Loading...
HomeMy WebLinkAboutDWG 430-1A; 3920A; WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE; 01-06,o C 0 u " 2 0 ' F " u LJ 0 ~ q LJ " 0 7 ' " / u D D , Q '-;, T GENERAL NOTES 1. ALL WORK SHALL BE OONE ACCORDING TO THE APPROVED PLANS AND SPECIFICATIONS, AND THE CURRENT CITY OF CARLSBAD STANDARD SPECIFICATIONS, THE CITY OF CARLSBAD STANDARD DRAWINGS AND ALL APPLICABLE CITY OF CARLSBAD ORDINANCES. CONSTRUCTION PLANS FOR 2. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. EL CAMINO REAL MEDIAN IMPROVEMENTS 3. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES (ABOVEGROUND AND UNDERGROUND) AND FACILITIES SHOWIN 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 . (PROJECT NO . 3920-A) 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK . 5. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH COMPANY REPRESENTATIVES IMPROVEMENT>-----~ PROJECT UNDERGROUND SERVICE ALERT (800) 422-4133 SAN DIEGO GAS & ELECTRIC (800) 660-7343 AT&T (800) 892-0123 TIME WARNER (760) 438-7741 SEWER, CITY OF CARLSBAD (760) 434-2980 WATER, CITY OF CARLSBAD (760) 438-2722 6. PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION , SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. 7. A CITY OF CARLSBAD INSPECTOR WILL BE ASSIGNED TO THE PROJECT. ALL INSPECTION REQUESTS SHALL BE COORDINATED THROUGH THIS PERSON AS STATED IN SECTION 2-11 OF THE GENERAL PROVISIONS. 8. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION . 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER OF WORK PRIOR THE FINAL ACCEPTANCE OF WORK BY THE CITY. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 11. A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AND THEIR CONSULTANTS AS AN ADDITIONAL INSURED ON THE CONTRACTOR'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. VICINITY MAP N'LY R/W (1 O') VARIES FROM (9') TO (12') 63' (53') \ BASIS OF BEARINGS AND COORDINATES NAO 83 (1991.35 EPOCH) POINTS AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF SURVEY NO. 17271 VERTICAL DA TUM IS NGVD 29 USING POINTS: 108 N 1996667.594 E 6248033. 709 2.5" DISK IN DRAINAGE BOX INLET ON NORTH SIDE NTS OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE 97 N 1992628.340 E 6250181.587 DISK IN MEDIAN ISLAND CURB AT END OF CURVE OF EL CAMINO REAL, 350 FEET NORTH OF PALOMAR AIRPORT ROAD IN LEFT TURN POCKET. VARIES FROM (63') TO (76') VARIES FROM (53') TO (66') CITY OF CARLSBAD CARLSBAD, CALIFORNIA (1 o') CITY COUNCIL SALK AVE CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MA TT HALL -COUNCIL MEMBER MARK PACKARD -CO UNCIL MEMBER JULIE NYGAARD -COUNCIL MEMBER LANDSCAPE REPAIR FARADAY AVE S'LY R/W I LISA HILDABRAND INTERIM CITY MANAGER GLENN PRUIM PUBLIC WORKS DIRECTOR 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 SPECIF/CATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HARRIS AND ASSOCIIITES ADDRESS: 7. 8 SJ'RffT, SUITE 1800 VARIES FROM 8' LEFT TO 9' RIGHT 1 o· SAW CUT 1 {I -.:J -I -------,_JI- DIE:GO, CAL/FORNI/I 9210 I (619)2.36-1778 FAX (619)236-1179 1--------=r I I i_:-__;- EXISTING GRADE~ -~ ---I ------- :r ----------~~ 6"AC OVER 14" BASE ftNSER/0EQGRO EL CAMINO REAL TYPICAL SECTION FROM STA 95+80 TO STA 98+00 BENCH MARK: S. GE:RGE:S DATE: R.C.E:. 