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HomeMy WebLinkAboutDWG 457-4H; 6608; NORTHWEST QUADRANT STORM DRAIN IMPROVEMENT PROGRAM; 01-06t i i PROJECT SITE FINAL CONSTRUCTION PLANS FOR NORTHWEST QUADRANT STORM DRAIN ,IMPROVEMENT PROGRAM . I J~ CAI.AVERA Y AVfi RO !1!3!!!_r~,,,-l:!'!J9-~--"7 ...--c--------=----\ ,,--..,,,---._ VICINITY MAP NOT TO SCALE SHEET INDEX SHEET NO 1 2 3 4-6 DESCRIPTION TITLE SHEET GEl'£RAL NOTES DETAILS AND SECTIONS GRAND AVENUE PROJECT NO. 6608 · GRAND AVENUE ~~r~~~~~i"='DR=.='=~ ='9°'===. ==\ ~½==CA LSBA // \j ~ VILLAGE MTN. ~ [ff{_' 8 ~ ~\ t CITY OF CARLSBAD CARLSBAD, CALIFORNIA 0~ ~ ?Ill~ . c:: ;>;;;===u=~'<"==-:.;n . . 0 • PROJECT SITE SHEETS4-6 B \)'3 CITY,COUNCIL MA TT HALL -MAYOR MARK PACKARD -MAYOR PRO TEM LORRAINE WOOD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER MICHAEL SCHUMACHER -COUNCIL MEMBER STEVEN R. SARKOZY -CITY MANAGER , JIM HOWELL -INTERIM PUBLIC WORKS DIRECTOR CONSULTING aker 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 • FAX 760.476.9198 • www.RBF.com ~ 0/ 0 I :.A ,,, ~ ( KEY MAP NOT TO SCALE "AP BUILT" RCE 775'/'Z. EXP. 6/'3o/J7 I '2..-/,-'3/15 DATE REVIEWED BY: DATE .. I SH1EET I CITY OF CARLSBAD I SHEETS I 1-----+----+--~-----------+----t----t--t-----.1 PUBLIC \./DRKS DEPARTMENT 6 l----+---+---------------+----t----t--t------1 l----+---+---------------+----t----t--t------1 IMPROVEMENTPLANSFOR 1-----+----+--------------+----t----1--+--~ NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM (GRAND AVENUE) TITLE SHEET 1----c~+--..c=cc--JL-.'l....>.....:A-'-"~'----='o-=U.:.cl L.._T _______ -+--==-+--'+~=---1--=~ DWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ~-fr- ENGINEER OF WORK REVISION DESCRIPTION OTHER AP~ROVAL CITY APPROVAL RVWD BY: • PROJECT NO. •1 DR. AWING NO. 6608 _·•. 457-4H . . ',.,.,_ ✓, .. _~--,.,• ff ,,,/ ~ 1- ·< -.• --·, • ' <'' " ' l {" i; :c ID '<:t I -..... 0 LI\ ' N '<:t t I!) Cl,J $ .i:: VI 0 GENERAL NOTES 1. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. .2. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. . 3. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING 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 AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARE[.) BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR. TO .EXCAVATION. 4. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO; INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATIO.N OF lRUCKS, EARTHMOVING EQUIPMENT; CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 8: 00 A.M. AND 5: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIOl'jS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS UNLESS APPROVED BY THE CITY ENGINEER. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 5. 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. 6. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION 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 IN A 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 AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 7. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND · AND (JNDERGROUJ~D) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TH!l ACTUAL LO,b}iTlbNS ARE IN CONFLICT WITH THE PROPOSED WORK. 8. 