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Home My WebLink AboutDWG 455-8; 3811; Palomar Airport Road Widening; 01-30I :. ' 'I I I I i' ' I LOCATION MAP NOT TO SCALE PROJECT SITE BENCHMARK: CLSB-138 2.5" BRASS DISK IN DRAINAGE BOX INLET SOUTH SIDE OF PALOMAR AIRPORT ROAD, 61'. WEST OF THE BEGINNING OF THE BRIDGE OVER INTERSTATE 5. ELEVATION = 74.15' PER ROS 17271 CONSTRUCTION PLANS SHEET INDEX DESCRIPTION SHEET NUMBERS n7l.E SHEET 1 FOR GENERAL NOTES 2 WORK LIMITS J HAUL ROUTE ANO FILL SITE 4 REMOVAL PLAN STA. 22-I-J4 TO J4-1-00 5 REMOVAL PLAN STA. J4-/-00 TO ARMADA ORJI/£ 6 REMOVAL DETAILS 7 GRADING AND STORM DRAIN PLAN STA. 0-1-00 TO 5-1-75 8 PALOMAR AIRPORT ROAD WIDENING GRADING AND STORM DRAIN PLAN STA. 0-1-00 TO 6-1-00 9 GRADING AND STORM DRAIN PLAN STA. 6-/-00 TO 9-1-51 10 GRADING AND STORM DRAIN DETAILS 11 VICINITY MAP NOT TO SCALE BASIS OF BEARINGS: NAD 83 (1991.35) PER ROS 17271 USING POINTS: CLSB-138 2.5" BRASS DISK IN DRAINAGE BOX INLET SOUTH SIDE OF PALOMAR AIRPORT ROAD, 61' WEST OF THE BEGINNING OF THE BRIDGE OVER INTERSTATE 5. N 1989695.304 E 6233260.661 CLSB-137 ROD DRIVEN TO REFUSAL IN STANDARD WELL MONUMENT IN CENTER TURN AROUND CIRCLE OF SOUTH BOUND CARLSBAD BLVD. IN THE SOUTHEAST QUADRANT OF THE JUNCTION WITH PALOMAR AIRPORT ROAD N 1990194.279 E 6231466.046 I PROJECT NO 3811 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR MATT HALL -MAYOR PRO TEM ANN KULCHIN -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR JUNE2009 LIGHTING PLAN STA. 22-1-34 TO 34-1-00 LIGHTING PLAN STA. 34-1-00 TO ARMADA DRIVE SJGNAGf & STRIPING PLAN STA. 22-I-J4 TO 34-1-00 SJGNAGE & STRIPING PLAN STA. 22-I-J4 TO ARMADA DR/vf: CAL TRANS TRUSS SIGN STRUCTURE DETAILS SIGNAL MOD/FICA TION PLAN SIGNAL MOD/FICA TION PLAN NO TES PHASE 1 AND J TRAFFIC CONTROL PLANS PHASE 2 TRAFFIC CONTROL PLANS TRAFFIC CONJROL PLAN DETAILS PLANTING PLAN PLANTING PLAN PLANTING DETAILS RECLAIMED WATER /RR/GA TION nnE SHEET RECLAIMED WATER CONNECTION SCHEMA TIC /RR/GA TION PLAN IRRl(JA TION PLAN /RR/GA TION DETAILS IRRIGATION DETAILS AND NOTES KEY MAP NOT TO SCALE 12 1J 14 15 16 17 18 19 20 21 22 2J 24 25 26 27 28 29 JO •As BUILT• d,2"/4 Z: ~ -2,-[7-II RCE 2fJt7(, EXP'z<~/•/2---DAT! (o\ /it l-z.ol l DATE I SHE,ET I CITY OF CARLSBAD ~o 1----+--t--------------------jr------t------t-----t-------t ENGINEERING DEPARTMENT l___lQj l----+--+-----------------1,-----------i-------i----,----~ PALOMAR AIRPORT ROAD WIDENING TITLE SHEET APPROVED WILLIAM E. PLUMMER 1---t---+------------t----i----i-------t------1 ~-~ 'i4/WH.,,,,,< 4-G,a 9 DEPUTY CITYENGINEER PE 28176 EXPIRES3 31 10 DATE t---t--rr,---:;,4.,5-----.13='-LJ"'IL'"T,.------------r---,-1-;:;-;:;:-;--;-i-;;;;;;;n1 DWN BY: PROJECT No. I DRAWING No. OAK INITIAL OAK INITIAL DATE INITIAL CHKD BY JM ENGINEER oF woRK REVISION DESCRIPTION oltlER APPROVAL ciTY APPROVAL RVWD a/ BP ~---3_8_1_1___ 455-8 1. 2. 3. 4. 5. 6. 7. NOTES ALL ITEMS NOT IDENTIFIED AS REMOVE SHALL BE PROTECTED-IN-PLACE. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 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 REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS, DETAILS, AND/OR STANDARDS. UNDERGROUND SERVICE ALERT SDG&E AT&T CITY OF CARLSBAD (SEWER AND STORM DRAIN) CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGUITO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT VALLECITOS WATER DISTRICT OLIVEHAIN WATER DISTRICT BUENA SANITATION DISTRICT 1-8D0-422-4133 619-438-6200 619-574-2816 619-438-7753 619-438-3367 619-753-1145 619-753-0155 619-744-0460 619-753-6466 619-565-5657 1. 2. 3. 4. 5. 6. 7. 1. 2. 3. STREET NOTES STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE "CUT OFF" TYPE. ALL UNDERGROUND UTILITIES AND LAllERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. FIRE HYDRANT MARKERS THAT ARE DISTURBED BY THIS WORK SHALL BE REPLACED IN TT-IE STREET PER SDRS DWG M19. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. WATER NOTES BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES A PERMIT SHALL BE OBTAINED FROM THE CMWD OFFICE AND MUST BE SIGNED ' AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT" MOST CURRENT OR AS AMENDED. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTIECTION. IF DEVELOPMENT/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES TT-IA T PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA TE FORM OF PROTECTION. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. SIGNING & STRIPING NOTES ALL SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO TT-IE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND THE PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. ALL SIGN AGE SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCD 2006 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. All SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2006 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 17. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DEUVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. ABBREV/A TIONS LEGEND AB AC APWA BC C&G CMWD CR DIA. DLC EC EG EVPE FL,I[ IISNS MH NIC NTS OSHA PAR PB PC PCC PON PG It POC PRC RCP PVI R/W SDG&E SDRSD SIC SSPWC sm(s) SUSMP TB TC TCP AGGREGATE BASE ASPHALT CONCRETE EXISTING FEATURES AMERICAN PUBLIC WORKS ASSOCIATION BEGINNING OF CURVE CURB AND GUTTER CARLSBAD MUNICIPAL WATER DISTRICT CURB RETURN DIAMETER DETECTOR LEAD IN CABLE END OF CURVE EXISTING GRADE EMERGENCY VEHICLE PRE-EMPTION FLOW LINE INTERNALLY ILLUMINANT STREET NAME SIGN MANHOLE NOT IN CONTRACT NOT TO SCALE OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PALOMAR AIRPORT ROAD PULL BOX POINT OF CURVATURE PORTLAND CEMENT CONCRETE PASEO DEL NORTE PROPOSED GRADE PLATE POINT OF CONNECTION POINT OF REVERSE CURVE REINFORCED CONCRETE PIPE POINT OF VERTICAL INTERSECTION RIGHT OF WAY SAN DIEGO GAS AND ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWINGS SIGNAL INTERCONNECT CABLE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD(S) STANDARD URBAN STORM WATER MITIGATION PLAN TOP OF BERM TOP OF CURB TRAFFIC CONTROL PLAN 0 -- WM DO<l -- 0 -- GV @) -- ..0... -- 0 -- $ 0-- 0 -- ®wv -- (j] -- li',l -- 0 --EM I'll -- ♦ -- TS fi?/v -- 0 -- • -- [l] -- ---- 0 -- RW SD s T E w GAS WATER METER FIRE HYDRANT GAS VALVE STORM DRAIN MANHOLE SIGN SEWER MANHOLE STREET LIGHT TELEPHONE MANHOLE WATER VALVE llELEPHONE RISER CATV RISER ELECTRIC METER PULL BOX TRAFFIC SIGNAL SPRINKLER VALVE GATE POST GUARD POST REMOVAL KEYNOTE PROPERTY BOUNDARY CONSTRUCTION KEYNOTE RECLAIMED WATER LINE STORM DRAIN LINE SEWER LINE COMMUNICATION LINE ELECTRICAL LINE WATER LINE GAS LINE CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S} ID BMP NAME ES-1 SCHEDULING ES-2 PRESERVATION OF EXISTING VEGETATION ~--~--~-~-~ ----------------- SC-6 GRAVEL BAG BFRM SC-7 STRffT SWffPING AND VACUUMING ~ --TREE ~--OAK OAK e --BUSH PERMANENT BEST MANAGEMENT PRACTICES {BMP'S) SC-10 STORM DRAIN INLET PROTECTION \--------+--~ ---------------------1 - BMP TABLE BMPID# BMPTYPE SYMBOL CASQA NO. DRAWING TYPE/ NO. SHEET NO. MAINTENANCE RESPONSIBILITY BOX #1 PLANTER BOX II ";,,"' II SD-10 6'X12' BOX 8, 11 FILTERRA YEAR 1. CITY THEREAFTER BOX #2 PLANTER BOX II ":ix"' 11 S0-10 4'X8' BOX 9, 11 FIL TERRA YEAR 1, CITY THEREAFTER BOX #3 PLANTER BOX II ";,,"' II SD-10 6'X10' BOX 10, 11 FIL TERRA YEAR 1. CITY THEREAFTER N/A SD DECAL 0 SD-13 11 CITY N/A SD DECAL 0 SD-13 11 CITY MAINTENANCE CONSTRUCTION FRENQUENCY SIGN OFF Bl-ANNUALLY B1-ANNUALL Y BI-ANNUALLY AS NEEDED AS NEEDED SE-1 SILT FENCE -- NS-6 