59991 E:XP. DATE:: 6/30/06 PREPARED BY: HA(RIS & ASSOCIATES 5/ ~ Stroot, Suite I BOO Spn Diego, CA 9210 I IMPROVEMENT PROJECT 1MPALA DR LOCATION MAP NTS SHEET INDEX SHEET NO. 1 2 3 4 5 6 DESCRIPTION TITLE SHEET, VICINITY MAP AND LOCATION MAP PLAN & PROFILE LANDSCAPE REPAIR -/RR/GA TION PLAN LANDSCAPE REPAIR -PLANTING PLAN LANDSCAPE REPAIR -/RR/GA TION DETAILS LANDSCAPE REPAIR -PLANTING DETAILS COUNTY OF SAN DIEGO BENCHMARK R1B00 355+09 BC. CENTERLINE IIELL MONUMENT AT IN TERSECT10N OF EL CAMINO REAL AND FARADAY. J" BRASS CAP RC£ 36433 (619) 236-1778 • FAX (619) 236-1179 NGVD 29 ELEVA110N -31 7.114 FEET I ,4$ /Jtl/LT DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION LEGEND DESCRIPTION SYMBOL STREIT CENTERLINE STREIT RIGHT-OF-WAY PROPERTY LINE EASEMENT LINE PROPOSED MEDIAN CURB GS18 CURB (EXISTING) STORM DRAIN (EXISTING) CONCRETE BROW DITCH EXISTING GAS LINE EXISTING ELECTRICAL LINE GAS CATCH BASIN/CURB INLET (EXISTING) CATCH BASIN PIPE COLLAR CONCRETE (PROPOSED) 1· : ·.·· ._-•. :1 I 'J AC PAVEMENT (PROPOSED) 0 0 0 0 0 0 0 0 0 @ @ @ @ e @ CONSTRUCTION NOTES SAWCUT LINE. PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING TREE. CONSTRUCT 6" MEDIAN CURB PER CITY OF CARLSBAD SID. PLAN GS-18. CONSTRUCT MEDIAN TAPER PER APWA SID PLAN 140-2 (L=120' W=17'). ADJUST EXISTING GAS VALVE (WORK TO BE DONE BY UTILITY OWNER). CONTACT UTILI TY OWNER· AT (714) 560-4940 TO SCHEDULE WORK. CONSTRUCT 4" PCC COLORED & STAMPED CONCRETE TO MATCH EXISTING, OVER 8" COMPACTED SU BGRADE. CONSTRUCT 6"A.C. PAVEMENT OVER 14" BASE OVER COMPACTED SUBGRADE PER TYPICAL SECTION DETAIL SHEET 1. REMOVE PLANTER. REMOVE EXISTING INTERFERING IRRIGATION AND CAP ABANDONED SERVICE LATERALS. REMOVE AND DISPOSE EXISTING A.C./A.B., CURB & CONC PAVING. INSTALL TYPE IV (L) OR (R) PAVEMENT ARROWS AS SHOWN ON PLAN, PER CAL TRANS STANDARD PLAN A24A (TH ERMOPLASTIC). INSTALL 8-INCH WIDE WHITE CHANNELIZING LANE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. INSTALL 4-INCH WIDE WHITE LANELINE AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20A, DETAIL 9. INSTALL LEFT EDGELINE PER CALTRANS STANDARD PLAN A208, DETAIL 24. r;;;,., REMOVE EXISTING LANE CHANNELIZATION STRIPE FROM STATION 94+00 TO ~ STATION 98+00 BY WET SAND BLASTING. DA TE INITIAL OlHER APPROVAL LIST OF ABBREVIATIONS DA TE INITIAL aTY APPROVAL BEG.=BEGIN EJ=EXPANSION JOINT EXIST. =EXISTING FL=FLOWLINE FS=FINISHED SURFACE LT=LEFT RT=RIGHT SD=STORM DRAIN S'L Y=SOUTHERLY TC=TOP OF CURB TEL= TELEPHONE TYP= TYPICAL W=WATER WP=WEAKEND PLANE I SHE1ET I CITY OF CARLSBAD isl ~ __ E_N_G_IN_E_E_RI_N_G_D_E_P_AR_M_E_N_T __ ~ ~ EL CAMINO REAL MEDIAN IMPROVEMENTS TITLE SHEET, VICINITY MAP AND LOCATION MAP WILLIAM E. PLUMMER .P p A~ .3::,,; -t'"" DEPUTY CITY EN NE R RCE 28176 EXP. 3 31 08 DA TE DWN BY: MP CHKD BY: MHW FIELD BY: PROJECT NO. 3920-A DRAWING NO. 430-1A JN. 062-0340.02 0) 1-z IU ~ ~ 0 IC Q, ~ -z ~ -Q IU ~ J ~ IU IC 0 z -~ ~ 0 J IU ' 0 ~ -Ci) 0 ... -w O'IC) I -> ) C C c n u " 0 I ' u, / 7 <: 0 z . I -- - . I I ,,,n'. t-----+----+--1-+--+-+--+---+--+-f--t-+--+--+----+--l-t-+-+--+--+---+--lr-t-+--+--+---+--t-+--+--+--+----+---+--t-t-+-+--+--+----+----ir-+--+--+--+---+--t-t--t PROPOS . [)-C:RAl'lE ~AT,M , 01· 'N-e ---t----+--1-t-t-+--+----+---+--lc-t-t-+---i~.=-.:_:-~2d,· --t-f--+-+--+--+----+--lf--t-+-+--+---+--1 E ISTIN< · GRADE AT >Rt POSED T :~ 1 ~ l-+-+---l--+-l-ll-+-+--+--l--~-l-l-+-+--l--+-l-11-+-+--+---l--+-l-l-+-+--+--+-+-I-J-+-+-'°+'"4''-"'f-""~'t=--'f-'---l-'-"'f-4'="'f-'-'f-l\~+--l--+-+-I-J-+-+-l--+--f-f-+-+--+\-+--+-l-f-+-+--l--+00<0,¥--t---t---t-'rn ~-~c-+-+-+-+➔-+--+--+--+--+--+--i-+--i \ 01-LL C.,~rc, ..... l-----+-+-l---+-+-++-+--+-l-+-+--+--+-+--l-l-+-+-+--+--+--ll-+-+--+-+-+--l-f-+-+--+---+-+--l-f-+-+-+--+-+---,r-+-+-+-+-+',-i-f-+-++-+-+--l-f-+--+-+--+mt;-;-r.