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 WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E (GAS) SDG&E (ELEC) TIME WARNER CABLE COMMUNICATIONS AT&T CITY OF CARLSBAD (STREETS AND STORM DRAIN) CITY OF CARLSBAD (SEWER) CMWD (800)422-4133 (619)547-2020 (619)654-8686 (760)43B-7741 (760)806-9B09 (760)434-29B0 (760)438-2720 (760)438-3B91 EROSION CONTROL & STORMWATER MANAGEMENTS NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. IN CASE EMERGENCY WORK IS REQUIRED, CONTRACTOR WILL PROVIDE A CONTACT NAME & PHONE NUMBER BEFORE CONSTRUCTION .COMMENCES. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NEC.ESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE :FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ON REQUEST, THE CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY THAT IS ACCEPTABLE TO THE CITY ENGINEER. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. MATERIAL NEEDED TO INSTALL STANDBY BMPs NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. . . 10. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS GRADING AND/OR EXCAVATION IS COMPLETED FOR ANY PORTION OF THE SITE. THE CONTRACTOR MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF GRADED AREAS THAT HAVE BEEN COMPLETED. 11. THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAINSTORM. 12. ALL BMPs MUST BE MAINTAINED. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS THAT THE BMPs, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS.USED.AND SHALLBE;,CORRECTED OR MODIFIED AS NECESSARY. REPAIRS OR,·RE:PLACEMENTS MUST:THEREFORE·PUT A MORE EFFECTIVE BMP IN PLACE. ·:_ STREET NOTES 1. 'ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 2. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY _THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. ABBREVIATIONS AB AC B/E CIP C&G CONG EQUIP · EX . FG FL FS GB HP INV IRR IV LF AGGREGATE BASE ASPHALT CONCRETE BOTTOM OF ENCASEMENT CORRUGATED IRON PIPE CURB 8c GUTTER CONCRETE ,EQUIPMENT 'EXISTING FINISH GRADE FLOWLINE FINISH SURFACE GRADE BREAK HIGH POINT INVERT IRRIGATION IRRIGATION VALVE LINEAL FEET LP PIP PVMT RCP REC RET RW S--" SD SDRSD SMH so STD SWK . TC TG W.S.P. w WM LOW POINT PROTECT IN PLACE PAVEMENT REINFORCED CONCRETE PIPE FROM RECORD DRAWINGS RETAINING , . Rlj:cl0,AJ ~ER , W,f TER SEWER ' .. ·; , STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWING SEWER MANHOLE SIDE OPEN I NG STANDARD SIDEWALK TOP OF CURB TOP OF GRATE WELDED STEEL PIPE WATER WATER METER A aker Company ARBORIST NOTES 1. A CERTIFIED ARBORIST IS REQUIRED ON SITE DURING EXCAVATION IN AREAS WHERE MATURE TREES ARE LOCATED ADJACENT TO THE TRENCH OR ANY RELATED CONSTRUCTION ACTIVITIES. ARBORIST SHALL COORDINATE WITH CONTRACTOR TO ROOT PRUNE PER SPECIFICATIONS. DURING THE EXCAVATION, ROOTS ENCOUNTERED MEASURING GREATER THAN 2"IN DIAMETER THAT HAVE NOT BEEN ROOT PRUNED SHALL BE CUT WITH A SHARP INSTRUMENT AND NOT RIPPED. 2. ANY LIMBS DAMAGED REQUIRE IMMEDIATE PRUNING. PRUNING MAY BE REQUIRED TO OFFSET ROOT LOSS. 3. THE ARBORIST SHALL BECOME FAMILIAR WITH THE TREES WITHIN THE WORK LIMITS AND THE NATURE OF THE WORK TO BE CONDUCTED PRIOR TO THE PRE-CONSTRUCTION MEETING, AND SHALL DISCUSS TREE PROTECTION AND MANAGEMENT NEEDS AT THE PRE-CONSTRUCTION MEETING WITH THE CONTRACTOR AND OWNER. THE ARBORIST SHALL PROVIDE A BRIEF SET OF GUIDELINES AND WORK PROTOCOLS AT THAT MEETING THAT WILL BE USED TO GUIDE TREE PROTECTION WORK. 4. THE ARBORIST SHALL BE PRESENT FULL TIME DURING ALL WORK THAT COULD POTENTIALLY DAMAGE TREES AND THAT IS CONDUCTED WITHIN THE DRIP LINE OF TREES NOT SPECIFICALLY MARKED FOR REMOVAL ON THE PLANS. WORK THAT COULD POTENTIALLY DAMAGE TREES INCLUDES ESTABLISHING STAGING AREAS AND TRAVEL ROUTES, TRIMMING OF BRANCHES, ,, ) GRADING, OR USE o( HEAVY EQUIPMENT THAT MOVES OR SWINGS INTO THE CANOPY OF THE TREE. THE ARBORIST SHALL BE GIVEN AT LEAST 2 DAYS NOTICE PRIOR TO ANY SUCH WORK BEING INITIATED. 