwo BY, ru 6612 4 8•7 t:: . 11. • ;'.S ~ / ±' I 122310