--'1t--t-+~· ~,----i-t-+v>l•co· "' "' ~-f--+--+--+--+-+--;-1--+-+--+-t---t-l \ 00 0 .!J J. r--,n ct, O r--,-:i R0POSE · -GR-A E-A-T-MEDI-AH-F<-,+---+--+--+---t-l--+--+--+--+-+\+--+--+--=OO+O---t.!J-1--+--H~· ~C>-,1LL>-+--+-+-~::r:~c-~±-, --;\\--lr-t-~ ~ J; r--~-l ~ ~-~ .;---f--+-+---+--+----+--1-t-+-+--+--+----+--I l-----+-+-l-+-+-+--+--+-+-1-+-+--+--+-+-l-+-+-+--+--+-+-11-+-+--+--+-+--+-+-+-+--+--+-+--+-l-+--,\--l--+--+---l-+-+--+a,lc-,--h--\f---l--+-'-" "'"'·~1--1--+-,o-·-.t-+1--1--1-t-"'r 1=0>~,-<-,-+-+-i"-· ~-~·'-+-+-+"'c+"'cc"',JO--+--+--+""f"'-'l~"'-''!-+-+--+--+--+--ll-+-+-++-+--+-1---1 \ ~~ •. J c.,j:::4-ll)O')dl olt1& ;.~~ \ m~r-o ~-==4 --1-t----1---ih,k--t \-+-t-P...· N -' <0-<Q''4---j-f-,m· tc>·f'0--t-Vf--t--t-+--+-t---t-f--+--t--+--t----+--l-t-+-+--+--t---t--lf--t--t-+--t--t---l-l--l 318 ~~sa CDU..LJ i ll)O>J, ~~ii) \ +(Oil) r;;;;:;r6 1--~~----t---t--1-,--+-+--+-+---t---,f--+--+--+--+--t--;-1---i--t--+--i----+--lr-t-+--+--+---+--l-t-+--+--t1' 1 H e 'F"""t:1:@· '---<-1,-+N+-"":=~1---+--1---,1-+ 10i7l.+.· -+--\,+--H.,,~I~ ~-t-r-+-"+·-''+-+-+--l-t-+--+'"'T-+-l·--lr-+-+-+-+--+-t-l-t--t-+--t-:c±4-t-+-+-+-+-+--ll-t-+-+-+-t 9,,,..._,,.._ul o;;;•, "'~ ~.:;;~ 1\ , -0.08% 0.6~ f-l-+-+---l--+--+-11-+-+--+--+-+--+-+-+-+--+--+-+-ll-+-+--+--+-+--+-l-+-+--+--+-+.,C) ~ l(L~x-1-'o .~~ ,-t--,r\\·-~--n-== ... ~6 .• 0 _.. f w + .,.; ·" 1 l'JRl \ I I Ol.80% --- l-----+-+---+--+----+-+-l--+-+--+--+----+--lf--t-+---+--+---+-+-f--+-+--+--+----+--1-1--+-+--+----+-+-• ' "' 1 i '-6"-'+;;:; ~ z ~·;;:;~ \ ~ 'oo% ,~ =..l 1!2e% >-+---+---+--+-+-+>--+-+--+--+--+-+->--+---+---+--+-+-+>--+-+--+--+--+---t-o--+--+---+--+--+-~ ~~ Sl-,>--t-+--+-+-+-\f-r-t-+-+-+-t--1-=ob. g"'6cl,% • 1. ~,. • o4-% iloot 316 ,.so% ' . '~~ • ~ I .oi.%°.: --•--Q_.96 314 --I - --- +--+--+--+ -,-. - - 312 l-+--f-+-l-+---11-+---1--1--f--l--f--l--f--l--f--l--f-+-+-+-+-+--+-+-+-+-+--+--+--+--+-+-+-+-+-l---+-l---+-F---•r--+-,~A\-, ff-N-fP--ff g.,4 ll 0 0 0 0 0 0 0 0 0 @ @) @ @ CONSTRUCTION NOTES SAWCUT LINE. PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING TREE. CONSTRUCT 6" MEDIAN CU RB PER CITY OF CARLSBAD STD. PLAN GS -18. CONSTRUCT MEDIAN TAPER PER APWA STD PLAN 140-2 (L=120' W=15'). ADJUST EXISTING GAS VALVE (WORK TO BE DONE BY UTILITY OWNER). CONTAC T UTILITY O'MIIER AT (714) 560-4940 TO SCHEDULE WORK. CONSTRUCT 4" PCC COLORED & STA MPED CONCRE TE TO MATCH EXISTING, OVER 8" COMPACTED SUBGRADE. CONSTRUCT 6"A.C. PAVEMENT OVER 14" BASE OVER COMPACTED SUBGRADE PER TYPICAL SECTION DETAIL SHEET 1. REMOVE PLANTER. REMOVE EXISTING INTERFERING IRRIGATION AND CAP ABANDONED SERVICE LATERALS. REMOVE AND DISPOSE EXISTING A.C./A.B., CUR B & CONC PAVING. INSTALL TYPE IV (L) OR (R) PAVEMEN T ARROWS AS SHO'MII ON PLAN, PER CAL TRANS STANDARD PLAN A24A (THERMOPLASTIC). INSTALL 8-INCH 'MDE WHITE CHANNELIZING LANE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. f'u\ INSTALL 4-INCH 'MOE WHITE LANE LI NE AND INSTALL RAISED PAVEMENT ~ MARKERS PER CAL TRANS STANDARD PLAN A20A , DETAIL 9 . @ INSTALL LEFT EDGELINE PER CAL TRANS STANDARD PLAN A20B, DETAIL 24. ~ REMOVE EXISTING LANE CHANNELIZATI ON STRIPE FROM STATIO N 94+00 TO ~ STATION 98+00 BY WET SAN D BLASTING . LEGEND D PROP OSED AC PA VEMEN T D PROPO SED CONCRETE ' ' ' . ,. SC ALE HORIZ: 1 "=20' 318 316 314 312 