5. THE CONTRACTOR SHALL FOLLOW DIRECTION PROVIDED BY THE ARBORIST FOR THE PROTECTION OF ROOTS, TRUNKS,· AND BRANCHES DURING THE COURSE OF IMPLEMENTING WORK. 6. THE ARBORIST SHALL KEEP A LOG OF ALL DIRECTION GIVEN TO THE CONTRACTOR, ANY PROBLEMS THAT OCCUR, AND THE RESOLUTION OF THOSE PROBLEMS. THE LOG SHALL BE SUBMITTED WITH CONTRACTOR WORK LOGS ON A REGULAR BASIS. i \ J _•,' __ ,1_ LEGENO & ABBREVIATIONS @] EX STORM DRAIN CLEANOUT ® EX SEWER MANHOLE 0 EX SEWER CLEANOUT 6 EX TELEPHONE PEDESTAL ►IH EX FIRE HYDRANT ~ EX WATER METER ,· • EX WATER VALVE'. B EX IRRIGATION CONTROL VALVE ~ EX IRRIGATION CONTROL BOX EX CURB DRAIN • EX ELECTRIC POWER POLE " CJ EX ELECTRIC PULL BOX PB □ EX ELECTRIC JUNCTION BOX -,; EX STREET LIGHT • EX GAS VALVE ,. >, ,,, ' .LL EX STREET SIGN ' EX TRAFFIC SIGNAL LIGHT 0 EX POST/POLE 0 EX TREE -x-x-x-EX FENCE LI NE STORM DRAIN PIPE. ~ STORM DRAIN I NLt~'. @] STORM DRAIN CLEANOUT ~----<~ SA~_cw{,@Ng) - ----i1 .... -...... , --.! ,. GRAP,ING DAYLIGHT LINE : -.--, s--,' < j AVA ACP .\.-, AS;~f i i C~~CRETE PI PE BFP BACK FLOW PREVENTER TRANS ELECTRIC TRANSFORMER EVLT ELECTRIC VAULT FL FLOWLINE HP HIGH POINT IE INVERT ELEVATION LP LOW POINT STL STEEL (:> POT HOLE/BORING LOCATION "AS BUILT" RCE775/2.. EXP. 6/'3<>//7 REVIEWED BY: DATE I SH2EET I CITY OF CARLSBAD I SHEETS I 1-----+---+----------------i------t---t----t-----'I PUBLIC 1,/DRKS DEPARTMENT 6 l----+---+--------------~---1---+--t----t~-----1 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 • FAX 760.476.9198 • www.RBF.com DATE INITIAL ENGINEER OF WORK / DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM (GRAND AVENUE) GENERAL NOTES OWN BY: __ _ CH K D BY: --,-7f\-- RVWD BY: PROJECT NO. 6608 I DRAWING NO, 457-4H :c ,¢ I.D I '+-..... o, Ln ,¢ rt') .... (1J ' ~ CII I $ ..c VI C 5 ( 12" r -i- 1-~~ f- I¼ ,{! in ..,: '/: ~di --t z "' w, ~i~ CDa_ --i >--1""' + ffin "',,., *:r"' ,t lj!cs-0 00 ' ' ,,., <;( •. :;; . ~ <O f-Lf:) -X ,,., (/) 1;-H w -H 2' bl '< b ,,.,._ z ffi ~ :::.~ Cl)<( WU WG ;u 1'---' •Z '+'!' ·o ~ :u '1' ,u w =i c!>.:,s w ~ •X <00 w t<fHf) SAND USION 6'L[MT - CL AR NC a Ef 1• " ACPi WATE 1--,,~+-+---+--+--+--+-+--l--ll---t-----+-+---+---+--+--+--+-+--l--ll---t-----+-1-'1" V -WATE', -- I --a COLD MILL TOP 2" OF EXISTING AC A.C. OVERLAY MIN 2" A.C. OVERLAY =~-== COLD MILL TOP 2" OF EXISTING AC A.C. OVERLAY EXISTING PAVEMENT SURFACE 100' RIGHT OF WAY DEMO PORTION OF EX CURB-~ "\_ I[ OF EX GUTTER NOTES: 1. A SMOOTH TRANSITION SHOULD BE MAINTAINED FROM THE EXISTING GUTTER FLOWLINE INTO THE BIORETENTION AREA. CURB CUT N.T.S. ·:!@~;:t(~'~/!;_'.S~ul-pC:·~~~Lx~/ EXISTING A.C. PAVEMENT SCARIFY EXISTING A.C. NOTES: . Y TACK COAT TO EXISTING SURFACE RIOR TO OVERLAY. THICKNESS OF OVERLAY DETERMINED BY FINISH ELEVATION. MAINTAIN 2 INCH MINIMUM THICKNESS • I::.. •• A \___ EXISTING A.C. •\- SCARIFY EXISTING A.C .. -PAVEMENT NOTES: 1. APPLY TACK COAT TO EXISTING SURFACE PRIOR TO OVERLAY. 2. THICKNESS OF OVERLAY DETERMINED BY FINISH ELEVATION. MAINTAIN 2 INCH MINIMUM THICKNESS A. . OVERLAY -MATCH EXISTING PAVEMENT A.C. OVERLAY -MATCH CURB & Gu I I ER CEJ.