II UCIT CONNECT/ON/ILLEGAL DISCHARGE DETECTION AND REPORTING NS-7 POTABLE' WA TER;1RRIGA TION NS-8 VEHICLE AND EQUIPMENT CLEANING NS-9 VEHICLE AND EQUIPMENT FUELING NS-10 VEHICLE AND EQUIPMENT MAINTENANCE e-_vli_M-_1 _ _,_ _ _ccMcc_Ac=TERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE WM -4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT *PER THE CITY'S SUSMP, THE PROJECT IS CATEGORIZED AS A MEDIUM PRIORI IY PROJECT FOR CONSTRUCTION AC IIVITIES. rHE PROJECT IS A TIER 2 CONSTRUCTION SWPPP LEVEL PER THE CITY OF CARLSBAD"S PROJECT THREAT ASSESSMENT THE CON I RAC TOR SHALL COMPLY WITH THE CITY'S LATEST CONSTRUCTION SWPPP STANDARDS AND REQUIREMENTS. i------t---r-----------+--+--1-----l---l I SH2EET I CITY OF CARLSBAD ~ ;==='..':::::=::::E:::::NG::'l::::N:::EE:::R'::l'::NG:::::::'D:::E::::P::::AR:'::T:::::M:::E::'N::::T==J_'UQ_j==o~ PALOMAR AIRPORT ROAD WIDENING GENERAL NOTES Ill\. '1$ 81//LT APPROVED WILLIAM E. PLUMMER ~lie-RM,,"~ ~-·•<:Wt < -4. C, ·t2? DEPUTY CITY ENGINEER PE 28176 EXPIRESJ/J7/10 DATE DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CJTY APPROVAL VI 0 ~~ (1) G) r+ N 0 .i:,. ....,, L/1 w y, 0 00 1. 2. . I / / / CONTRACTOR SHALL COORDINATE WORK mrn ARMS/RONG FlOWfR FIELDS. ADDJnONAL RIGHT OF WAY HAS BEEN Df.DICA TEO TO /HE CITY OF CARLSBAD /HROUGH GRANT Of.ED OF EASEMENT DOC# 1999-0645232. AD0/7JONAL E.ASEME.NTS FOR /HE DECEL[RA noN LANE, DRAINAGE SIRUCTURES, AND CAL TRANS TRUSS SIGN SIRUCTURE FOUNDA nON WILL BE OED/CA TEO ANO RECORDED. CONTRACTOR'S WORK AREA SCALE 1• = o' 20· 40• . 40' 60' 80' . C L 1----+--+------------+--+---+----+-------1 I sH3EET I CITY o F CARLSBAD ~o ~=='...'::::=:::::E=:N::::G:=IN:::E:::E=:R:::IN:::G::::::D::::E:::P::::'A'::::RT::::'M:::E=:N::::'T==::'....':L__lQ_j=:::::::~ PALOMAR AIRPORT ROAD WIDENING WORK LIMITS APPR(!_VED WILLIAM E. ~Ll)MMER ~--+-----+--------------+----+---~-+----" kn/~~ -1 -G-tJ9 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ/37/10 DATE~ Ii\ .4S M'{J/l T DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL O71,ER APPROVAL C1TY APPROVAL DWN BY: Ju CHKD BY: ~,,.JI.I,__ RVWD BY: BP PROJECT NO. 3811 I DRAWING NO. . 455-8 (./) '::T <1) <1) ,..,. w Q, w 0 ~ V, V, I 00 /'''.' / <::::, 1 :1 , , _______ -= ----~-c=:_--:7 o , ✓,t_, ~ ,4 i 7-, II , I , \ \, --==---c_;----- --_ _ ____ = ==-·----~ _ \ 1 L•( ?f,S, "'-J //'I/ ,, { // 0\ \ ---~ " • " " " --. c',_-.._ 'fi /ff --I 11: -~--~ --S' \ • --:-C ~ ---;e==~~~ f-;,--U~b~ ;;;,:_ ---' ,,_ ,1 -' ---/ :-,.., ..... 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II/ ' ,·, f_, \ , :-/&/4_-' ·'.· . ,,-t_ i ,;, -,/ \ f.-.; I 1/ / '/ ,, 1/ I ,, ,._, . ,\. / ' /I,, 1/ , , 1/.l11 ,,',/ / ~-f/ / / {f''// ;,, ;112·' /.f ,./ • NOTES: 1, 2, CONTRACTOR SHALL COORDINATE WORK Willi ARMS/RONG FlOWER Fl[LDS. CONTRACTOR MAY PROPOS[ A DIFF£R£NT FILL LOCATION OFF SIT£, TH£ OFF SIT£ FILL LOCATION AND HAUL ROUT£ IS SUBJ[CT TO TH[ £NGIN[[R'S APPROVAL J, 4, CONTRACTOR SHALL SPREAD THE FILL MATERIAL EVENLY, MATERIAL WILL NOT 8£ COMPACT£0, TH[ FILL SIT£ SHALL 8[ AT A LOCA TIO/I D[SIGNA T£0 BY TH[ [NGIN[[R 011 TH[ FLOWER Fl£LDS PROP£RTY. I I "------------- ' SCAL£ 1• = 150' a· 75' 150' 225' JOO' ,, ----- ----. --. -', --- --· ___ _f__l.Uf_ __ ff_P,_fET _ -------. -----·---,- ' 1----+---1-----------+---+-----+--+---I I sH4EET I CITY o F CARLSBAD ~o ENGINEERING DEPARTMENT L__1l,}___J ::=='--'==========-===: PALOMAR AIRPORT ROAD WIDENING HAUL ROUTE AND FILL SITE APPROVED WILLIAM [, .E1J!~R ~~•mi•-t-4-14 -t29 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 37 10 OAT£ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL 01\iER APPROVAL INITIAL CITY APPROVAL DWN BY: CHKD BY: ---,J.,,M,__ RVWD BY: BP PROJECT NO, 3811 DRAWING NO, 455-8 V> -:T' (1) (1) rl- .i::,. 8, w 0 .i::,. u, V, I 00 ' _ ----t---,,.; 5 AS NEEDED TD ALJGN NEW STRIPING SEE DETAIL A, THIS SHEET ' I ' 3' I I ' I ' 3' 20 ~ 1 ~11 n=-~1 r j • 12· TREE 1 i I ,I --II 1 • ',, [ND OF~-I 8" PVC J l d 0 N 109 ' 1•· s\u E 101 1 " I 1085.8 END ', I ' 1014.J "'· w,..--- --- N 1110.31 E 1041170 --- BEGIN 6 REMOVAL 7 of. $/0/14L FtJ0/7/16' ffe'tJ,r'E ,r<J I!' 8cttJ/Yfi)(/,5J( $MMCc',74/ch' ·r.c;l''<'-~N'v' CNc.:..... ./'-.------·- N 1091.57 BEGJN E 1115.38 22 REMOVAL N 1083.12 BEGJN E 1104.05 14 RELOCAnON 6 --- I -· --------------------------------E-------.c------- ----------------------yyp;-------·. ------- ---------- PROPERTY BOUNDARY ------ ------- "',. 6 "·" ~-- A PLANTER BOX LOCATION 5 SCALE: 1 "~ 20' E E ---------------------------------------------- ·----------------- ----------------- 26+00 ell w s,---s,---s-- ~ ~ Q \ END /CITY EASEMENT /CITY EASEMENT :'.c E 1742.54 / ~ ~ '\----------------r::~~l_________________ ~--/_P_R~ER-TY-:ND_AR_~_ ~: ~,J _ 12 TYP. .....,,..--------------__J __ ___L_ -------------------;i: f;; , ----~---r---,-:=--.----------,ri--,-__ , ___ , ___ , , 11 BEGIN 11 ;:::i; ¥<-----' rr-:::==;ei-~=~-, 14 ---rr-~t------r ---r--, I , I 1 / • I _--==z:_ ;;,, ------------------.,.__ TYP. ------- --------- ---E E -------- £ E E E E E E E E-,---E E---E E E E ----------------------------E E E --------------------------E E ""' .. _.,. __ ------------------------ -------------- ~ I u, ~ ~ 00 iii -------- R RW 29+00 -·---t------------ RW RW ---------t-------~ i ~ 10· TR[£ i ~ w I ! ~ ~ V)._o + t.J C)li') ;;; __ ...,_...,_~c __ ~--i ~ i ~ ~ l ~ w W W-----w "'o "'o ~ -.. ,"<C ~ ~ ---W---w,---w,---w,---w---,v---wi---w,---w---------....._"· I ~~~ . NOTES: ; g ~" .. f ·1,. -v,13·--·-- 9"0AK l i.e. ~ ~ ~ (J) -~ ~ ~ REMOVAL NOTES: IT] REMOVE EXJSnNG /RR/GA TION SYSTEM. (I]RUOCATf WAT[R SERVICE MET[R ro BACK OF SIDEWALK P[R CM\!IJ STD. OWG. W-J & W-4. QJ REMOVE AND SALVAGE EXJSnNG TRAFFIC SIGNALS AND ASSOC/A TfD CONDUIT RUNS/PULL BOXES PER TRAFFIC SJGNAL PLAN. l]]RELOCAT[ FIRE HYDRANT TD BACK OF SIDEWALK PER CMWO sm. OWG. W-12. i @J REMOVE EXISTING STRIPING. ~ (!]REMOVE EXISTING CONCRETf CURB AND GUTTER. ~ (z] R[MOVE EXISTING 6' WID[ CONCR[T[ SID(WALK. i 0REMOVE AND SALVAGE EXISTING SIGN POST ANO MOUNTfO SIGN. i [I)REMOVE EXISTING STORM DRAJN JNLEr. SALVAGE EXISTING STORM ORAJN MANHOLE COVER. I! (!Q]RaocA7£' EXISTING STREET uCHT ANO REMOVE PULL Box. SEE uCHTJNG PLAN FOR NEW LOCAnoN. !i! !s" [TI]RELOCATf EXISTING CHAIN LINK FENCE. SEE GRADING & STORM DRAIN PLAN FOR NEW LOCAnON. 11 f [g) REMOVE EXISTING TREES AND LANDSCAPING. if [m £>:/STING LANDSCAPING ANO !RR/GA TION SYSTfM, PROTfCT-IN-PLACf. ii ,,-{___ 1. FOR EXISTING SOG&E, TIME WARN[R, AND AT&T UTILITIES SEE u nu TY ORA WINGS PROVIDED IN /HE SPECIF/CA llONS. §] RUOCA T[ EXISTING WHIT[ POL YVJNn GOA TED DECORA nVE F[NCE. SEE GRADING & STORM DRAIN PLAN FOR NEW LOCA noN. 2. CONTRACTOR SHALL COORDINA Tf unuTY RELOCA noN WJ/H UTILITY COMPANIES. ~ REMOVE EXISTING PULL BOXf:S. @]CONTRACTOR SHALL COORDINATE UnJTY AOJUS™ENT/RUOCAnON WJIH AT&T. (0REMOVE EX/STING 'JNTERSTAT[ 5 NORTH, RIGHT LANE• SIGN. 1-----1---+-------------t~-i------r-~-. ~ CITY OF CARLSBAD I SHEETS I l__Q_j ENGINEERING DEPARTMENT 30 ~ ABANDON EXISTING TRAFFIC SIGNAL CONDUIT. CONOUIT SHALL BE COMPLETELY REMOVED IF EXPOSED DURING CONSTRUCTION. PALOMAR AIRPORT ROAD WIDENING ~SAWCUT ANO REMOVE D:ISnNG PAVEMENT. ~D:JSnNG CURB TO REMAIN, PROTECT-IN-PLACE. o· SCALE 1 • = 20' 10' 20' JO' 40' REMOVAL PLAN STA, 22+34 TO 34+00 ~ REMOVE EXISTING SHRUBBERY. ~REMO\.£ EXISTING CURB. "' °" No. ~ Exp. 06/30L1 CIVIL OF C Vl 0 ~~ fl) G') ..... V, 0 .j::,, -h V, w y, 0 00 DIRT N 1028.59 --4-_ _L_PROPERTY BOUNDARY --------- E 2498.83 E E E --- TRANS SDG&f TRA s , .. RC? Rllll=90.;31' .