1------+----+--I-+--+· +-+--+--+----+--l-t-+-+--+--+--+----if--t-+--+--+----+--l-t-+-+--+--+----+--lf--l--+-+--+--+-t-f--+-+--+--+-+--l-t-+-+--+--+----+--lr-t-+--+--+--+-t-t-f--+--+--+---+--l-t-+--t--+--+----+--lr-t-+--+--+---+--l-t-+--+--+--+-+--1-,---t-+--+--t----+--,r-+--+--+--t--+-t-+--+--+--+---t--+--l-t-t--t--+--t----+--lr-t-+-+--+---+--l-t-t--+--1 VERT: 1 "= 2· - 91+00 --/- ~ -,- j I -- - ------- - ~ -, A. ---------' ---- • ••.:r -------- 9s+so /4'2, T/ 7-z z -10 • U04 l>I" :a---1 , , (J.... OATE Q<e{Joliom DATE -- 96+00 EL (0 N 9S+oo --,--- -0 ** NOTE R/W ------- CAUTION: CONTRACTOR TO EXERCISE ~ CAUTION IN THE REMOVAL OF TREE OVER SANT A FE PACIFIC PIPELINE (SFPP) PRIOR TO REMOVAL, VERIFY EXISTING IRRIGATION LINE LOCATION . IRRIGATION WATER SUPPLY TO EXISTING TREES SHALL BE MA INTA IN ED . 97+00 CAMINO BENCH MARK: COUNTY OF SAN 0/E:GO BENCHMARK R1800 355+09 BC. CENTERLINE ltELL I.IONUI.IENT AT INTERSECnON OF EL CAI.I/NO REAL AND FARADAY. 3• BRASS CAP RC£ J64JJ NGVD 29 ELEVA nON -J17.11< FEET 98+00 PREPARED BY: 1111 HARRIS & ASSOC/A TES 750 8 Sire•/, Suit• 1800 t ,~ !,ego, CA 92101 f )9' 236-1778 • FAX (:1 9) 236-1179 .. A / -?.Id"! ElfAP' §. 'CERGES. R.C.E. 59991 DATE " 5/23/06 EG A\. ADDED liotEDIAN CONSTRUCTION. ,, .4881/ILT DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL 20 0 20 40 ' 1" = 20' GR APHIC SCALE AP ~R,,OVED: 'MLLIAM_..k.,P1,U MMER .,.;///h.-· /, ~ J-.5-QB DEPUTY CITY EN~NEER Rt.> 28176 EXP. 3/31/08 DATE DWN BY: MP CHKD BY: MHW FIELD BY: PROJECT NO. 3920-A DRA'MNG NO. 430-1A 0 ~ N (j') 0.p. -w O>c:, I .... l> ... IRRIGATION LEGEND SPRINKLERS SYMBOL MANUFACTURER MODEL/DESC. GPM PSI RAD c- () G) '7 V RAINBIRD *1806 -SAM-PRS-1 0Q .39 30 1 0' *11806-SAM-PRS-1 OH RAINBIRD .79 30 1 0' RAINBIRD ,18Q6-SAM-PRS-12H 1.30 30 12' RAINBIRD 1.23 30 * ~ 806-SAM-PRS-15T 15' RAINBIRD ;,f-80G-SAM-PRS-15H 1.85 30 15' [Z] RAINBIRD 1806:-15SST 1.21 30 4X15 © HUNTER ROTOR (EXISTING) @ -. -•. HUNTER l-20-6P-ADV-.75SR .58 30 23' -.,..--,----:::~~:_.:...=.:...:--~~~~--------::_:_--..---.r---~--,,------..,-~~= .RAIN.6,IRD /8ll-5AM-PR5-IOF 1.51:f---~-g(J~> _; ···10.1 · . 0' RAIN BIRD 1812· SAM· PRS-IOI/ O.l!i_-__~:-30 _JO' .:,i.. AtJLJ/ T/0#/JL $,0,RJAlkLER llc.405 IN5z:4LI.EfJ 451140£1£.1 .. 1812 ,,. / I ~ ,;;- \· "{"" ,· I -H V IRRIGATION LEGEND VALVES AND PIPING DETAIL SYMBOL MANUFACTURER MODEL/DESC. DETAIL I-Q1 ~ KBI RAINBIRD BTU-XXX "BLOCKED TRUE UNION" BALL VALVE 100 PESB CONTROL VAL VE (1" SIZE) I-GX I-F1 1-Q1 I-Q1 I-Q1 ·······1~01. I-Q1 I-P2 - .. ---.. ..L s ASSOCIATION CONTROLLER P.O.C. EXISTING DISPOSITION NOTES: [) PROTECT IN PLACE (TYP.) : (2) FURNISH AND INSTALL NEW SPRINKLER HEAD AND LATERAL PIPING. CONNECT TO END.OF EXISTING LATERAL LINE. AS APPROVED SCHEDULE 40PVCLATERAL ......... . I-J1 (3) INSTALL ADDITIONAL SPRINKLERS (MATC!n • EXISTING).IO ON $IIE_IRRIGAIJON S'(STE;~ LINE (12" COVER MIN.) •·,, .. ,' ... E ,' CONTROLWIRE/ ....... BURY 18" DEPTH -REFER TO ·····. ····· ······. ··· LOW... VOL.T ..... A ... G.·.·.· E " .. . ····· SPE;~S .. ... . •-,-,.,. _, PRESSURE MAINLINE ······· .......... (EXISTING) .... ._ .. -.... ··~-. ._ __ I-J1 AS REQUIRED TO PROVIDE 100% COVERAGE FOR ALL NEW PLANTED AREAS. @ CONNECT TO EXISTING MAINLINE -CONTRACTOR·· • . ....... :.: :.·.· .. ' .................. ·.•··s·· H .. A. 'L•·L··p··or·H· OLE······T··o·vcR1F···y···Ex1·s· ·T··IN,....MAtN· LINE ................... ... ............ ....... ....... .. ' .. , ... , ........ ' . --· . . .. ,.,.,., ...... , ..... --[;;-.... ,.,. ·····C: ...... ~--\ LOCATION PRIOR TO START OF WORK. @ CRC EASEMENT LANDSCAPING SHALL BE ······ ............................... FARADAY ·•·•····. ·· · ·· ·· ······IRRIGATED SEPARATELY FROM PRIVATE ON, SITE A VEN u E LANDSCAPING. VALVE KEY LATERAL PIPE SIZING SCHEDULE 40 -(GPM) -:l ,-----j 2 t, 'II \ Q ' • Ctl(e, CAP_) (TJ;, G)EXISTING SIDEWALK ,:·--- <i ;';.4 b VALVE NO. r--+~ 4 ,, FLOW(GPM) VALVE SIZE ~ ,. <! b,· -·~ l" 0-8 ·······Ti ....... gen 1j• 14-23 1j• 24-32 2" 33-50 2 l" 51-74 < ,~ (., b ., e 4 _J <( w Cl':: 0 z ~ <( (.) _J w APN 212-062-12-00 5815 EL CAMINO REAL f •---------.J CR.C L DSCAPE---'--" j Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG G)EXISTING WALL "l__ __ --1 3 I--------' 0■1· --1·0 • --1.o· --r· SCALE: 1" = 10'-0" .. ' , __ +.., ';,· ' NORTH BENCH MARK: COUNTY OF SAN DIEGO BENCHMARK R1B00 355+09 BC. CENTERLINE WELL MONUMENT AT INTERSECTION OF EL CAMINO REAL AND FARADAY. 3" BRASS CAP RCE 36433 NGVD 29 ELEVATION = 317.114 FEET SET J\CK (TYP.) /i CCIT -411.0 c;,,p A GHT ---i.s---- LINE ( ) G) XISTING ASS CIATION RRIGATION MAI INE I G) EXISTING LAWN IRRIGATION TO REMA! N -PROTECT IN PLACE C G)EXISTING CONTROLLER ·,m:e·1tr1R:¥ru,3c · zh ·»m!ffi •~wt.re /:.4"!~ r:a,~ z.gz -1<> ~. 'Z-9176,_ 01>' ,2,:!>1/)/2= OAll!: : ' ' E:J Cl~~INE?~G ~t~bE~TBAD ~ EL CAMINO REAL MEDIAN IMPROVEMENTS LANDSCAPE REPAIR-IRRIGATION PLAN Gary F. Hoyt 1---I --+--1-----------+-----l----l-----l~ ~----------' ' APPROVED WILLIAM E. PLUMMER --...., o/, '.~l-»-'»,1-....-u,-08 landscape archllecture, inc. i "·,. :,,;, · -' ~~ -, _ ,- 13625 Adrian St DEPUTY CITY ENGINEER CE 28176 EXP. 3/31/08 DATE Poway CA 92064 i----+---+.~~=----------+---1----1-----1---J DWN BY: PML /?9 81.1/lT tel-(858) 486-4931 !,• DATE CHKD BY: GFH DATE INITIAL DATE INITIAL FIELD BY·, REVISION DESCRIPTION OF OTHER CITY PROJECT NO. 3920-A DRAWING NO. 430-1A G72iGS •--.. i Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG · .. SYMBOLS NOTES: • PLANTING LEGEND BOTANICAL NAME COMMON NAME BEGONIA RICHMONDENSIS PHORMIUMT. 'JACK SPRATT' PHORMIUM COOKIANUM 'CREAM DELIGHT' BEGONIA NEW ZEALAND FLAX MOUNTAIN FLAX SIZE SPACING 1 GAL 18"0.C. 5GAL 2'0.C. 5GAL 3'0.C. 1.REMOVE SOD IN LAWN AREAS TO BE REPLANTED ........ •··-········· W/PHORMJUM AS SHOWN ON PLAN. 2. PLACE MULCHINALL PLANTING AREAS, EXCEPT 2:1 SLOPES. DISPOSITION NOTES: G) PROTECT IN PLACE (TYP.) . ... ,. . ., ·---·-·· ... . ... --·~······ ... ....... ._ ..... , .. ····~ -· ..... ---.. - """. -...... -········ .. ---~-····~--------- REMOVE AND REPLACE EXISTING BEDDING PLANTS (SEE LEGEND) ' . FARADAY AVENUE 0 z , / 1 EXISTING LAWN G)EXISTING WALL b APN 212-062-12-00 5815 EL CAMINO REAL BENCH MARK: ,j;-tZ-/0 -,,z.a12Gr .... a;1t1&-1.\1': COUNTY OF SAN DIEGO BENCHMARK R1800 355+09 BC. CENTERLINE WELL MONUMENT AT INTERSECTION Of EL CAMINO REAL AND FARADAY. 3• BRASS CAP RC£ 36433 NGVD 29 ELEVATION = 317.114 FEET .. -.... ___ ---.. ·--.. "·-·•-,. ,. 4 G)EXISTING SIDEWALK REMOVE AND REPLACE EXISTING BEDDING PLANTS (SEE LEGEND) ~ <( () ,j r, I r-\"" " .• £. ,j EXISTING LAWN DAYLIGHT--- LINE (TYP.) CRC LANDSCAPE~ SETBACK (TYP.) ·b b ·' . I G) _J w EXISTING PALMS~~~ & PHORMIUM TO REMAIN (PROTECT IN PLACE) SCALE: 1 • = 10' -0" NORTH ISH4EET I CITY OF CARLSBA.D ~! ENGINEERING DEPARTMENT . I ~ I ;===~--,-------,-,------,-,-----~===;, EL CAMINO REAL MEDIAN IMPROVEMENTS I LANDSCAPE REPAIR-PLANTING PLAN I ~ ;: Gary F. Hoyt ,-1• ------;--+--------------t---t-----;----i ~----------1 landscape architecture, inc. 1-: ---+----+--------------+---t---t--t-----i ~~ ,,LI~~~-~~~ J-5-08 I 13625 Adrian St. DEPUTY CITY ENGINEER RCE 28176 EXP. 3/31/08 DATE ! ~---~ ~---~~---~I Poway CA 92064 ,-----t-------l~-nra;rr;;11z;-;;T.