\N l+---------------;,L..... 24" ____________ __, LETS I Er4CIL N.T.S. , NOTES: 1. STENCIL SHALL BE STAINLESS STEEL ASTM B127 MONEL OR EQUAL. 2. WHITE PAINT SHALL BE NON-WATER BASE STRIPING PAINT APPLIED 15 MILS WET FILM THICKNESS. 3. OWNERSHIP OF STENCIL SHALL BE TRANSFERRED TO THE CITY AT THE END OF THE JOB. PAINT COLOR: WHITE STENCIL BY: PIPELINE PRODUCTS SAN MARCOS, CA PH: 1-800-998-1079 N. T.S. Cc:lNSUL TIN'G A Company aker N.T.S. 760.476.9193 1fESS/q, A. -~ .... ~ ~ "" 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 • FAX 760.476.9198 • www.RBF.com ±15 SDWK I 70'± t 'INTERMITTENT 8' MEDIAN ±15' SDWK r INTERMITTENT • CURB POP-OUT n ----__r n [NTERMITTENT 8' CURB POP-OUT~ [;~~:1:==~V~A~R~lE~~~~~~}=========:13'==-VARIES =====n-n ~ U O ----::::::__ ---fT -· --n:======= -~~- u u "AS BUILT" RCE77S'J'L EXP. 6/,o//7 DATE IN 1-------+----+-----------------t---+---t---+-----t .APPJJj~ X?J:t :Y/2 f------+----+--N\---c~~------------f------+--+--+----l Cl~NEIR PE 41204 EXPIRE$ 3 31 2015 A!>-l':,u\LT DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY:~~-. RVWD BY: PROJECT NO. 6608 I DRAWING NO. 457-4H ' 4 'i ~ 9 '}' % >-0 I ~ z w (l'. (l'. <( 0 / <( f- <( 0 7 :c :::c 1.0 id' .... I 0 .... IJ'I c;(· I o:t rn. +-' l!) 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APPLY TACK COAT TO EXISTING SURFACE PRIOR TO OVERLAY. 2. THICKNESS OF OVERLAY DETERMINED BY FINISH ELEVATION. MAINTAIN 2 INCH MINIMUM THICKNESS AC. OVERLAY -MATCH EXISTING PAVEMENT NOTES: 1. STENCIL SHALL BE STAINLESS STEEL ASTM 8127 MONEL OR EQUAL. 2. WHITE PAINT SHALL BE NON-WATER BASE STRIPING PAINT APPLIED 15 MILS WET FILM THICKNESS. 3. OWNERSHIP OF STENCIL SHALL BE TRANSFERRED TO THE CITY AT THE END OF THE JOB. PAINT COLOR: WHITE STENCIL BY: PIPELINE PRODUCTS SAN MARCOS, CA PH: 1-B00-998-1079 N.T.S. ~ ~ ~ i-'-C.'.>i-f_ as~ ~ f~,o "'z -;-.-10 ~ -\CO ,,, sf 0 :D jJ -i( (j9 f ~ ft-~ 8 COLD MILL TOP 2" OF EXISTING AC A.C. OVERLAY MIN 2" A.C. OVERLAY 0 :::, ___j <( I 0 w I :;: ' 1--N :r: f- 50 DCG A E 'i< I --, :;: :'I <( . ,,, ' .;- 0 :::, _J -<( 0 0 z w :;: _J [L ' N ~- f-:::, 0 a:: 0 :r: f- . z 0 0 0) - --, :;: . ,,, 0 f-0 .;-0 w z _J w "-r---en w .;-0 .;- IN TA LEN~ CAPS. f-a:: -N 0 ~ ,no z w "' en N o, N[L <.O -'I--+a:: N Or---r-:r:r--- <{ •. I.() f--,,, .;- (/) .;---H I 8 fil .36i RCP SD, f±:4 . 51 E EQVICE PR(l)SI l+IORIZ. 1"-20' ERif. 1"-2' EXISTING PAVEMENT SURFACE 100' RIGHT OF WAY NOTES: 1. APPLY TACK COAT TO EXISTING SURFACE PRIOR TO OVERLAY. 2. THICKNESS OF OVERLAY DETERMINED BY FINISH ELEVATION. MAINTAIN 2 INCH MINIMUM THICKNESS AC. OVERLAY -MATCH CURB & GUTTER N.T.S. ±15' SDWK I 70'± t INTERMITTENT 8' MEDIAN ±15' SDWK I ~ a:: n ---_/ n INTERMITTENT 8' CURB POP-OUT~ 1 INTERMITTENT 8' CURB POP-OUT _ ~~/~ -~==~V~AR~l~E~S=====il:J=S::====-~I IF==· ==~V~A~Rl~E~S===~~~ ======rlS='== t c---a----=---u ~ GRANDAVE N.T.S. "AS BUILT" RCE 77S 11.. EXP. 6/?,o/ 17 REVIEWED BY: CTOR DATE ~A CITY OF CARLSBAD I SHEETS I 1-----+--+-------------------ji----+--+---+----I ~ PUBLIC \IDRKS DEPARTMENT 6 l-----+--+----------------1----+--+---+----1 IMPROVEMENT PLANS FOR NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM (GRAND AVENUE) DETAILS AND SECTIONS AP~YED / P:IRICK THOMAS ;'. lj ~b{;IX~ , -· Th<~ S 8 J.t PUBLIC WORKS DIRECTOR PE 44223 EXPIRES 6 30 2017 r DATE >-0 :r: u 0 0 < u / a, r--- INLET STENCIL CONSULTING 5050 AVENIDA ENCINAS, SUITE 260 As-e:.v1LT <C N.T.S. CARLSBAD, CALIFORNIA 92008-4386 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ---PROJECT NO. 