__ fl=84.75' . ~---~:~~:-=rc-=::~~l::=·:=~~~--=-~=~ ---------- \ --< QCON.TROL PANil. ' ' . I I _Q_ "'Iv I - I. 0_;,, + TS I I I I \ + TS ' ' !'ii "-.__ so SD= RI "'86.63' ~~~~~=-=--~-=-_=-_R;;;W;::..=-=-=--=--~RW~==-.;R;.W=====-:;;R;,W=====-=;R;.:..=-=-=-=-3~5R~t~o,_o=-=-=-=-~R~;,-=-===-=;R:w=====~R;\k/==-=----~[:;;;_w~----~-P;:,W;_=-=-=-=-~RW:_=-=-=-=-:::.--.;-;.:::.:::.:::.:::.:::.-=======::::.=--=-=-=-===-.;===:;;;;==,r,;:.==~=--=-=-=-;;;-;;_=.._=.._:::._=_-;;_::::.=--•=-~-:;;-~-~_:-,;:------~-~~---------!;___===--~ f-·=·-·=·-----1---------------------J7+00 -,~ ---FtN·=--Rw --,w-· Al ==W=W'==========='l,=;4-I __ J ~-I REMOVAL NOTES: ITJABANDON EXISTING SIREET LJGHT CONOUIT AND REMOVE WIRING. CONDUIT SHALL BE COMPLETELY REMOVED IF EXPOSED DURING CONSIRUCTION. (I]EXISTING LANDSCAPING AND !RR/GA TION SYSTEM, PROTECT-IN-PLACE. la Q]REMOVE EXISTING LANDSCAPING AND IRRIGATION SYSTEM. AD.AJST EXISTING IRRIGATION TO MAINTAIN SERVICE TO EXISTING LANDSCAPING. I l]]RELOCATE EXISTING CHAIN LINK FENCE. SEE GRADING & STORM DRAIN PLANS FOR NEW LOCATION. @] REMOVE EXISTING STRIPING. @]REMOVE EXISTING CONCRETE CURB ANO GUTTER. 0 REMOVE EXISTING 6' WIDE CONCRETE SIDEWALK. ! @]REMOVE EXISTING SIGN POST AND SALVAGE MOUNTEi) SIGN. I [!jRElOCATE EXIS11NG SIREET LJGHT AND REMOVE PULL BOX. SEE LIGHTING PLAN FOR NEW LOCA110N. f [@]EXISTING DETENTION BASIN, PROTECT-IN-PLACE. "I~ @EXISTING UTILITIES, PROTECT-IN-PLACE. 6 @]EXISTING MASONRY WALL. PROTECT-IN-PLACE i @] EXISTING STORM DRAIN INL£T SIRUCTVRE, PROTECT-IN-PLACE. Ii !!±]REMOVE EXISTING PULL BOXES. I o· SCALE 1 • = 20' 10' 20' 30' 40' -j( Exp.-="-""'"--'-''- CI VI F C 1. 2. fa ---RW---RW'=--+-RW RV/ I RW---R NOTES: C> :,. u, I 0 u, FOR EXISTING SDG&E, TIME WARNER, AND AT&T UTILITIES SEE UTILITY DRAWINGS PROVIDED IN Tl-IE SPECIF/CATIONS. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION WITI-I UTILITY COMPANIES. 1 p g INTERSECTTON -+' REFERENCE POii'-'----w N 955.98 ---w--- u, I E 2n~m r ~ CITY OF CARLSBAD ISHEETSI 1------1---+------------------1'------+---i-----+--< LJL_j ENGINEERING DEPARTMENT 30 l----l-----+-=--=-----------1------t---+---+----1 PALOMAR AIRPORT ROAD WIDENING REMOVAL PLAN STA. 34+00 TO ARMADE DRIVE APPROVED WILLIAM E. Fj!JM]fEJ, 1-----+---+---------------+----+----+-->---< ~c"...._r~ .. F:t 4 •6 • ()9 ~~==i=.::::::l1&'1J.~@r..===========~===i~::=lP:~P~~ DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 10 DATE I-OWN BY: PROJECT NO. I DRAWING NO. OA TE INITIAL OA TE INITIAL DA TE INITIAL JM ENGINEER Of WORK REVISION DESCRIPTION >-O-TH_E_R-AP~P-RO-V-AL--+-C-ITY-A~PP_R_OV_A_L·• 2~ :r BP 3811 455-8 APPLY TACK COAT PER "GREENBOOK" SSPWC 302-5.4 COLO PLANE TOP 2• OF EXISnNG PAVEMENT NEW AC PAVING NEW AB EXISnNG AC PAVING 2" EXISTING AB A KEY JOINT TO EXISTING AC PAVEMENT 7 SCALE: 1 /t ~ 2' -0" CB REMOVE EXISnNG CURB NOTES REMO VE [XIS TING TREE 1. SEE DETAIL C lHIS SHEET FOR PHOTO. REMOVE ANO SALVAGE DECORA nVE FENCE REMOVE EXISnNG TREE REMOVE EXISTING VEGETA TEO BERM EXISTING CONDUIT /REMOVE EXISTING (TO BE RELOCATED CURB AND GUTTER BY AT&T) ffi EXISTING CROSS SECTION SCALE: NTS REMOVE AND SALVAGE CHAIN LINK FENCE FLOWER FIELDS • REMOVE EXISTING SHRUBBERY REMOVE EXISTING IRRIGA noN SYSTEM FOR SHRUBBERY (POTABLE) EXISTING 4 • GAS (TO BE RELOCATED BY SDG&E) REMOVE EXISTING CURB AND GUTTER REMOVE EX/SnNG SIDEWALK EXISTING PAVEMENT TO REMAIN EXISnNG ENCASED BURIAL EXISTING CROSS SECTION SCALE: NTS REMOVE EXISTING SIDEWALK L.J EXISnNG PAVEMENT TO REMAIN EXISTING ENCASED BURIAL REMOVE EXISTING CURB [XIS nNG TREE TO BE REMOVED EXISTING /RR/GA noN TO BE REMOVED EXISTING LANDSCAPING TO BE REMOVED EXISTING TREE TO REMAIN EXISnNG CONDUIT (TO BE RELOCATED BY AT&T) C PHOTO 1: EXISTING FENCE AND LANDSCAPING 7 SCALE: NTS REMOVE AND SALVAGE DECORA nVE FENCE • rREMOVE EXISTING / TREE REMOVE EXISTING VEGETATED BERM EXISTING 4" GAS (TO BE RELOCATED BY SDG&E) REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING SIDEWALK EXISTING PAVEMENT TO REMAIN EXISTING ENCASED BURIAL EI) EXISTING CROSS SECTION SCALE: NTS 1----+--+--------~---+-----t----t----t----i I sH7EET I CITY o F c ARLS BAD ~o :::==='--'==::::EN::::G::::l::::NE::::E::::R::::l::::NG::::::::D::::E::::PA::::R=T::::M:=E::::N=T =='...'.l_jl{LJ==~ PALOMAR AIRPORT ROAD WIDENING REMOVAL DETAILS "' N. ---- APPROVED WILLIAM E:.J?!-U¥. it-Ut'/pM ~ rt:&,~~b------:-....,... d·6 -at -jr E,p. 06/30/1 DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 IODATE CIVIL OF C~ DA TE INITIAL ENGINEER OF WORK SBUILT REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CHY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. ~~ ~} t~ 3811 _ 455-8 V) CJ l~ rt) G) ..... --..I ~ ~ u, w Y1 0 00 / II0~f----------f----------f----------1-----------f----------1-------------1-----------t----------r----------i------ --------------------------------- " ,.., ------------1001---lf---------l--l----------+----------t---------t--+-------+----------+----t--------t---------i--- -------------- -------------------·-----j---------,8.,.;t------t--------------i-----------Hiilo,------,~ ~ 80 PROPOS[O GRADE ~ ---(TOP OF CURB) ~ CJ ) 70 CJ 0 --s --tu es ~ ,, fil "' -0 ~ E:i(I.STING 24 A "' ;g ~ Q<o CJ ..-~ c::, "-ic'c: "' --., + "' ~ ,.., + ~ C) ~ ~ oj~ "' g! 0 ei ~ '>7J; ~ c SOR,_C!' 7 r K ><~ ~ "' L 1.3 2ti ~ 6 lt.J CJ) fB 2 0-'V, ',, V) \<><?~ \ . " '--0 ', 0+00 V) "--' ' ' "'--' ' A PLANTER BOX LOCATION 8 SCALE: 1" = 20' SEE DETAIL A, THIS SHEET RW1.f',,,=,..,,,0\f'fjj'---t-{ PC = 0 O <o 2 ~ g! 1.3 2 1+00 ,.., ~ f,l :,s 8 2 CONNfCT TO EXISTING 80.7 PROP RTY BOIJN ARY c::, i!l c::, ~ c::, ..-"' ~ ~ ~ ,.: .i; ~ ~ ~ i;8 ~ ., 8 2 8 2 8 2 8 2 2+00 J+00 PALOMAR AIRPORT ROAD TOP OF CURB PROFILE STA. 0+00 TO 5+ 75 4 ----- HORIZONTAL SCALE 1• = 20' VERTICAL SCALE 1" = 10' L6 85 =---------- _______ __f_ ..., :;, 1B ~ 8 2 4+00 .•-,, -L, :·:-.-~ .... •:-... ,,-'. >,,:·• .... ,:_~-~---·•. -------------------- " ,...,., s - I 1 I " I! CONSTRUCTION NOTES: ' ' i r T r r ,i;, ~ -~-+-----~o_o"""'= ---___ w•--=--_--=_-_1':_-_--+--=-w_-=_-_=---~--~-•,...---,,"---:u;.oa RWe-------Rw -~ W--f--L_i-----1----+--"=------=---'=----=-----='-,..._-=-----=---~--+----~.L--w---w--~ .. wu------,,L...__ ~ I §: i ------------·--f--. --~--~R"'__ - " • •f • 111 • /r_,~ ~ s~ s-,_w ___ ~, •• 'A-lJ • • • s, I ~ ~ i 'I' I : ! I s----s ------- LINE TABLE LINE L[NGTl-i BEARING COMM[NTS CURVE TABLE L1 11.87' L2 4.34' LJ 364.55' L4 N 7'42'13" E G-1, CURB CURVE LENGTl-i RADIUS DELTA ANGLE COMMfNTS C1 4.04' t.50' 153"55'12" G-t, CURB C2 47.16' 30.00' 90'3'35" G-2, CURB &-GUTTfR CJ 51.27' 217.91' 13'28'51" G-2, CURB &-GUTTfR S 212'58" W S 87'35'52" E G-2, CURB &-GUTTfR G-2, CURB & GUTTfR G-2, CURB & GU TlfR 49.65' L5 356.26' C4 51.27' 217.91' 13'28'51" G-2, CURB &-GU TTfR cs t.31' 0.5o' 150'36'38" G-2, CURB &-GUTTfR 0 CONNECT TO fXISTING EDGE OF PAVEMENT PER DfTAIL A ON SHE[T 7. N 89'39'24" [ N 87'49'28" W TOP OF BERM L6 353.95' L7 72.05' LB 16.02' C6 22.82' 61.83' 21 '8'35" G-2, CURB &-GU TTfR Cl 18.17' 579.11' 1·47'52• TOP OF BfRM 0 CONS1RUCT 6" OF AC OVER 18" OF A(J. ! j . I S 87'49'28" E S 88'46'58" [ N 0'49'17" E G-1, CURB G-1, CURB G-1, CURB SCALE 1 • = 20' 26 .. 00 ----1--------------w W----w---f---- "':~ ~ :g 8 2 FUlURE IMPROVEMENTS (NIC) ~" -~ ~oi ~r--: ~o Vl~ ·'<> ~ ~ V, 12 c::, :2 g "' "' 8 2 5+00 6 TC 88.51 CR 4 10 .,,.,, al~ ~I"' ~~ L9 ' . • -I • I N 4~9.J6 1550:41 • ' < • L • TB 9.71 11 L ~----- -----------;-- w iJ GAS - 0) 1---lli ~ @CONSTRUCT JO" WIDE CONCRETE CURB ANO GUTTfR PER SDRSO G-2. 