-------------t--t--i---r---i DWN BY: PML PROJECT NO. DRAWING NO. ! (8 8) 8 31 1---t-----,r---~~==1 ~----------t-,-,-----;--c;c=c--i---:--:--::::--i-::c-=-:c-1 CHKD BY: GFrl 1 tel-5 4 6-49 ' DATE INITIAL N N DATE INITIAL DATE INITIAL FIELD BY.· 3920-A 430-1A j REV!SI0 DESCRIPTIO • ~ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL f! L.., ...•.. ,..... ........ ·•··· ··••·· ............ , ..• • •..•• , ...................................... ,. ...... ......... .................. .................................. ...................... ·····•······ .. ·······•'.. .......... ...... ........ .................. '........... .. ............ • ... ,...................................... ······-·"·....... .......... . ....... .c.. .............................................. ,................... ......... ... ••••• ••• ...... •• • .. .. • • .. . .. -•• .. .... • • ........... ··-................................ ,.-· . ... •• • ................... -.................... ., .................. , ..... -.. , .......... ,......... -•"••···· ......................... -.............. •• ........ ..... ................... .. ................ . 072108 \ '------'9 1. EDGEOFPAVING 2. MANIFOLD PRESSURE SUPPLY LINE PER PLAN 3. REMOTE CONTROL VALVE PER LEGEND 4. PRESSURE SUPPLY LINE PER PLAN 5. MANIFOLD BALL VALVE PER LEGEND 6. MANIFOLD PRESSURE SUPPLY LINE (1-INCH) 7. QUICK COUPLER BALL VALVE PER LEGEND 8. QUICK COUPLER PER LEGEND 9. HEAT BRAND ALL VALVE BOXES PER SPECIFICATIONS 10. 12 INCHES MIN./16 INCHES MAX. NOTE: A. NO MORE THAN 4 REMOTE CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS PER SPECIFICATIONS. REV BY APP DA TE 1 PL GH MAY,O Ga,y F. Hoyt Landscape Architecture Inc. >----1-+--1-----1 MAN I FOLD LAYOUT-TYP ICA 1. SLIP BASE SOCKET OVER END OF WIRES 2, STRIP WIRES APPROX. 5/8-INCH FROM ENDS -TWIST TOGETHER 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER 4. PUT CRIMP END OVER WIRE ENDS -CRIMP SLEEVE AND CUT OFF EXCESS WIRE 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 7. PUSH WIRES TO END OF BASE SOCKET TD INSURE COMPLETE SEALING OF CONNECTION 8. COMPLETED WATERPROOF WIRE CONNECTION PLAN NO SCALE DRAWING NUMBER 1-02 SECTION NO SCALE 6}---_Jl_., 8 FLOW 1. 12-INCH MIN./18 INCHES MAX. 2. PLASTIC VALVE BOX WITH LOCKING COVER 3. WATERPROOF WIRE SPLICES AT SOLENOID 4. INSTALL BUSHING IF REQ'D (TYP.) 5. REMOTE CONTROL VALVE, MAY BE SMALLER THAN LINE SIZE 6. CONTROL WIRES -TAPE TO MAIN LINE 7. PVC TEE OR ELL TO VALVE MANIFOLD (PRESSURE MAIN LINE) 8. 3/4-INCH CRUSHED ROCK - 1 CU. FT. MIN. 9. TOP OF BOX TO BE 2 INCHES ABOVE GRADE FOR GROUND COVER AREA AND 1-INCH FOR LAWN 10. WALK, WALL, CURB, OR PAVING 11. EXPANSION COILS BEFORE WIRE SPLICES -36 INCHES LENGTH MIN. 12. PVC ELL -LATERAL LINE SIZE (TYP.) 13. PVC NIPPLE (TYP.J -LENGTH AS REQUIRED 14. PVC UNION -LATERAL LINE SIZE (SCH 80 PVC) 15. INSTALL BOX LEVEL ON FOUR STANDARD BRICK SUPPORTS 16. LATERAL LINE TO SPRINKLERS 17. PIPE DEPTH PER SPECIFICATONS 18. 