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S: UOTIO -NOTBS @ 1 2 3 4 4+00 5+00 6+00 7+00 8+0{) (j) PROTECT IN PLACE ® DEMO, REMOVE, AND REPLACE EXISTING WATER VALVE. NEW VALVE SHALL BE THE SAME SIZE AS THE VALVE BEING REPLACED. THE VALVE SHALL BE INSTALLED PER STANDARD DRAWING W-16, MATERIALS PER CMWD APPENDIX C I I I GJ \ \ ~ __J -~ I I APN: 203-294-06 [ __J~ 1 I CITY OF CARLSBAD I <{•. \ 2897 STATE ST . 'l: ': I : EX TRAFFIC SIGNAL/TYP_ ~ I ,,\ I . ·,,, ,~,7 ---- --R/W-- -a:: I :;II ";t -: · .·; -.; , . •' "EX SDMH (j) w w ;~:·· ·~,":_: 41_.21 RIM l ---r,----;,n-i-151 •rf ~-..~1'~,'·: AT TI m U .¥A,t.< I ''>-~r··. , 4" ~. w·,.~. I s OcrnL " + ra EX TRAFFIC SIG. CONTROL BOX APN,203-291-03 MACDONALD PROPERTIES L P; MACDONALD CHILDRENS 1RUST A 1 ET AL o 289B STATE ST UJ I APN: 203-291-02 AHRONEE ESTER REVOCABLE I TRUST I 558 GRAND AYE I APN: 203-291-01 BENCHMARK PACIFIC LTD II 570 GRAND AVE L ---R/W· - -___L_ - ---,--c;;;:J · --R/W ---''-.., J .,.JJS.JELEPHON~rr---_I_ Arr---,EX ·STREET LIGHT (!YP Jc EX WATER METER (TYP) EX GAS METER (TYP) "' :,,,y,~~::f .. -~-1_(_._~_,,t __ ~,J!I;\,,~; ~~~$;;::;:~~~~ :,,:,·\ ~ •·. )::~::_::~';';,,; . G•~ ~•,,"';;, ·-::::-;,rl. ·l ~-,.~(%\. :i;,- . tx BRICK fAV~ER .•'r A ');i'lll'''''''','\~XJ~ ~1;11,~ ~,i,,iTY '.l?/,:,f;''.•,d:iJ;t\iiiij;; ,,::..,·;::.:,;,;:.:; ,;,,,.;: ;,f' .,~~\~rt:~~,;,::;: ,, OF .. ABANbONED 36"SEWER ',,, ,,_. H1 #204, EX ELECTRI ,· ,'",<"'':i~"':'t'", · · SHT 12 OF 39',:;>,·,, •,, '· , '.'', -FS . · -~~ · · ~[NQ['.::'~-,~,1•~· ~r;i, , ":,\; /,'.('": ', '1 ~,,-, :_,:,}\,'~ ~ ,..,,.,,,, 1, ¾!'$,_Ip »~:'o 1 ' ~ 'J ', ' ,, ,, ;,rn"7T:~~~ ;:r.,"[;.9(4":; r ·~~ i~~~)~'-" ~~;nh ~~,1,;,;:,c1;,:,; ~:li',-,~r'fr ~_,11~:~~ ' . " I J8 ELEC f !CAL I-ii 0 w I C w 11 0::: 1- (/) w I- <( II I-I (/) 1! \ m \ I I ~! t:,gJ "'.'.•IST A 5+44 APN: 203-292-09 HUMPHREYS FAMILY TRUST 8 555 GRAND AVE GENERAL NOTES: 0 TRENCH, RECOMPACT, & RESURFACE PER CITY STD GS-24~R GS-26 AS APPROPRIATE. G) SAWCUT (J) PIPE BEDDING AND TRENCH BACKFILL PER CITY STD S-5 FOR PVC, AND SDRSD D-60 FOR RCP © DEMO AND REMOVE EXISTING CURB INLET ® REMOVE EXISTING BRICK PAVERS FOR CONSTRUCTION. REPLACE TO MATCH EXISTING PATTERN AFTER BACKFILL IS COMPLETE. PROV IDE 4" SAND OVER 4" CLASS II BASE FOR BEDDING. DEMO, REMOVE, AND REPLACE DECORATIVE CONCRETE STRIPS IN KIND. ~--0 ~ ® :::EI:L~~R:T~~~~:l::Rp~~R~~T:~~ 2 oN -.Q W SHEET 3 ~ :t. W @ TYPE A CURB INLET PER_ SDRSD D-01. O_.. """' :::C: PROVIDE SMOOTH PAVEMENT TRANSITION '."( en BETWEEN NEW AND EX I ST! NG AC. ~~ i-,;en W@ PRDTECT EXISTING MEDIAN, LANDSCAPE, · W IRRIGATION AND HARDSCAPE, PROTECT IN en PLACE @ DEMO AND REMOVE EXISTING TRAFFIC LOOP. REPLACEMENT OF LOOP IS NOT REQUIRED SINCE THE INTERSECTION IS NOW EQUIPT WITH VIDEO DETECTION @ MODIFIED TYPE B5 CLEANOUT PER SDRSD D-10. USE 0.1' DROP FROM INFLOW ELEVATION TO OUTFLOW ELEVATION INSTEAD OF TYPICAL 12: 1 SLOPE @) RELOCATE WATER PER RELOCATION SECTION DETAIL ON SHEET 3 ® DEMO, REMOVE, AND REPLACE EXISTING WATER SERVICE AND METER. NEW SERVICE AND METER SHALL BE THE SAME SIZE AS THE SERVICE AND METER BEING REPLACED. MATERIALS SHALL BE PER CMWD APPENDIX C AND STANDARD DRAWING W-3 ® PROTECT EXISTING SADDLE IN PLACE AND CONNECT NEW