0 CONSTRUCT 5' WIDE CONCRETf CONTIGUOUS SIDEWALJ( PER SDRSD G-1. lf,t~kH ® CONSTRUCT CURB RAMP TYPE A PER SDRSO G-27. L9 uo 9.21' 127.61' CB 51.69' C9 20.95' S 89'55'20" E N 87°53'43" E G-1, CURB G-2, CURB & GUTTfR 183.00' 1611'0" TOP OF BfRM 138.54' 8'J9'54• TOP OF BERM o· 10' 20' JO' 40' fSHFil CITY OF CARLSBAD ISHEETSI l-----,l---+---------------1-----+--t---t---l ~ ENGINEERING DEPARTMENT 30 1----+-----l------------------t----1i-------i----;-------1 ! © CONSTRUCT 6" CONCR[Tf CURB PER SDRSD G-1. I 0 INSTALL SALVAGED ,\I-I/TE POI.YVIN'rl.. COAlfD DECORATIVE FENCE. .... 1~ © INSTALL 6'X12' F!LlfRRA PLANTfR BOX AT 71-IE BACK OF SIDEWALK, PER DETAIL A • ON SHEET 11. (BOX /1) i ® INSTALL SDR-J5 6" PVC PIP[. ~ " @ Tl[ INTO EXISTING CATCH BASIN. !I ® CONSTRUCT BERM FOR LANDSCAPING. L11 67.94' L12 129.82' L13 16.55' L14 47.26' L15 137.24' C10 J.11' 2.00' C11 31.02' 44.98' C12 106.88' 2289.35' C1J 60.36' 443.04' C14 60.36' 443.20' C15 52.65' 225.47' N 88'41'5" E S 87'50'27" E S 87'45'39" E S 8917'7" E S 87'54'24" E G-2, CURB & GU TTfR G-2, CURB & GUTTfR G-2, CURB & GUTlfR G-2, CURB & GU TlfR G-2, CURB & GUTlfR C16 52.65' 225.47' @coNSTRUCT CURB INL£T TI-IAT PASSES UNDER SID[WAU< PER DETAIL JON SHEET 11. @ INSTALL R[CLA/M[D WA lfR 2" !RR/GA TION. SERVICE PER CES W-4. @RELOCATfD DOMESTIC WAlfR METfR. @RELOCATED FIRE HYDRANT P[R CE$ W-12. 897'58" G-1, CURB 39'31'9" G-2, CURB &-GU TTfR 2'40'30" G-2, CURB &-GU TTfR 7'48'22" G-2, CURB &-GUTTfR 7'48'13" G-2, CURB & GUTTER 13'22'48" G-2, CURB & GUTTfR 1J'22'48" G-Z CURB & GUTTfR @RECLA/MEO WA TfR POINT OF CONNECTION (POC), SEE !RR/GA TION PLAN. DATE INITIAL Of C ENGINEER OF WORK /LT DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR AIRPORT ROAD WIDENING GRADING AND STORM DRAIN PLAN STA. 0+00 TO 5+75 OWN BY: --=----PROJECT NO. I DRAWING NO. LC~~!%io!!=D~~"--'{--'-'\ =it=-1 3811 _ 455-8 Vl 0 ~~ ~ G) 00 ~ Q, u, w Y1 0 00 120Ll========t========-::---J:--------------------------------------------------+--------+------------+~-----------------------------t-----------------t-------,-----------r-- -----------------------... 1-- 1..u --------------------- 110L-L--___:_---=---==· ~-=-=·=--=·=·--=-·=·--=-t==-=--=---=___:_---==---=--=----=----t:__:_____:___:____:____:_ _ __:_ __ ___:__+ __________ -{----___:_~°'~-~=r---:-~~--~:F+-=----==---==___:___:_ _______ 7 ____ __:___:_ _______ t-__________ -t _______ -;:2;t--7---------------l------------+-----1cl<lcc-_--------j--110 ~~ ~o --l.C) Rii) +<;, jO'IGj ~i ,1;"> '-1:. ----_ ~1-~i! -------~: ~ g~ 100 ~~I;~-:::-:_::::::-::::-_-::._:::._:::._::: __ -_::: ___ ~~~~-g~\;;''a-,:,-,.,"'-ir=:_-::: _::: _::: _=f:=:::_ :::_::::::_:::_:::_:::._ = __ ::: ____ ::: __ :::_ ====~::::::::::::-----------------&\4-llH.M"lCf;-{;G:/<R,.Am;'7~-------t-~--------====~f _-----,---==!~---= __ -t_ i--------_---,-,_-~~-----------==-~----------✓---="."'.,-,--,---,-_ -__ -__ t-/-,,,--::_ =-------=====--~-__ :::.-:::-~,:_-~-:_-_i±~_-,,-::/r·,~---=====--=-=-=---J/-;:-_,.,:::.,:.-,-,_.,-_-c_-c ___ t __ -::::=,,-:::: .. :::.:::-._:_--____ ====~-_;,,,t.:~"~-1 .::1====1-=-~~--·;;:,,.:::.,_: __ '~---~:::::-=-~--=--=--------------r: --~--=------~_-:_-_-_-_--_-__ -_-_-__ --___ --------,.._--c_-• -------__ -___ __,__ -__ -/ OO A .53% 90 '- (TOP OF G_U B) ---~ ---is '-' a - ------------ 0 ' -~~ ~ aoL_J_ ___ __:____:_::_:____::___::____~-=~~~-l=-=---=------=------------=----t~~~~~----=----------l-------------+------------f~~--------------=+-----------=----------=-------------7-------------------------t---------------i-----------T--------------1----~~ ~~ -----+-------------;--80 0"' • <o o· o,~ fB~ 0+00 --- ----... -----, .. '-' o+ ~~ ~~ 1+00 2+00 "! :g .., ~ "') l!l 0,"' .-r--: N " "'1 "'"' ~gj 0, 0) 0) 0, °'"' 81( 81( 8~ 8~ J+00 4+00 - ------ ..,~ ~~ " .... "' .... . "' --,--.: . "..; "' "' "' . 0, ;:J; 0, :;i 0, 0, 0, 0) 8~ 81( 8 <:) "-81( -------------~-------- 5+00 6+00 ' < L PALOMAR AIRPORT ROAD TOP OF CURB PROFILE STA. 0+00 TO 6+00 $1.4_ tJ,t,:J{), {)/) re !J(}.65 CURB \ , ' FUTURE IMPROVEM~ (NIC) ~ : ',. , __________ \ ,, ----. ~ :--~ - - - - - - - - - - - -::;; 7 ------------------,,..----- ' --1 'ON'€_ 8 II I 1.' <' ~a OefAll R/61/T< • I , I , ~ I -£ '" --l--T I ~ y-•·.o.- T r E ~ " DIRT gJ If_ STA. J0+49.4 CENTER OF MH r HORIZONTAL SCALE 1• ; 20' VERDCAL SCALE 1 • ; 10' -T ,_ ----- ~-~~GAS---GAS---GAS--- 13 l#.ST.4l{EO(lJ mo flf 0 + -EXISTING 18" RCP - gi STORM DRAIN LINE u, E---E---E---E ------- RW RW RW 29+00 --------+------+--------~----- w ,, 0 RW 30+00 RW RW~RW RW l' "" RW RI Wi--W---wr---,"'-:----w----,,____ CONSTRUCTION NOTES: (j)coNSTRUCT TYPE A CATCH BASIN PER SORSD D-1. ROUND PIPE ENDS IN DRAINAGE STRUCTURE PER SDRSD 0-61. RE-US£ SALVAGED MANHOLE COVER. G) CONSTRUCT 18" RCP. BEDDING SHALL Bf PER SDRSD 0-60. SEE DETAIL I ON SHEET 11 _ FOR PROFILE. (i)coNN[CT TO EXISTING 18' RCP. CONSTRUCT A CONCRETE PIP£ COLLAR AT CONNECTION PER SORSD D-62 ©coNNECT TO EXISTING [OGE OF PAVEMENT PER DETAIL A ON SHEET 7. (§)cONSTRUCT 5• OF AC OVER 18" OF AB. ©coNSTRUCT JO' .WOE: CONCRETE CURB AND GUTTER PER SDRSD G-2. (j)coNSTRUCT 5' >110£ CONCRETE SIDEWALK PER SDRSD G-7. ©INSTALL SALVAGED CHAIN LINK FENCING ON PROPERTY LINE PER SDRSD M-6. (DcoNSTRUCT 6' WIDE CROSS GUTTER PER SDRSD G-13. @ INSTALL 4'X8' FIL TERRA PLANTER BOX AT THE BACK OF SIDEWALK, PER DETAIL A ON SHEET 11. (BOX #2) ® INSTALL SDR-35 4• PVC PIPE. @ CONSTRUCT 2: 1 SLOPE. @ CONSTRUCT CURB INLET THAT PASSES UNDER SIDEWALK PER DETAIL J ON SHEET 11. @CONSTRUCT 5'-6' DIAMETER CONCRETE PILE FOUNDADON PER DETAIL SJ7 CALTRANS SID Pl.AN, POST TYPE II. REPLACE SURFACE TO ORIGINAL CONDIDON. @coNSTRUCT CURB RAMP PER $ORSO G-140. @coNSTRUCT 6" CONCRETE CURB PER SDRS G-1. @CONSTRUCT CONCRETE DRIVEWAY WITH 11· OF CONCRETE ON 5• OF AB. CONCRETE PAVEMENT SHALL BE PER SDRSD G-18, WITH AN fXPANSION JOINT A T THE INTERFACE OF THE CROSS GUTTER AND CONCRETE PA VEMEN r. BASE If. 14 EL 95.55 u, 0 I @coNSTRUCT CURB RAMP PER SDRSD G-27 TYPE A. @CONSTRUCT 24' WIDE CONCRETE CURB AND GUTTER PER SDRSD G-2. + ;,; ' l-o. C/I.R8 __, 8 ON·r---------------- T T T T--r r ----------+--+--11 it ,, CtJN$f/?{IC T CU/?tJ R4Ml7 PEA' S/llf.JD (} • 28 ~ ------ GAS-T---T---Tr--r---GAS---GAS---GAS }_ o· ---GAS -GAS ----GAS---~ E----::_-_-_E-::__--_-___ -__ E _____________ E ____ E __ __:E:___ E E-+--E E--f. t,AS NEW CAL TRANS TRUSS ~-SIGN STRUCTURE -SEE -SIGNAGE-4 SJRU?INfl..E!.AIL_ AND LIGHDNG PLAN ·RW RW 32+00 RW ------- -----------------------__::__ _______________ "t_ -GAS:.=i ------------------ ------ --------~--------- SCALE 1• ; 20' 10' 20' JO' 4-0' w "' -Jc Exp. 06/3 CIVI Of C ------------- ~ CITY OF CARLSBAD ISHEETSI 1----1---4----------------11--+---t--+---t ~ ENGINEERING DEPARTMENT 30 1-------1--+------------------,r---+---t-----t--1 PALOMAR AIRPORT ROAD WIDENING GRADING AND STORM DRAIN PLAN STA. 0+00 TO 6+00 DA TE INITIAL ENGINEER OF WORK Vl 0 ~~ (1) G' rl- \.0 ~ 9, V, w Y1 0 00 ' 120--------1-----------l---------------1f----------+--------+----------t-----------t---------------r--------------------ri120 . ----. 110 ' ~ r ;lf 0, ., • 0) 100 V> ~-"" . - ---. . I .. 90-_:__::_.j._ ________ --J------,-------f------l------+--------+---------t-----------t-------------------t--------------------71 ---PROP SEO GRAD&----J 90 ' ·---:-;; ·.1, _;si-' . ----- 6+00 (TOP PF CURB) 7+00 8+00 PALOMAR AIRPORT ROAD TOP OF CURB PROFILE STA. 6+00 TO 9+51 s HORIZONTAL SCALE 1• = 20' VERTICAL SCALE 1" = 10' --- ------ ------ !PT l, ' --- R RW --- --- RW -------J-----------------+-----------------38+00 --------Ji7+00 ---------~-------------------+-- CONSTRUCTION NOTES: 0)coNN[CT TO EXISTING EDGE OF PAVEMENT PER DETAIL A ON SHEET 7. (i)coNSTRUCT 6' OF AC OV£R 18' OF AB. 0)coNSTRUCT JO' WIDE CONCRETE CURB AND GUTTER P£R SDRSO G--2. G)coNSTRUCT 5' \\!OE CONCRETE SIDEWALK P£R SDRSO G-7. @INSTALL SAL VAGfO CHAIN LJNK FENCING P£R SDRS/J M--6. @INSTALL 6'X10' FILTERRA PLANTER BOX AT THE BACK OF SIDEWALK, PER DE.TAIL A ON SHE.E.T 11. (80!