1-INCH MIN. CLEARANCE BETWEEN PIPE AND KNOCKOUT NOTES: A TAPE CONTROL WIRES TO MAINLINE AT 10 FEET 0.C. B. USE TEFLON TAPE ON ALL THREADED JOINTS. C. ATTACH YELLOW PLASTIC TAGS WITH VALVE NO. TO CONTROL WIRE IN BOX. SECTION NO SCALI D. HEAT BRAND BOX COVER WNALVE STATION NO. IN 2-INCH HIGH NUMBERS/LETTERS. E. ALL PVC FITTINGS SHALL BE SCH 40/NIPPLES SHALL BE SCH. 80. F. NO CLOSE NIPPLES SHALL BE INSTALLED IN VALVE ASSEMBLY. G. WRAP BOTTOM AND SIDES OF VALVE BOX WITH FILTER FABRIC TO COVER OPENINGS (TYP.) REV BY APPD DATE Ga,y F. Hoyt Landscape Architecture Inc. 1 PL GH AY,O REMOTE CONTROL VALVE 1. INSTALL SPRINKLER AT ANGLE FOR MAX. RADIUS WHEN IRRIGATING SLOPES. 2. FINISH GRADE OF SOIL OR MULCH 3. REFER TO SPEC. FOR SPACING 4. PAVING OR STRUCTURE 5. GEAR DRIVEN STREAM ROTOR HEAD (POP-UP SPRINKLER) 6. 1/2-INCH X 112-INCH FIPT X FIPT SCH 40 PVC ELL 7. 112-INCH MARLEX STREET ELL (MIPT X FIPT) 8. 112-INCH SCH. 80 PVC THREADED 6-INCH RISER 9. PVC LATERAL LINE 10. SCH. 40 PVC S XS X FIPT TEE OR ELL 11. REFER TO SPEC. FOR PIPE DEPTH 12. 1-INCH IN SHRUB AREAS; FLUSH WITH FINISH GRADE IN LAWN NOTES: A. CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES, AS REQUIRED, TO PREVENT LOW HEAD DRAINAGE. 8. INSTALL SPRINKLER HEADS A MINIMUM OF 8 INCHES FROM SIDEWALKS. CURBS ANO PAVEMENT. C. USE 314-INCH FITTINGS AND RISERS WHEN SPRINKLER INLET IS 3/4-INCH. SYMBOL ON PU.NI s DRAWING NUMBER I-F1 SECTION NO SCALE @ l T 2· -°',. ( 0 r;;J:Nf--.. 1. HEAT BRAND "BV" ON LID IN 2-INCH HIGH CHARACTERS 2. 10-INCH ROUND PLASTIC VALVE BOX W/LOCKING LID 3. FINISH GRADE 4. BALL VALVE PER IRRIGATION LEGEND 5. SCH 40 PVC FEMALE ADAPTER-2 REQUIRED 6. MAINLINE PIPING PER IRRIGATION PLAN 7. VALVE BOX EXTENSION(S) AS REQUIRED 8. COMMON BRICK -4 REQUIRED 9. 314-INCH CRUSHED ROCK -4-INCH DEPTH 10. 1-INCH IN TURF AREAS AND 2 INCHES IN SHRUB AREAS 11. REFER TO SPEC. FOR PIPE DEPTH 12. 1-INCH MINIMUM CLEARANCE BETWEEN PIPE AND KNOCKOUT NOTE: A. WRAP BOTTOM AND SIDES OF VALVE BOX WITH FILTER FABRIC TO COVER OPENINGS (TYP.J B. USE TEFLON TAPE ON ALL MALE PIPE THREADS REV BY APPD DA TE Ga,y F. Hoyt Landscape Architecture Inc. 1 PL GH AY,O 11 ·, .. .. . .. . BALL VALVE (BRASS) 9')-----,1' 1. SHRUB HI-POP SPRAY/ ROTOR HEAD PER LEGEND 2. PVC SCH 80 NIPPLE -12-INCH MINIMUM LENGTH 3. PVC SCH 40 STREET ELL -TxT 4. MARLEX STREET ELL -TxT 5. PVC SCH 40 LATERAL LINE FITTING 6. LATERAL LINE PER LEGEND 7, FINISH GRADE 8. REFER TO SPEC. FOR PIPE DEPTH 9. REFER TO SPEC. FOR SPACING 10. MULCH 11. HARDSCAPE OR WALL NOTE: A. CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES, AS REQUIRED, TO PREVENT LOW HEAD DRAINAGE. 1 2 4 1 @ -® 8 SECTION NO SCALE SYMBOL ON PLANS DRAWING NUMBER 1-GX SECTION NO SCALE 7 1. FINISH GRADE 2. CLEAN BACKFILL (REFER TO SPEC. FOR COMPACTION) 3. NON-PRESSURE LATERAL LINE PER LEGEND 4. PRESSURE SUPPLY LINE PER LEGEND 5. CONTROL WIRES-INSTALL BELOW PRESSURE SUPPLY LINE 6. PROVIDE 3 INCHES OF CLEAN SAND BELOW PRESSURE MAINLINE 7. REFER TO SPECIFICATIONS FOR PIPE DEPTH AND CLEARANCE REV BY APP 1 PL GH Ga,y F. Hoyt Landscape Architecture Inc. TRENCHING AND PIPE INSTALLATION 2 3 4 5 6 SECTION NO SCALI! DRAWING NUMBER I-J1 •As BUILT" -P4"'4 a ~~ z-u-a, RCf ZIJJ76 -, Ex·i;,,.3-;3/,:zk .. DA TE .. •-0 -• I. REVIEWf,0:8'/!"~• •. l" _.,. REV BY APPD DA TE 1 PL GH AY,O Ga,y F. Hoyt Landscape Architecture Inc. DRAWING NUMBER REV BY APPD DATE 1 PL GH AY,O Ga,y F. Hoyt Landscape Architecture Inc. DRAWING NUMBER REV BY APPD DATE 1 PL GH AY,O Ga,y F. Hoyt Landscape Architecture Inc. DRAWING NUMBER R9· R WIRE CONNECTOR 1-L 1 ROTOR (POP-UP) I-P2 BENCH MARK: COUNTY OF SAN DIEGO BENCHMARK R1800 355+09 BC. CENTERUNE \\1cLL MONUMENT AT INTERSECTION OF EL CAMINO REAL AND FARADAY, 3• BRASS CAP RCE 36433 NGVD 29 ELEVATION = 317.114 FEET SHRUB HI-POP HEAD I-Q1 ~ Cl TY OF CARLSBAD ~ ENGINEERING DEPARTMENT EL CAMINO REAL MEDIAN IMPROVEMENTS LANDSCAPE REPAIR -IRRIGATION DETAILS · Gary F. Hoyt ,-...