SERVICE TO EX CORP. STOP. ALL METERS, ENDPOINTS, GASKETS, AND BRUSHINGS SHALL BE SUPPLIED BY THE DISTRICT ®WATERLINE SHALL BE THOROUGHLY FLUSHED, BACTERIA TESTED AND PRESSURE TESTED WHEN BEING PLACED BACK IN SERVICE. CONTRACTOR SHALL DEMO, REMOVE AND REPLACE IN KIND ALL SURFACE IMPROVEMENTS. ® THE VALVE SHALL BE INSTALLED PER CITY STANDARDS BASED ON THE VALVE TYPE AND MATERIAL. VALVES SHALL BE DISINFECTED, FLUSHED, AND HYDROSTATICALLY TESTED IN CONJUNCTION WITH THE PIPELINES IN WHICH THEY ARE INSTALLED @ PIPE BEDDING AND BACKFILL PER CITY STD W-2 @ DEMO, REMOVE, AND REPLACE CONCRETE PERIMETER BAND BETWEEN PAVERS AND AC. @ DEMO AND REMOVE CONFLICTING PORTION OF 15" STORM DRAIN. INSTALL END CAPS. @ EXISTING UTILITY TO BE REPLACED.UNDER EXISTING MEDIAN PLANTER. CONTRACTOR TO DIG UNDER PLANTER WITHOUT REMOVING EX CURB LANDSCAPE OR IRRIGATION @ DEMO AND REMOVE EXISTING GRATE INLET ® 2" GRIND AND OVERLAY GRAND AVE BETWEEN STA ±3+40 TO STA ±16+39; REPLACE STRIPING IN KIND AND ADJUST MANHOLES, VALVES, AND MONUMENTS TO GRADE AS NECESSARY @ DEMO AND REMOVE EXISTING CONCRETE, REPLACE WITH LANDSCAPING TO MATCH ADJACENT PLANTER @ INSTALL BIO CLEAN ROUND GISB INLET FILTER WITH TROUGH, TROUGH AND BASKET INSTALLATION PER MANUFACTURER RECOMMENDATIONS. @) 2" AVA PER CITY STD W-7 "AS BUILT" RCF 77 »/7. EXP. ,6/1•/ /7 REVIEWED BY: ~1'-r IN CTOR " 12../;.3/15 DATE DATE 2 N 35•15'34" W 27,80' 10" W.S.P. 1. RIGHT-OF-WAY (R/W) SHOWN ON PLANS'ARE SCHEMATIC ONLY. 2. CONTRACTOR TO VERIFY ALL CONFORMS WITH EXISTING IMPROVEMENTS PRIOR TO CONSTRUCTION. l----+-----1------------t---t----t---t--J I SH4EET I CITY OF CARLS BAD I SH6EETS I PUBLIC V□RKS DEPARTMENT ~IM=P:=R:::O~=E=M~EN':=T:=P.=L4:=N;=S~FO~R=:::==:=::::::===:=::::=:===.===~ STORM ' BEARING/DELTA N 57°14'50" E N 77•24'37" E N 55°58'27" E N _34•01 '33" W *PIPE LENGTH WILL VARY PER DETAIL ON SHEET 3 DEPENDING ON EXISTING ACP JOIN LOCATIONS DRAIN DATA TABLE RADIUS LENGTH NOTE --85.47' 48" RCP 1350-D* --90.30' 48" RCP 1350-D* --252.86' 48" RCP 1350-D* --10.32' 18" RCP 1350-D* *WITH WATER-TIGHT JOINTS 3. CONTRACTOR TO REPLACE EXISTING STRIPING & SIGNAGE DAMAGED DURING CONSTRUCTION. 4. CONTRACTOR TO DEWATER UTILITY TRENCHES AS REQUIRED. 5. TRENCH PLATES ALLOWED. . 6. CONTRACTOR TO REPLACE SURFACE IMPROVEMENTS ASSOCIATED Wl)JI Wf,TER SERVICE, METER, AND VALVE REPLACEMENT. SURFACE IMPROVEMENTS? INCLUDE BUT ARE NOT LIMITED TO ASPHALT, CURB & GUTTER, SIDEWALK, DECORATIVE PAYERS, AND MEDIAN IMPROVEMENTS. 7. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS NOTED ON PLANS. 8. REMOVE AND REPLACE "BOOTH MARKERS" LOCATED IN THE CURB IN KIND. 9. PROJECT SMALL BE PHASE TO IMPACT ONLY ONE STREET SEGMENT PRIOR TO . MOVING JO THE NEXT STREET SEGMENT . aker 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 ■ FAX 7§0.476.9198 • www.RBF.com '"'""-"" . DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION " ,',-'a,> OTHER APPROVAL DATE INITIAL CITY APPROVAL NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM /GRAND AVENUE) j GRAND AVENUE f AP~l~Nmt ~ C!TENG!NEER PE 41204 EXPIRES 3/31/2015 OWN BY; __ _ CH.KO. BY:.~rrr~ RVWD BY: PROJECT NO. 6608 u !t~/2,f-'oAi'E E Q. N :: ~ ., c--i 1 t ... ' ::, -::::. 4 ro s -::::. ~ '{; ·;~ ~' )-,f 0 ' :r: \ u ' ', z i w ). O' a:: <C ;\ 0 ,:' "\ ('.l 3' 0 .,: 0 0 ' I 0. 