/ JJ) (})CONSTRUCT CURB INLET THAT PASSES UNDER SIDEWALK PER DETAIL J ON SHEET 11. @CONSTRUCT 2: 1 SLOPE. @INSTALL SDR-J5 6" PVC PIPE. 9+00 -.. - -:, ~:-({-'." .t~) .. ·.-_:~_:~-~:~(/';t._<-· -GAtT -----------E ------------- ---E Gfi ~-- -------------------- ----- -----38+00 <o ...: 0, 1:8 --------- 80 '" TRA so iM ----' ----:m:'.,. ___ ----- E C, )> u, ~ "lRE RW u, 0 GAS I ~ i I I g ----------+-----------------+--------------.__;;,_ --------39+00 &c---R:'lj,--·l-__,-=--jJ; W•---=-----------RWI---=----~---R_:1-----~--\--f--~ ~ SCALE 1 " = 20' o· 10' 20' JO' 40' CIVI Op C > ------------------ g I u, u, IN TERSEC no REFERENCE POlµ;__-+---w------1---w--- N 955.98 E 2724.78 fsH@l CITY OF CARLSBAD I SHEEiS I 1------1---+-------------------11------i---i------r---, L...lQ_j ENGINEERING DEPARTM!i:NT 30 1-----1---t-----------------1,------i---t---t--t DA TE !NITIAL ENGINEER OF WORK L ,R(Y/SE!J tOc.4170/114NOQ(/,l))lflTY OF t!Nv'cA' ,. '/.OcW.4bf C..?',4,1/#Et5 REVISION DESCRIPTION DA TE INl11AL OTHER APPROVAL CHY APPROVAL PALOMAR AIRPORT ROAD WIDENING GRADING & STORM DRAIN PLAN STA. 6+00 TO 9+51 APPROVED WILLIAM [. PLUMM£R &(/~,,.:. r. ~ .• .,,.,.__ d:-G~t29 DEPUTY CITY ENGINEER 28176 EXPIRESJ J7 10 DATE OWN BY: JI.I PROJECT NO. I DRAWING NO. ~~~g ~~; I 3811 . 455-8 i i ~ PLANTER I BOX J 1 1 CURB DEPRESSED GUTTER AT IHROAT OPENING (TYP) INSTALL STORM DRAIN DECAL PER DETAIL K /HIS SHEET INSTALL CONSTRUCTION JOINT SIDEWALK CURB INLET TRANSJnON FROM STANDARD TO DEPRESSED GUTTER (TYP) ELEV 'A' MUST BE HIGHER THAN ELEV 'B' FLOWLINE ELEV 'A' SEE FIL TERRA BOX TABLE CURB JNLEf THROAT BYPASS CURB INLET FLOWUNE ELEV 'B' SEE FIL TERRA BOX TABLE B 11 INSTALL 15 GALLON IHUNDERCLOUO PURPLE-LEAF PLUM [ 6" INTERLOCKING JOINT (TYP) FIL TERRA UNIT STORMWATER STRUCTURE ----;~~-:1lm WALL OF ~------~~., 4'-0" 4,_8• /NV TO TOP 1. PERFORATED UNDERDRAIN SYSTEM BY AMER/CAST 95% RELATIVE -----~ COMPACTION NOTES: IHE PLANTER BOX FIL/RADON SYSTEM THAT DRAINS TO A STORM DRAIN STRUCTURE IS A WALL OU Tl.ET ,___E_-1--' DETAIL 11 EXISTING STRUCTURE OR PROVIDE OPENING IN NEW STRUCTURE OU Tl.ET PIPE. CONNECT TO STORM DRAIN EFFLUENT INVERT OUT Sf[ FIL TERRA BOX TABLE STORM WATER STRUCTURE EFFLUENT IN (MUST BE LOWER) FIL TERRA BOX TABLE BOX /1 BOX /2 BOX jJ SIZE L PER PLAN EffiUENT INVERT OUT 69.5 88.94 85.60 j 6" [ffiU[NT INVERT IN 68.0 88.64 85.10 SDR-J5 PVC COUPLING ELEV 'A' 0.17' Baow EXISTING 92.44 0.17' ABOVE UEV. '8' CAST INTO PRECAST BOX WALL -'[=LEC.CV_'c..c.B.------N-'/~A------9-2.-JJ ____ EX=1s"'TIN,-G,-------(OUTTET PIP[ LOCA DON VARl[S} 1----w --~--11 SIZE PER PLAN CONSTRUCTION JOINT @ SIDEWALK AND BOX JNTERFAC[ PLAN VIEW BACK OF SIDEWALK PLANT AS SUPPLl[D BY AMfRICAST PRECAST BOX WALL SEE DETAIL 0, THIS SHEET FOR IHROA T DETAIL. •SCHEMA nc D[TAIL IS R[VERSED FOR BOX 12 AND TH£R[ IS NO BYPASS FOR BOX /1. PA TENTED DESIGN. CONTRACTOR SHALL USE THE SPECIFIED FIL TERRA PLANTER BOX OR APPROVED EQUAL DIMENSIONS 6'X12' 4'X8' 6'X10' CITY EASEMENT (FENCE 1--J'-0" _ __, IN TWO LOCA DONS) B PLANTER BOX CROSS SECTION (NOT SHOWN FOR CLARI TY) SDR-J5 PVC OUTFALL PIPE AT MIN 0.50% SLOPE TO OUTFALL SDR-J5 PVC COUPLING CAST INTO PRECAST BOX WALL A 1 1 NEW CONCRETE CURB LOT EXISTING FLOWER I FIELDS PARKING PLANTER BOX PLAN VIEW 1 1 SCALE: 1/4'=1'-0" INSTALL SALVAGED D[CORA nVE F[NC/NG 6'-0" NOTES: SEE LANDSCAPE AND /RR/GA DON PLAN CONSTRUCT BERM, SEE PLAN FOR ELEVATIONS SIDEWALK APPROX/MA TEL Y 2'-6" i-~---12·-o· ------ DIMENSION VARIES SCALE: NTS 1. BERM FILL SHALL 8£ COMPACTED TO 90Jr RELA I/VE COMPACT/ON. CURB AND GUTTER PAVEMENT EXISTING PAVEMENT ffi ~~~/~"~~~S SECTION WIDIH VARIES A 7 120------~---~----_-_-__ -__ -__ -_===-=--=--=-~ ! r-------------- ,-------------r--------------1~----t--------------~ _ _ _ ::.~ INSTALLJILHCP. f-----__ --'"' _-__ -5=0.5% MIN:-_:.-_ _ __ _ f----1~1c=r~ 0+00 '.~.i 1"~:' l,, l ~~ ~ :l:l ~~ £XIS TING J.lj_ RCF INSTALL SALVAGED CHAIN LINK FENCING ~ ~~/,EXISTING STORM DRAIN EXTENSION -PROFILE G 11 2Jr SLOPE TOP OF BERM ~ / / .,, _,, Sf£ LANDSCAPE AND /RR/GA noN PLAN CONSTRUCT 2:1 SLOPE 2 "'3t GRADE 11 SCALE: 1"=10' _ SIDEWALK 11----1 ----1z.:-§_·_JcS=~---------24•-o· __________ _ -----12£CELERA TION -LANE_ AND _!DDJnONA'::_ IHROUGH LANE /~-----~~ 2% MIN. '7i1);7I~itt··-ill,••Ql"J,. ='fil!o'll;i:-e.·~§Jl-, •~ ,,;-: ~ _: 1 2·-0· MIN. COVER NEW PAVEMENT EXISTING PAVEMENT NEW CROSS SECTION £LEC/RICAL y CONDUIT CURB AND GUTTER 2Jr SLOP[ I TOP OF BERM H 11 WID 7H VARIES ~~ e5 tj EXISnNG~ INSTALL SALVAGED ~ a GRADE CHAIN LINK FENCING ~ a-, ------------ / / CONSTRUCT 2: t SLOPE CONSTRUCT NE'N FOUNDATION NEW CROSS SECTION W SCALE: 1/4'=1'-0' INSTALL SALVAGED UGHT POLE SIDEWALK 5'-0"t---1 CURB AND GUTTER LIGHT POLE 2'-6" -----DECB.ERMIQN LA/'JE_J,1'11] .ilDD1T/11NAL_IHROUGH LANE___ .,,-:---, ,.,. J 2Jr MIN. ,_ , -~, NEW PAVEMENT EXISTING PAVEMENT A 7 A 7 CLEANOUT COVER CAST IN TOP SLAB TREE FRAME & GRATE CAST IN TOP SLAB TOP SLAB INTERLOCKING JOINT (TYP) J'-6" /NV TO TOP CONSTRUCTION JOINT SIDEWALK PER DETAIL J /HIS SHEET. E 11 FLOW PR[CAST BOX BASE 0 0 0 0 0 0 0 0 0 0 0 0 0 WALL OUTLET DETAIL SCALE: 1"=1'-0" INTERNAL UNDERDRAIN SYSTEM FIL TFR MEDIA PROVIDED BY AMER/CAST MULCH PROVIDED BY AMER/CAST UNDERDRAIN STONE PROVIDED BY AMER/CAST ffi PLANTER 1 SCALE: NTS J" - S[CTION VIEW BOX DETAIL ANCHOR J" P[RFORATEO UNDERDRAIN SYSTEM MIN. REBAR l-+-----6L .. ------1f-'.-~~~-~ CLEARNACE I I I MONOLIIHIC GUTTER jJ BARS CONTINUOUS EACH WAY 6" O.C. FIL TERRA PLANTER BOX = ~ t---:_f-::--= ~ I I I IHROAT I I _ I _I_ t-o• QPENINGJ I II± II I I I I _ I_I__ __J I __ I I ___ I I I I a· I I 1-----5•-5• -----Jr 1•-5• PLAN VIEW SEE ANCHOR DETAIL J" 2Jr SLOPE J b,;;::-.c:::, .. i•· .f:, ·5·~·,-E.,· ff.-~,.-~, .•c••·E· ··=· •:I.·'.1·:S,c:-r:•Il· E'l~D, 1_i/_.'/_//t~t,_-_;</i-'/ ~~/J.~<-:;i,:'."t"(. I~ CURB LINE ELEVA DON SHOWN ON PLANS J UNDER SIDEWALK CHANNEL 11 SCALE: NTS 1 1/2" 71' 34" FULL WELD #5 BAR CURB LINE z 1/2" x z•x 1/4" x 4'-o" Galvin/zed Steel Ang/• ANCHOR DETAIL J'XJ' CONSTRUCT/ON JOINT jJ BARS EACH WAY@ 6" O.C. 1. K 1 1 NOTES: STORM DRAIN DECAL SHALL BE INSTALLED ON TOP OF CURB, CENTERED ON /HE INLET, AND OR/EN TED SO /HE LETTERING IS RIGHT SID[ UP WITH RESPECT TO THE STREET. STORM DRAIN DECAL SCALE: N. T.S. ~ CITY OF CARLSBAD I SHEETS I 1----lf---+----------------f-----t---t-------t--1 LJ1_j ENGINEERING DEPARTMENT 30 1----lf---+---------------~f-----t---t-------t--1 .A88UflT DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-lER APPROVAL DATE INITIAL ClTY APPROVAL PALOMAR AIRPORT ROAD WIDENING GRADING AND STORM DRAIN DETAILS , 4-6 ~tJrl DEPUTY CITY ENGINEER PE 28176 EXPIRES J J1 10 DATE ' DWN BY: PROJECT NO. I DRAWING NO. ~~g ~~; ;fft 3811 _ 455-8 I~ l ---M,-~---ji---/Jj------+-K,'f',,\:::i;:c--+l g_ I ~ I~ I'll I~ I -j w \ -.. - I i ---- r I - ls7A '131,0IJ , l.!" 2 Q tJll;S'_/61 i I I J I I I • r r I ~~ 9T.4. 251()() " • 2·2"()#$/6# I I I 1 ,i. i -! _, , . I , I I -· - - I w -- I 26+00 ·-+· ----- I w w --- - w ·-+- w I , " .$,?!?, J2,'9G 2-/H 6'r. -er. FUTURE IMPROV£M£NTS (NJC) = c_.,___, = -= F"\_.·. •. · ... \_, .,t.• 4·,·.·:· :·.~ -: :.