-r --+--+----------+-+---+--+--.i ~============================ landscape architecture, inc. APPROVED ~Ll~._)'LUMMER ~~ r ~ 'fe{e~,,,,_...._ . 3-,5-0 8 13625 Adrian St. i------+--+-----------------+---l---+----1-------1 :::D::::EP=U=T/=Cl=T/=E=N=Gl=NE=E::R _~=-=R-=C-E=-=2_a::1_7:::_6=-=-=E-X:::P_.:::.,J":;/~J1==0-8=====D=A=TE=== Poway CA 92064 tel-(858) 486-4931 0 (J1 a 0~ .... w cno I ~ l> :-7, ®1 @) 1. SHRUB 2. ROOT CROWN SET 1-INCH (MIN.) ABOVE FINISH GRADE 3. TEMPORARY WATERING BASIN AND BERM ' 4. FINISH GRADE 5. ROOT BALL·. SET ON FIRM NATIVE SOIL 6. FERTILIZ_ER TABLETS· REFER TO SPECS. (8-INCH DEPTH MAX) 7. BACKFILL MIX· REFER TO SPECIFICATIONS 8. PLANT PIT • SCARIFY SIDES AND BOTTOM 9. THREE TIMES DIAMETER OF ROOTBALL 10. DEPTH OF ROOT BALL (MINUS 1 INCH) 11. 3INCHES NOTES A REMOVE WATERING BASIN PRIOR TO END OF MAINTENANCE PERIOD. B. SLASH ROOT BALL VERTICALLY ON FOUR SIDES (1-INCH DEEP) PRIOR TO PLANTING. C. TAMP BACKFILL MIX LIGHTLY TO REMOVE AIR POCKETS IN SOIL RE BY APPD DATI! 1 PL GH JUNE,07 Gary F. Hoyt Landscape Architecture Inc. SHRUB PLANTING 1 2 3 4 5 6 7 8 SECTION NO SCALE ;f 1 3 ctj 1. TREE OR SHRUB 2. ORIGINAL SLOPE 3. ROOT CROWN 4. PERMANENT BERM 5. 2 INCHES 6. 1c1 SLOPE (MAX.) 7. BACKFILL MIX. REFER TO SPECIFICATIONS 8. ROOT BALL· SET ON FIRM NATIVE SOIL 9. FERTILIZER TABLETS· REFER TO SPECS. (8-INCH DEPTH MAX.) 10. SLOPE BOTTOM OF PLANT PIT 11. lWO TIMES DIAMETER OF ROOT BALL (MIN.) 12. DEPTH OF ROOT BALL (MINUS HNCH) NOTES: A. REFER TO DETAILS P-1 ANO P-2 FOR ADDITIONAL REQUIREMENTS. @) SECTION NO SCALE 1 2 7 3 li!!'!lm!dd,,......1·--@ ,.,,.;;:.~~~~rFE----® 1. TREE TRUNK. EQUIDISTANT FROM BOTH ENOS OF ROOT BARRIER 2. FINISH GRADE 3. SIDEWALK (TYP.) 4. ROOT BARRIER: 18-INCH MIN. DEPTH ADJ. TO CURB 5. BACKFILL MIX 6. ROOT BALL 7. CURB ANO GUTTER (TYP.) 8. ROOT BARRIER: 24-INCH MIN. DEPTH ADJ. TO CURB NOTES: A. ROOT BARRIER SHALL BE PLACED IN A LINEAR INSTALLATION PARALLEL TO EDGE OF HARDSCAPE (NOT ENCIRCLING ROOT BALL)· 10 FEET MIN. LENGTH PER SIDE EACH TREE (20 FEET TOTAL LENGTH PER TREE). B. TOP OF ROOT CONTROL BARRIER SHALL BE ONE INCH ABOVE FINISH GRADE (MIN.), OR FLUSH WITH ADJACENT FINISH SURFACE. C. PLASTIC ROOT BARRIER SHALL BE INSTALLED WITH RAISED ROOT DIVERTERS FACING TOWARD TREE ROOTBALL. D. DEPTH SHALL BE 18 INCHES (MIN.) FOR ROOT CONTROL BARRIER CONSISTING OF NODULES A TT ACHED TO PERMEABLE GEOTEXTILE FABRIC. DRAWING NUMBER REV BY APP DATI! Gary F. Hoyt Landscape Architecture Inc. DRAWING NUMBER REV BY APPD DATI! Gary F. Hoyt Landscape Architecture Inc. DRAWING NUMBER 1 PL GH JUNE,07 P-1 PLANTING (ON SLOPE) P-3 BENCH MARK: COUNTY Of SAN DIEGO BENCHMARK R1800 355+09 BC. CENTERLINE W[LL MONUMENT AT INTERSECTION OF EL CAMINO REAL AND FARADAY. 3• BRASS CAP RCE 36433 NGVD 29 ELEVATION -317.114 FEET 1 PL GH JUNI! 07 ROOT CONTROL BARRIER (LINEAR INSTALLAT[ON) P-4 Gary F. Hoyt landscape architecture, inc. 13625 Adrian St. Poway CA 92064 tel-(858) 486-4931 -- / 072108 •As BUILr ~~2:1~---Z-z~,,,~ 4 I ' RCE ,Zfjt,Zt:· [XP.J~3i:'.'Ll.-OA"ft REVIEWED 8Y: a,.,,g..p C£ ~~ INSPECTOR DATE ~ Cl TY OF CARLSBAD ~ ENGINEERING DEPARTMENT EL CAMINO REAL MEDIAN IMPROVEMENTS lsH:ETsl I ' LANDSCAPE REPAIR -PLANTING DETAILS