2 I :r: ~ I ,.... '° ~ I m ,.... m n n / 1 '• > _J 0 ,/ 0 0 <( u ,/ m ,.... m n n ~ ,/ <( f- --ci<f•S-'C' o_ ,/ :r: :J: <::I" I ..... i.n <::I" c:, s C 1.0 -0 i.n '· .... a,' a, J:• V, 8+00 APN: 203-291-01 BENCHMARK PACIFIC LTD II 570 GRAND AVE @ 1 2 3 4 5 9+00 10+00 STORM DRAIN DATA TABLE BEARING/DELTA RADIUS LENGTH NOTE N 55°58'27" E --50.78' 48" RCP 1350-D* N 55°58'27" E --110.94' 48" RCP 1350-D* N 55°58'27" E --178.28' 48" RCP 1350-D* N 34°01'33" W --3.00' 18" RCP 1350-D* N 34°01 '33" W --7.72' 18" RCP 1350-D* *WITH WATER-TIGHT JOINTS APN: 203-301-05 MURPHY MICHAEL K TR; MURPHY HOWARD F TRUST 640 GRAND AVE .. ,,, 10 0 APN: 203-304-19 JPMORGAN CHASE BANK NATIONAL ASSOCIATION 699 GRAND AVE J,;;'4Q;; '" 60 GENERAL NOTES: 1. RIGHT-OF-WAY (R/W) SHOWN ON PLANS ARE SCHEMATIC ONLY. 2. CONTRACTOR TO VERIFY ALL CONFORMS WITH EXISTING IMPROVEMENTS PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO REPLACE EXISTING STRIPING & SIGNAGE DAMAGED DURING CONSTRUCTION. 4. CONTRACTOR TO DEWATER UTILITY TRENCHES AS REQUIRED. 5. TRENCH PLATES ALLOWED. 6. CONTRACTOR TO REPLACE SURFACE IMPROVEMENTS ASSOCIATED WITH WATER SERVICE, METER, AND VALVE REPLACEMENT. SURFACE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO ASPHALT, CURB & GUTTER, SIDEWALK, DECORATIVE PAYERS, AND MEDIAN IMPROVEMENTS. 7. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS NOTED ON PLANS. 8. REMOVE AND REPLACE "BOOTH MARKERS" LOCATED IN THE CURB IN KIND. 9. PROJECT SHALL BE PHASE TO IMPACT ONLY ONE STREET SEGMENT PRIOR TO MOVING TO THE NEXT STREET SEGMENT. CONSTRUCTION NOTES CD PROTEyT IN PLACE (D TRENCH, RECOMPACT, & RESURFACE PER CITY STD GS-24 OR GS-26 AS APPROPRIATE. G) SAWCUT Ci) PIPE BEDDING AND TRENCH BACKFILL PER CITY STD S-5 FOR PVC, AND SDRSD D-60 FDR RCP ® REMOVE EXISTING BRICK PAYERS FDR CONSTRUCTION. REPLACE TO MATCH EXISTING PATTERN AFTER BACKFILL IS COMPLETE. PROV IDE 4" SAND OVER 4" CLASS I I BASE FOR BEDDING. DEMO, REMOVE, AND REPLACE DECORATIVE CONCRETE STRIPS IN KIND. @ TYPE B5 STORM DRAIN CLEANOUT PER SDRSD D-10 ® DEMO, REMOVE, AND REPLACE EXISTING WATER SERVICE AND METER. NEW SERVICE AND METER SHALL BE THE SAME SIZE AS THE SERVICE AND METER BEING REPLACED. MATERIALS SHALL BE PER CMWD APPENDIX C AND STANDARD DRAWING W-3 @ PROTECT EXISTING SADDLE IN PLACE AND CONNECT NEW SERVICE TO EX CORP. STOP. ALL METERS, ENDPOINTS, GASKETS, AND BRUSHINGS SHALL BE SUPPLIED BY THE DISTRICT @WATERLINE SHALL BE THOROUGHLY FLUSHED, BACTERIA TESTED AND PRESSURE TESTED WHEN BEING PLACED BACK IN SERVICE. CONTRACTOR SHALL DEMO, REMOVE AND REPLACE IN KIND ALL SURFACE IMPROVEMENTS. @ DEMO, REMOVE, AND REPLACE EXISTING WATER VALVE. NEW VALVE SHALL BE THE SAME SIZE AS THE VALVE BEING REPLACED. THE VALVE SHALL BE INSTALLED PER STANDARD DRAWING W-16, MATERIALS PER CMWD APPENDIX C @ THE VALVE SHALL BE INSTALLED PER CITY STANDARDS BASED ON THE VALVE TYPE AND MATERIAL. VALVES SHALL BE DISINFECTED, FLUSHED, AND HYDROSTATICALLY TESTED IN CONJUNCTION WITH THE PIPELINES IN WHICH THEY ARE INSTALLED @ PIPE BEDDING AND BACKFILL PER CITY STD W-2 @ CONNECT TO EXISTING INLET @ 2" GRIND AND OVERLAY GRAND AVE BETWEEN STA ±3+40 TO STA ±16+39; REPLACE STRIPING IN KIND AND ADJUST MANHOLES, VALVES, AND MONUMENTS TO GRADE AS NECESSARY @ RELOCATE SEWER LATERAL PER CITY STD S-7. "AS BUILT" RCF 7751Z. EXP. 6/Jo//7 REVIEWED BY: IN~~-~ DATE DATE >-CJ :r (:) z w ri:: Q". <(, 0 ------l---+---+------------t----t-----t---t------1 I SHSEET I CITY OF CARLS BAD I SH6EETS I PUBLIC \-/DRKS DEPARTMENT ::==::::'..