~.-.·.:_: / . .:::_:-\.'. ~ ... :.· < i. '::.~.<. ·~---~:. ;.:.•., ·\.,.--(. ( __ · : .. -• ·.•.~ .. ::< ~ ~ ? .. :·•.-··.~ < .. i.'. ~~.; __ ~_: .. :-:-:,,,.. ··i .,_-:>~ ... ~.·,, '·, : ._ .. ;_ •. ; ''< ' .,. . • . •·-. . -· .< ~-<"\: . --. . --..., ,•• •• ··.·.·•'!_.,,.•.:,.:~·.\•;\~·-",·-··; •.• ,. .•. '"1 ~·--·-,~-.• -•• ~ • ~·: '<,· ;.·-_.:.. ,-' T --' i • ., -. • ., • ·~ .. " ·-;. :•-,.·'';',. a--.,/\-,~ , . C ~ b I~ ' '. :-_'S+-~---,. -\;-¾, ' ' ' ' : \ ' ~ ~ e ' ' ;ta , > . ' ' 'C, i ,, i :, ~~,,~"';·ec· .ec'-,J.., ,-G :~~->~~~::, ;;:·~ -=-~~-~-~-¼• --------... \ \ -•----------\--t:"""'•----m-----------~T--T T / - E E 00 ·--+ 1o" TREE E .,. --,r _, I ~ '1 E----£-----t. 6 5 FIXTURES TOTAL, 1 --EER..LANE __ _ "" 0 DRAINAGE INLET, SEE GRADING PLAN. ---t ...... "' RW R~(3 RW Rw1---sw,---Rw -· ~.-.a--~: -~~•: . _sw_ · I -.. ~TRE•~,:o~J. •_w,-----Rw1------•~=~ '~ -RW RW RW f"w l R RW . ... :9:i. ------~-'-:::; _______ ._ ______ i _____ 10:oo _ _ "' -J ~.r ~ _ _ _____ 32;00 ______ ·!lt-i-1·---w----~~---~,¼~+-------RW -+· J4 " w w ~ ~ w---w,-----w---w·---w---w·---w,---w·----~8, ___ w·---w,---w~~ j a. ~ ~ ~~ '--\...__ ~(/) ~ (/) CONSTRUCTION NOTES: 0) INSTALL NEW PULL BOX PER CES DETAIL GS-21. (i)1NSTALL SALVAGED UGHT POLE, INCLUDING MOUNT[D SIGN PER SDRSD E-1, D/RfCT BURIAL FOUNDA noN. UGHT POl.ES SHALL BE GROUNDED PER SDRSD E -2. A TT A CH MEN T OF THE GROUNDING WIRE TO THE ANCHOR BOLT SHALL BE BELOW THE LIGHT STANDARD BASE PLATE WIIH AN APPROV£D CONNECnON. @INSTALL 1• PVC CONDUIT f\llH f/6 WIRE FOR STREET LIGHnNG SYST[M AND #8 WIRE FOR THE CALTRANS TRUSS SIGN STRUCTURE LIGHTING, © CONNECT TO EXISTING CONDUIT. ALL SPLICES SHALL BE ENCAPSULA T[D f\1/H RA YCHEN GEU\RAP WRAP-AROUND SPLICE CLOSURE OR APPROV£D EQUAL. Ci) INSTALL METER TYPE 111-8 SERIES PER CAL TRANS STANDARD PLAN ES-2£ @INSTALL SIGN L/GH17NG FOR 24' PANELS PER CALTRANS SID PLAN ES-15A. TWO (2) LAMPS AND BALLAST AT 150 WATTS SHALL BE INSTALLED PER FIXTURE, PER CALTRANS SID PLAN ES-158. 0 INSTALL 1' PVC CONOUIT WI/H /16 WIRE FOR STREET LIGH17NG SYSTEM. @INSTALr~VC CONDUIT WIIH #4 WIRE FOR CALTRANS TRUSS SIGN STRUC~;GH17NG. ,';;\INSTALL /j8 WIRE FOR CALTRANS TRUSS SIGN STRUCTURE LIGH17NG. SEE \V SIGNAL MOD/FICA noN PLAN FOR CONDUIT SCHEDULE. o· SCALE 1 • = 20' 10' 20' JO' 40' No .• --'=~-- -fc Exp. ~==~ or c L ---L---1------------+--+--t---t-------i~2 CITY OF CARLSBAD ISH3EEOTSI ~L1?_j===-'==E=:N'::G=:IN:=E=:E=:R:=IN:=G=D=E=P=A=RT=M=E=N=T==:::'..::===; PALOMAR AIRPORT ROAD WIDENING LIGHTING PLAN STA. 22+34 TO 34+00 I ' ! I I I I ... "' I Iii! I i 1- w 00 _ ____, _i - R"' RW ' -+-L- ' I RW,---RW RW 35+00 ----+---" -36+00 ----1-------j CONSTRUCTION NOTES: 0 INSTALL NEW PULL BOX PER CES DETAIL GS-21. ,;;,INSTALL SALVAGED UGHT POLE, INCLUDING MOUNTED SIGN PER SDRSD £-1. \V UGHT POLES SHALL 8£ GROUNDED PER SDRSD £-2, DIRECT BURIAL FOUNDAnON. ArTACHM£NT OF !HE GROUNDING WIRE TO !HE ANCHOR BOLT SHALL BE BELOW !Hf UGHT STANDARD BASE PLATE W/1H AN APPROVED CONNECnON. @INSTALL 1• PVC CONDUIT AND fl6 WIRE. G)coNN[CT TO EXISTING CONDUIT. ALL SPUCES SHALL BE ENCAPSULATED W/1H RAYCH£N GELWRAP WRAP-AROUND SPUC[ CLOS/JR£ OR APPROVED EQUAL RW RW RW R I I RW R'" ' .. RW RW -_ _,_ --·--> ----- SCALE 1• = 2D' O' 10' 20' JO' 40' le=--==~-=~-==~ Exp.~==~ C I V I or c~ 0 V, ! ' i ! . s• TRE:I I I I I i " " ' " r I r ' ' I ' • I ' ' 8"" TREE ' fl) ,p I "l. I ' I ' ' ' r--T3 ,, I ' ' -$-rs Ell -, ,------____ _.W -----R:~ --RW1-f~---_-=--=--,,_,-~;:===-R .. ;==--=--=--=-~R ~~ ~ /NT[RSECnOI ~tf --1 --, REFERENCE POI IT w __ , .. N 955.98 E 2724.78 V, I g I ~ CITY OF CARLSBAD 'SHEETS! 1-----lf---+----------------f----t---t---;---, L__1lj ENGINEERING DEPARTMENT 30 l-----lf---!------------------,i------t---t---t--1 'fl DA TE INITIAL DATE INlllAL ENGINEER OF' WORK REVISION DESCRIPTION QJH[R APPROVAL CITY APPROVAL PALOMAR AIRPORT ROAD WIDENING LIGHTING PLAN STA. 34+00 TO ARMADE DRIVE OWN BY: PROJECT NO. I DRAWING NO. ~~g ~~: ~~ 3811 _ 455-8 ! I =,Cg I~ fl! q, ,~ • ID ~ ¾> ~ 10' ' 48" MIN (TYP.) I ' I --' I ' · ------1-----li-----:;;S"\19 I ' I ' I ' I 22+ 4.38 ----!------- ~ INTERSECTT0N I R£ i N 1000.00 E 1000.00 ' I ' I ' I TYPe OA4!· J Mfltf!(f,f ---~~ ' ' 00 ----I- 10~ IRE£ GENERAL NOTES: 1. ARRO'NS ANO LETTERING SHALL BE CENTERED IN THE LANE. CONSTRUCTION NOTES: 0 SEE SHEET 18 FOR TRAmc SIGNAL MODIFICAnONS. 0 PAINT 8" WHITE CHANNf"LIZING LINE PER CALTRANS SID PLAN A20D, DETAIL 38A. G) PAINT 4• WHITE LANE LINE PER CAL/RANS SID PLAN A20A, DETAIL 12. © PAINT 6" WHITE BIKE LANE LINE PER CAL TRANS SID PLAN A200, DETAIL 39. ® PAINT 6" WHITE BIKE LANE INTERSECnON LINE PER CALTRANS SID PLAN A20D, DETAIL J9A (200' TYP:). © PAINT 12· WHITE CROSSWALK LIN[ (THERMOPLASnc). 10' INSID[ DIMENSION. CROSSWALK LINES SHALL BE STRAIGHT, CORNER TO CORNER AND SHALL HA VE NO ANGLE POINTS. (!) INSTALL TYP[ IV (R) PAVEMENT ARROW (TH£RMOPLAsnc) PER CAL TRANS STD PLAN A24A. ® INSTALL "BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLASnc) PER CALTRANS STD PLANS A24A AND A240. 0 INSTALL "SIGNAL AHEAD" PAVEMENT L[G[ND (THERMOPLAsnc) P[R CALTRANS STD PLAN A240, ' I , STA. 23+06.51 ! ' STA. 23+29.10 17 ------------ -10' 23+00 ~ ~ --:;:r------24+00 --J---------7,r-• -v -~ ------- A/RPORT @) CONSTRUCT TRUSS TWO POST TYPE ROUND PEDESTAL PIL[ FOUNDA noN PER CAL TRANS STD PLAN 537, POST TYPE II. @ PAINT NOS[ OF M£DIAN YELLOW. @) INSTALL SALVAGED "RIGHT LAN[ MUST TURN RIGHT' (R3-7) P[R SDRSD M-45. @CONSTRUCT TRUSS SIGN STRUCTURE AND SIGN. SE£ SHEET 16 FOR DETAILS. @ INSTALL SALVAG[D R4-7 SIGN PER SDRSD M-45. @ INSTALL SALVAGED "J5 ZON[ AHEAD" SIGN ON LIGHT POLE. @INSTALL NEW "RIGHT LANE MUST TURN RIGHT' (RJ-7) P£R SDRSD M-45. @INSTALL SALVAGED HOME SIGN. @ PAINT 12· WHITE CROSSWALK LINE (TH£RMOPLASnc). 10· INSIDE DIMENSION. @ THE CONTRACTOR SHALL RE-ALIGN STRIPING WEST OF PAR AND PON INTERSECnON AS N££DED TO ACHIEVE STRAIGHT TRANSJnON THROUGH THE INTERSECnON. 12' 6' SDG&£ 12· ---12· 12' 12' ROA£J • SCALE 1 • = 20' o· 10' 20· JO' 40' --------- ---- 26+00 ---------+-----------+---- fl! f--. ----- 2 00 = ~ = --=== = ~ = --== ---+--- ------ 34 ---+- 28 ~ CITY OF CARLSBAD ISHEETSI 1-----l---l------------------1---t---t---t-----1 l__1iJ ENGINEERING DEPARTMENT 30 ~::::::::...===:::::::::::::============'....:::::=~ PALOMAR AIRPORT ROAD WIDENING No. Exp. 06/30/10 CIVIL I 118 /Jt/lt DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OlliER APPROVAL QTY APPROVAL SIGNAGE & STRIPING PLAN STA, 22+34 TO 34+00 APPROVED WILLIAM [. PLUMM£R -~t:,tZ: ;?./4,...._..-:1.....___,//•6·#- DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 10 DATE OWN BY: PROJECT NO. I DRAWING NO. 2~g ~r ~~ 3811 . 455-8 I ! ---- 00 I -- ~ I 3~+00 c====--+~~-------+---------- ~ ,-:: i:E i (I) II CONSTRUCT/ON_NOTES: - [ LANE SIGN PER SDRSD M-45. 0 REINSTALL SALVAGED NO PARKING BIK r,;', REINSTALL SALVAGED RJ-J SIGN ON UGHT POLE. \:;.J • ""'TE LANE UNE PER CALTRANS SID PLAN A20A, DETAIL 12. @PAINT 4 "'" g © PAINT 5• WI-I/TE BIKE LANE UNE PER CAL TRANS SID PLAN A20D, DETAIL J . ® PAINT 5• WI-I/TE BIK[ LANE INT£RS£CnON LINE PER CAL TRANS STO PLAN A20D, DETAIL 39A ( 200' TYP. ). S 6£ © INSTALL SALVAGED LIGHT POLE AND PULL BOX PER CALTR~:E:::~::i ;ER. h\ CONSTRUCT "BIKE LAN£' PAVEMENT L[G[NO AND ARROW \.!..J CALTRANS STO PLANS A24A ANO A240. --------------- - ------ -------------- ---f 36+00 -+- --------- ---- -------- ----- ------------ --------- ---------------- 37+00 -+---- PALOMAR a· -J 38+00 +-- AIRPORT 4 ' • SCALE 1• = 20 10' 20' .30' 40' / -f---- ROAL/ --- . .