-'=============~ ,,h A aker Company 760.476.9193 . ,-., -.. , -'" •"-" '--~:- 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 • FAX 760.476.91.9_8 • www.RBF.com DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR NW QUADRANT STORM DRAIN IMPROVEMENT PROGRAM (GRANO AVENUE) GRAND AVENUE PIRES 3 31/2015 PROJECT NO. 6608 I DRAWING NO. 457-4H µ: -C,•'\;."'-~,>'\.-, _.,,,,..,~-,:.;., ~'w'-rX, -.• ,,-•.• • _,,::. -'• -;~-.:.-· :;:,:,-,;;,.";il!s·,',C:'-"' ~t Ji,~;,&, • "'""'·' ,o"',!r,S,t;t ·, _,,,._,,,,,,:C,;,;',:O'~,;,,:<c.,i;,:Yi!t't:-_,_,-;,:", . :, , :.>,¼'{'i!'~i\Vj<•;c,._ ,;-;;;~-,<,;.iA,-,,,;,=.;}ro<l,K,:"~'"'·'';: ;,1; .'<l,~;~·.(•:~--.'..',a,,;:,-"' ~Wt'.'."--'U:;l!'.i\,"¢:-s.e,,,is:,•\c"'""'','i:~4•~",,\ai'_:"" /4'.;J<l' :-~.~:!'.:<'IJ/ti: ei\...f>:.C#~;~N';'>}\c<\·'C'(Z~.'=:. ~ •; / • ,,:,.,~,• '· C Je','t~,1;;+•,\Cfcl0J;cl,!,\,;c,,;'(fNt2.w,-,:s,i¾w~-;;-;-_J)/:.J'i;c,;'.\)],C:<e•.:;,tr,:;,'>,;;,-"".\'4,,\.'\!;; , •• ~,;,,Jf I - I / :c o::I" 1.0' I -..... 0 a.n -=:I" 1.0 +' C, QI QI $ .c ii) Cl 12+00 / 19 56 62 59 63 STORM DRAIN DATA TABLE @ BEARING/DELTA RADIUS LENGTH NOTE 1 N 59°54'54" E --149.83' 36" RCP 1350-D* 2 N 85°2s•14" w --49.29' 24!' RCP 1350-D* 3 N 55•57'52" E --120.71' 36" RCP 1350-D* 4 N 34°D4'10" w --2.55' 36" RCP 1350-D* 5 N 55°58'27" E --44.72' 48" RCP 1350-D* 6 N 34°01 '33" W --9. 17' 18." RCP 1350-D* *WITH WATER-TIGHT JOINTS II II II II II II 13+00 1. RIGHT-OF-WAY (R/W) SHOWN ON PLANS ARE SCHEMATIC ONLY. 2. CONTRACTOR TO VERIFY ALL CONFORMS WITH EXISTING IMPROVEMENTS PRIOR TO CONSTRUCTION. LENGTH 10.00' 10.00' 10.00' 7 .81' 3. CONTRACTOR TO REPLACE EXISTING STRIPING & SIGNAGE DAMAGED DURING CONSTRUCTION. 4. CONTRACTOR TO DEWATER UTILITY TRENCHES AS REQUIRED. 5. TRENCH PLATES ALLOWED. 6. TRAFFIC SIGNAL AT JEFFERSON HAS VIDEO DETECTION. TRAFFIC SIGNAL LOOPS DO NOT REQUIRE REPLACEMENT. 7.CONTRACTOR TO REPLACE SURFACE IMPROVEMENTS ASSOCIATED WITH WATER SERVICE, METER, AND VALVE REPLACEMENT. SURFACE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO ASPHALT, CURB & GUTTER, SIDEWALK, DECORATIVE PAYERS, AND MEDIAN IMPROVEMENTS. 8.CONTRACTOR TO RE-PAINT RED CURB TO SAME LIMITS AS EXISTING. 9. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS NOTED ON PLANS. 10. REMOVE AND REPLACE "BOOTH MARKERS" LOCATED IN THE CURB IN KIND. 6" 6" 6" 6" 11. PROJECT SHALL BE PHASE TO IMPACT ONLY ONE STREET SEGMENT PRIOR TO MOVING TO THE NEXT c STREET SEGMENT . · -.>-• 14+00 NOTE CURB & GUTTER PER SDRSD G-2* CURB & GUTTER PER SDRSD G-2* CURB & GUTTER PER SDRSD G-2* CURB & GUTTER PER SDRSD G-2* CONSULTING A aker Company 760.476.9193 15+00 I I 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 • FAX 760.476.9198 • www.RBF.com DATE INITIAL ENGINEER OF WORK 16+00 1 CONSTRUCTION NOTES DATE INITIAL DATE INITIAL . REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL @ DEMO, REMOVE, AND REPLACE EXISTING WATER VALVE. NEW VALVE SHALL BE THE SAME SIZE AS THE VALVE BEING REPLACED. THE VALVE SHALL BE INSTALLED PER STANDARD DRAWING W-16, MATERIALS PER CMWD APPENDIX C RC, 77517... EXP. 6/'3 4/17 DATE REVIEWED BY: CITY ENGINEER PE 41204 EXPIRES 3/31/2015 OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: ~(s=H~) ~ 6608 457-4H E 0. I'-"' .;,: ,.. ':::. <D ':::. i ( ! >-0 I u z w O' O' <( 0 ('.) $ 0 0 0 0 I o._ 2 I I " I I'-"1 " I "' I'-"' "' "' ~ / > _J 0 / 0 0 <( u / a, I'-"' C') "' / <( f- <( 0 o._ / I