- ·r 39+00 + . f ' ' / . ' -$- TS . • llJ -$- TS e r· JR£ I ' I ' I ' I ' ~ ~ ' J : ~ ~ ~ ~ ~ p ~ - f INTERSECTION REFERENCE POINT N 955.98 E 2724.78 \ < NV ® ®wv WV -$- TS ~ UL] CITY OF CARLSBAD UQj ENGINEERING DEPARTMENT '-===t==t==============~==+==t==t===j PALOMAR AIRPORT ROAD WIDENING El-==J~=l=====~~~=======l==~=7===f~~ SIGNAGE & STRIPING PLAN STA. t=~==~ =I~===++===========--~============-==== -it= ===t=+===⇒-1== -==f+ ==~=3 '~i22iu,+WJ34£r;Pllo/MMARwM=~=DA=D=R=l~=E:_ ~=i ~ """'""' ""'" -.-f!. ~ .,,, ~=t==t==--===========!==t==t==F~ z-',ef. L_~ ---c-~=~~il'--1-t==t==i;;;;;;:===========+;;::t;~=t~¥Ltt~d 0-;;u;1iTY ENGINEER PE 2a116 EXPIRESJL,JI/IODATE I PROJECT NO I DRAWING NO. -:>"'J..L·lL ~ OWN BY: . 455 8 "' ,4$ /J{J/LT DATE INITIAL DATE INITIAL CHKD BY: JM 3811 - 1--'.0lH"'ER-'-"-Af'~PR=ov~A~L -t---,::;Cl;::;TY;-Af';:-;;;,PR;;:O;;VA;;:L7 RVWD BY: BP DA TE INITTAL ENGINEER OF WORK REVISION DESCRIPTION ,,---..-~----,,,.-....-..,---..--, 85'-o" --------------------------------------------~ · --~ N MtJUNTED PEii' C4Lll?Jll/S 1 .Pill/ 5/9 . - GENTER OF SIGN ELEV. 122.55 -- 27'-o" SEE GRADING PLAN _ FOR TOP OF PEDESTAL ELEVATION ' I ~ I ' I ' I ' I ' I ' I ' I ' I ' I ' I I 17'-Q" , ___________ 24'-o" ------------if------------24'-o" 6'-o" I 12' -0" ~ 7, A r "' CENTER OF 5!Q!Y Palomar Airport Road + \ ' + /" \ ' ' wSOUTH San Diego + ' ' J G24 SIGN J (3, a::, > 1'7" 1'7' 0 a::, G\ICJ i,?ICJ i,?ICJ >< =e: >< =e: "-=e: G:: :s G:::5 C,.., ~1~ ,__, ~ ,__,~ El~ §I"" u., ~,"" ~! / 21 Lu >< =e: G:: :s ~1~ ::, "" ' ' ' ' 1~6'-0"--+ 12'-o" I I 12'-0" I I 22'-6" v ,. Cv NORTH Los Angeles \ + r\ ,..._ ' ' J \ G24 SIGN /ITP • a::, //7-'~ 2llu >< =e: G:: :s 1-..•~ ffi GI ::, ~ ' -r A Flower Fields r ' ( i! ,\~-G24 SIGN I' 7""---4----1<-/'7" .,~I WALKWAY PER CAL TRANS STANDARD PLAN S16. e2li;j c, ·1s, )<l(J '.2:: ,.___. G::I ::3 .._e la.. 12'-o" I I :c: C, C, <.>, :c: ::,,c,: ~ -----·--------1a'-o" _______ __,·, -(,-..__.___,_-.....,,_.-..r--,, BIKE LANE VERTICAL TWO POST TYPE • TRUSS STRUCTURE PER CAL TR,1JY~ STD PLAN S9 .. '-TYl'e. ,, .. , ./ ·m, , _____ 12'-o" -----~----12'-o" ----------12'-o" ------i.-----12'-o" -------6'-o" -------12'-o" -----1---+-2'-6" vARrEs O[CELERA noN LANE •-----+--+--+-_,I_, ______ __, LANE 1 LANE 2 LANE 3 LANE 4 5' Q" ~ -~ \I I,, RAISED MEDIAN TOP OF BASE~ SIDEWALK ~G'l}iR:gOU!d/.NY!)D~c-===;=2:=fEf=J=Pj~=;~.,,_:E_::LE:..:_V.:,_. ::__:95::_:· 5:::5_-!, TOP OF CURB ~ --_,,,,---AC PAVEMENT ,c==.'_J ELEV. 94.80 ·. • I I l I,: .· L=:'=:J-------------cl-------------.....l ___________ _J~---L./~=-------~-----l ___________ J-..J . I •t ' ~ I .. ' • I { I '· I . I / I I \ • l I I • / . ·1 ·1:.1 1--"J ..;' ... l· .. •111•1•1·. " ·"" I ·1j l l""·. • 11••1,•. •"I_'! IJ:. "' . "' I FOUN;A TIO~ P£R ~ ~ .·. : · .. j ·~ ·. •• --+-(CALTRANS STD PLAN _SJ5,) -".d -.. , .. :A ·".::· \YPEl:_! ~- .d. . -ft,- •. • LL.> ~ 25' ,;. : . 319¢¥ 1/'4 Cdl(Gc If/IMS, !Vb't LiJCI< 4NiJ /!. rl.4I J11ASk'6/i''5 (1YP} 5[CT/tJ/'I ,4.,4 . 2. - NOTES: SIGNS AND SIGN STRUCTURE SHOWN ARE SCHEMA TIC. CAL TRANS TRUSS SIGN STRUCTURE SHALL COMPLY 'M TH CAL TRANS STANDARD PLANS AND CALTRANS STANDARD SPECIF/CATIONS. UGHTING NOT SHOWN FOR CLARITY. LIGHTING SHALL BE PER CALTRANS STANDARD PLAN ES-15B, 2 LAMPS AND BALLAST AT 150 W. SIGNS SHALL BE MOUNTED PER CALTRANS STANDARD PLAN S/9 -\...,. St£ f'IIOPORJ/1¥/NGS 8Y (ILME!i' /fl(l/J$T/i'!ES, l#C, FiJ!f S'IGN 5Tli'f/CTtlHEJ"--Yi\/2\1 "-"-' -Oc:TIJJ/.S, - A SCHEMA TIC CROSS SECTION OF CAL TRANS TRUSS SIGN STRUCTURE 16 SCALE: 1/4"=1'-0" FOUNDA nON PER CAL TRANS STD PLAN SJ5, TYPE 11.S ID - -m I ' (-~ _ CENTfR OF JJGN --~ , ELEV. 122. 55 I I ' I ' I ' I ' I ' I 27'-11" ' I h' ~I _ SEE GRADING PLAN FDR TOP OF PEDESTAL ~· ELEVATION es 1-C § ,-SEE UGH TING PLAN J'~oJJ I-FOR CONDUIT AND WIRE SIZE. ' ,l TOP OF BASE Ir .. / ELEV. 94.60 • . • .,, • -~ • • . I • • . • . • • ~ 25' • . . ' / • . • ' • .. .. p ,. --.... ~ CITY OF CARLSBAD ~ 1-----1---+-----------------1r---+---+----+----t L1[j ENGINEERING DEPARTMENT L_1Q__j 1-----i---+-----------------le-----+---+----+----t I I PALOMAR AIRPORT ROAD WIDENING CAL TRANS TRUSS SIGN STRUCTURE DETAILS -- WORKTO BE DONE: THE SIGNAL MOO/FICA 770N IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. THE DIY OF CARLSBAD SPECIAL PROVISIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTA170N STANDARD SPECIFICA170NS (JULY 2006). 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLA 770N OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND 3. CALIFORNIA DEPARTMENT OF TRANSPORTA170N STANDARD PLANS (JULY 2006). LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS. 4. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2D03 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA). 11. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE DIY ENGINEER OR HIS REPRESENTA77VE FOR THE LOCA770NS OF THE 5. STANDARD SPECIF/CA 770NS FOR PUBLIC WORKS CONSTRUC770N (2006 EDl770N). STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLA170N. 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2006 EDl770N). GENERAL NOTES -TRAFFIC SIGNAL: 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONRJC77NG STRIPING AND PA VEME:NT MARKINGS BY GRINDING. 1. THE LOCA 770N OF ALL UNDERGROUND U TILi TIES ON THESE PLANS JS APPROX/MA TE. THE CONTRACTOR SHALL DETERMINE THE 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO ~EKS PRIOR TO THE DEPTH OF ALL U77LITl£S, INCLUDING THOSE NOT SHOWN ON THIS PLAN ANO VERIFY ALL JOB SITE CONDl770NS. SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESEN TA 77 VE. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF 14. FLASHING SIGNAL OPERA 770N SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK CONSTRUC770N. DURING FLASHING OPERATIONS. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL•. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINA 770N "1TH THE SIGNING AND 200·. STRIPING CONTRACTOR. 4. ALL CONDUIT SHALL BE J" UNLESS OTHERWISE SPECIFIED. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTA 770N AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTR0\1:D BY CONSTRUCnON. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH 5. ALL TRAFFIC SIGNAL POL£ FOUNDA770NS SHALL HAVE A 3• CONDUIT INSTALL[D TO THE: ADJACENT NO. 5 PULL BOX. APPROPR/A TE MONUMENTA noN BY A LICENSED LAND SURVEYOR OR REG/STER[D CIVIL ENGINEER THE AUTHORIZED TO PRACTTC[ LANO SURVEYING. A CORNER RECORD OR R[CORD OF SURVEY. AS CONTROLLER FOUNDA noN SHALL HAVE A SPARE J" CONDUIT AND PULL ROPE STUBB[D OUT TO TH[ ADJACENT NO. 6 PULL BOX FOR APPROPRIATE, SHALL BE FILED BY TH[ LICENSED LAND SURVEYOR OR REGISTERED a VIL ENGINEER AS FU7UR[ USE. REQUIRED BY THE LAND SURVEYOR'S ACT. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAM[TER "1TH BACK PLATES. ALL RED, \1:LLOW, GREEN AND PEDESTRIAN IND/CA TTONS SHALL BE L.E.D. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE IN TERNA TTONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE •A", LED. 18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILIIY DESIGNATED BY THE Cl TY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK UP PEDESTRIAN PUSH BUTTONS SHALL BE 2• ADA, PRESSIJR£ S[NSITTVE AND THEFT RESISTANT. EQUIPMENT. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLA TTON GUIDE ONLY. IT SHALL B[ THE CONTRACTOR'S RESPONSIBILIIY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED 9. SIGN PANELS FOR INTERNALLY ILWMINA TED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC, CUBE CORNER REFLECTIVE OPERATTON. SHEE17NG (DIAMOND GRAD£ OR EQUAL) ANO SHALL NOT BE MORE THAN 6' WIDE ANO 18" HIGH. POLE SCHEDULE MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB PLACEMENT LOG. POLE TYPE LUMINAIRE 1.1.S.N. S. SIG. LUM. MOUNTING INDICATIONS MOUNTING PHASE QUAD PHASE A B C MAS 3-12" (RA,YA,GA) 0 MAS 3-12" (R,Y,G) 29-5-80 55' 15' SP-1-T 6P -4P 250W HPS EXISTING "Paseo Del Norte" MAS 3-12" (R, Y,G) SV-1-T 5-12" (R,Y,G,YA,GA) ® TYPE 1-A --TV-1 3-12" (RA, YA,GA) SP-1-T 4P N 2P -EXISTING' - -(N) (N) (N) (R) (R) (R) (R) (R) (R) (R) (R) . . MAS 3-12" (RA,YA,GA) © 21" 29-5-100 50' 15' MAS (R) 3-12" (R,Y,G) (R) SP-1-T 8P N 6P 250W HPS 12' -8' "Palomar Airport Road" -2" a eot.r, 3G''x:J' _ --SV-1-T (R) (R) ~ 3-12" (R,Y.G) ' .. ) ® (R) (R) 3-12" (RA.YA.GA) (R) (R) (R) (R) (R) I ·-BJZ 1' TYPE 1-A --TV-2-T 5-12" (R,Y.G,YA,GA) (R) SP-1-T 2P E 4P - -9' a· -~41' '.'.l -... -·--·· ..... ..... -30''x3'.t_ iil © MAS 3-12" (RA, YA,GA) f - 50' 15' MAS 3-12" (R, Y,G) ~ 29-5-80 SP-1-T 2P -8P 250W HPS EXISTING "Paseo Del Norte" MAS 3-12" (R,Y,G) I SV-1-T 3-12" (R,Y,G) "' ® I ~ TYPE 1-A --TV-1 3-12" (RA, YA,GA) SP-1-T 8P -2P -EXISTING - ' ~ @) MAS 3-12" (RA,YA,GA) h " 24-4-80 40' 15' 3-12" (R,Y,G) SP-1-T 4P 6P 250W HPS EXISTING "Palomar Airport Road" I MAS - SV-1-T 3-12" (R,Y,G) ii! ® I TYPE 1-A --TV-1 3-12" (RA,YA,GA) SP-1-T 2P -4P -EXISTING . I ~ NOTES: ij (1) ALL EQUIPMENT IS EXISTING UNLESS 011-IERWISE SPECIFIED: ~1,~HSS!o,y,,--(N} NEW ~"> T ( .. ! (R) RELOCATED ~Bi~ ~ 'l ~ ~ "' (2) CONTRACTOR SHALL POll-lOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. ;:;; "v~ h ~ ,n ,~ :..------o.C ' = -IC Exp. June 30 2009 :+ 1:1 "''4 c1v11./4, .... /5 i I"; OF 01.1\'->'<' ~, DATE INITIAL -·< ENGINEER OF WORK i: i..:: 20. THE CONTRACTOR SHALL COORD/NA TE SERVICE DEJA/LS AND SCHEDULING "1TH SDG&E ANO PAY THE REQUIRED FEES FOR SERVICE CONNEC770NS. 21. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERIY OF THE CONTRACTOR. 22. LUM/NA/RES AND INTERNALLY /LLUM/NA TED STREET NAME SIGNS SHALL HA VE TYPE IV P.E.C. 23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING ANO /RR/GA TION SYSTEM AS NECESSARY. 24. VIDEO DETEC770N CAMERA LOCA 770N SHALL BE WITHIN 2' OF PROLONGA 770N OF LANE LINE SEPARA 77NG THE LEFT ANO ADJACENT TI-IROUGH LANE ON APPROACH£$ "1TH LEFT TURN PHASING OR IN THE CENTER OF THE APPROACH TRAVEL WAY ON APPROACHES WITHOUT LEFT TURN PHASING. A MANUFACTURER REPRESENTA 77VE OF THE VIDEO OETEC170N SYSTEM SHALL VERIFY VIDEO DETEC770N CAMERA LOCA 77ONS ANO SYSTEM OPERA 770N PRIOR TO SIGNAL TURN-ON. 25. ALL NEW LOOPS DETECTORS SHALL BE TYPE "£". LOOP D£TECTORS SHALL 8£ 6' DIAM£TER WITH 10' SPACING AND POS/170NED IN THE CENTER OF LANE UNLESS OTHERWISE SHOWN. CONDUCTOR SCHEDULE p CONDUIT SIZE AND RUN # AWG SIZE H POLE 2.5"(E) 3"(N) 3''(N) 3"(N) 2.5"(E) 2-3"(E) 2-3"(E) OR A OR ffi ffi & ffi & & ffi CABLE TYPE s CIRCUIT E N0.14 CABLES POLE -A 1/2 1/2 1/2 1/2 -1/2 1/2 C POLE -B -1/1 1 /1 1 /1 -1 /1 1 /1 0 3 C POLE - C --1 /1 1 /1 -1 /1 1 /1 N 0 D N POLE -D ---1 /1 -1 /1 1 /1 u D POLE -E 1/2 1/2 C - ---- 12 u T C POLE -F --- - -1 /1 1 /1 0 R T POLE -G ----1 /1 1 /1 1 /1 0 R POLE -H - - --1/1 1 /1 1 /1 TOTAL CABLES -3 CON/12 CON 1/1 2/3 3/4 4/5 2/2 8/10 8/10 #14 IISNS 2 2 2 2 2 4 4 #10 LUMINAIRES 2 2 2 2 2 4 4 #6 SIGNAL ------- #4 OVERHEAD SIGN - --1 -1 1 TOTAL 4 4 4 5 4 9 9 z VIDEO POLE -A 1 /1 1/1 1 /1 1 /1 -1 /1 1 /1 0 1 /1 1 /1 1 /1 1 /1 I-COAX POLE -C --- 0 (BELDEN POLE -E 1 /1 1 /1 w ----- I-8281) POLE G 1 /1 1 /1 1 /1 w ---- - 0 VIDEO 0 POWER w 0 (3#16) > TOTAL VIDEO 1 /1 1 /1 2/2 2/2 1 /1 4/4 4/4 ¢2 LOOPS #1-3 ----3 3 3 ¢6 LOOPS #4-7 ---4 -4 4 ~2+ ¢5 EVA -----1 1 DLCM ¢4+ ¢, EVB --1 1 -1 1 ¢1 + ¢6 EVC --- --1 1 ¢3+¢> EVD - -1 1 1 1 TOTAL DLC --2 6 3 11 11 SIC 6 PAIR #20 (E) ----1 1 1 TOTAL CONDUCTORS/ CABLES 9 11 17 24 14 47 47 NOTE: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS 011-IERWISE SPECIFIED: (E) -EXISTING 2. SIC -SIGNAL INTERCONNECT CABLE UZJ CITY OF CARLSBAD I SH3os I 7 ENGINEERING DEPARTMENT PALOMAR AIRPORT ROAD WIDENING SIGNAL MOD/FICA TION PLAN APPROVED WILLIAM £. P!;, IJ!-R .✓• • • y'_ -~ /(·6·<J? ··-. DEl5UTY CITY ENGINEER PE 28176 EXPIRESJ/J//10 DATE ' 'f\ 118 8/Jll T l--i.-;7.,1 J,.1.:!::-'f'? DWN BY: ss I I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: JM REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: JK 3811 455-8 . ~o rt> ~ ~Ci) I-> --.J .i::,. 0 V, ...., V, W' 0 00 ----- A 18 CONSTRUCTION NOTES: (TI REMOVE ANO SALVAGE SIGNAL POLE, MAST ARM, ANO E. V.PE REMOVE ANO RELOCA T[ VEHICLE ANO PEDESTRIAN INDJCATJONS, PEDESTRIAN PUSH BUTTON, LUMJNAJRE, 1.1.S.N.S. AND VIDEO DE1ECTJON CAMERA TO NEW FOUNDATJON AT POLE LOCA TlON C. REMOVE EXISTING FOUNDA TlON. II] REMOVE AND RELOCAT[ SIGNAL POLE AND All EQUIPMENT TO NEW FOUNDATlON AT POLE LOCATJON D. REMOVE EXISTlNG FOUNDA TlON. (I} RELOCATE EXISTING VIDEO DETECTlON CAMERA FROM Tl-IE LUM/NA/RE MAST ARM TO Tl-IE SIGNAL MAST ARM. VIDEO DETECTJON CAMERA SHALL 8E MOUN1EO ON Tl-IE SIGNAL MAST ARM USING A MANUFACTURER-APPROVEO RISER (PELCO 'AS/RO BRAG" BRACKET 'MTl-i 74• RISER MOUN1EO ON Tl-IE BACK SIOE OF Tl-IE SJGNAL MAST ARM). VIDEO DET[CTJON CAMERA SHALL BE PLACEO 'MTl-1/N TWO FEET OF PROLONGA TlON OF LANE LINE BETWEEN LEFT TURN LANE ANO ADJACENT Tl-lROUGH LANE. A MANUFACTURER REPRESENTITIVE SHALL CHECK VIDEO CAMERA PLACEMENT AND OVERALL VIDEO DE1ECTlON SYS1EM OPERA TlON PRIOR TO SIGNAL TURN ON. [TI INSTALL DUAL CHANNEL E. V.P.E. DETECTOR UNIT (JM OPTlCOM MODEL 722 OR APPROVED EQUAL). CONTRACTOR SHALL FURNISH AND INSTALL E. V.P.E. EQUIPMENT, MOUNTJNG HARDWARE, CABLE, ANO ALL OTl-iER HARDWARE NECESSARY. SEE DETAIL Tl-1/S SHEET. ¢2 -----____ \ ______ _ \__ R/W ---------------- ----- EXISTING 2'C, J-DLC --------- LEGEND: r· -··'] VIDEO OET[CTJON ZONE _,. VIDEO DE1EC1)0N CAMERA -j MASTARM MOUN1ED SIGN --< E. V.P.E. DE1ECTOR SEE CAL TRANS STANDARD PLANS FOR LEGEND EXISTING 2•c, 3-DLC EXISTING 2'C, 3-DLC SIC TO EXISTING CONTROLLER AT PALOMAR AIRPORT ROAD AND 1-5 NORTl-iBOUND RAMP SIGNAL POLE LOCATION SCALE: NTS AB-121 ASTRO MINI-BRAG / OR EQUAL _./ B 18 APPROACH/NG VEHICLES ~-t-7 EWE DE1ECTOR EX/S))NG 1 1 /2'C, J-DLC, SIC MAST ARM STAINLESS S1EEL BAND EVPE DETECTOR MOUNTING SCALE: NTS R /W R/W ' I J I I I j 5' ' I I ~ 0 J I I I I I I I I I I I 8' I I J I I I I J I I J ¢6 17' EXISTING RlJ-5 SJGN EXISTING RlJ-6 SIGN ¢4 12' ' ' ' ' ' ' ' ' ' I ., ! ' _,•jL!, i ' ~ ' ' • ' 'l ' ' J ' ""ii I ' PHASE DIAGRAM ' ' ' ' ~ I '. 38' 44' ' ~ ' I 10' I ¢6P ¢6P t;:.. ! ~ ' 12' ' ' I ' ' ' ~ ' i ' ' ' ~ ' ' ' ' ' I ' ' ~ ' ,, I ' ' ' l~.:\, ' ' '~ ~ ' ' ' 12' 18' J ¢5 I VrR/ /4t 1 4T w t. COJv'IJ(I/T UNOER SI/JE/,fl,4{.I( .5,3u T(} 60"Fl?OMF,4CE tJF W8 _) ' C<½ .. _, __ , .. _,-<rs, ..___..r-......._.-,, I I I I J ' I I I C 3" SIC !NT,1 II() PUll tv,r 2,z1-g13 · C ¢1 • STA. '25fOO Z.3100 "TS .·· 2°Z"OcT --2°211·01lSIGN~. ~~..,, C--=..: ----------------------- <J-.... -J> ¢6 I OR_) ¢6 -<} P. .ze -t> J"C, 4-DLC, #4 (OVERHEAD SIGN) ---- <} .... -J> ¢6 ¢2 - ¢2P <J-.... -J> -------- l~ 7 \l ¢4P 1 OR 1 CROSSWA ----- ¢4 ¢8 ¢8P ! t;:.. ' \l ¢8 t;:.. ! r ' ' ' ' \l ¢4P ¢4 J"C, /4 (OVERHEAD SIGN) SEE UGH TING PLAN R/W ¢8P t;:.. ' ' ' ' \l --------------------------- ' I ' I ' I ' I ' I ' I ' I . I ' I ' I ' I ' 22+J~.38 ' I ' I ' I ' I ' I REi.OCA frD .·.,. RlJ-6 SIGN ~~~EXISTING RlJ-5 SIGN ' ' ' ------- / . EXISTJNG ¢2 ,2 -I ,~ i & ¢6 E. V.PE , ,/(Y- i ~=r PALOMAR --------- 12· 6' <1= 12' ----- 12· 12' 14' _25+00 __ _ -+-----------------. -f---26+00 15' 12' ---- Af RPO RT! ROA_/} 17' ~7 ,· =;±_ ¢2 ~;ii;~~==~~~~~;;:;;;;;;;:;;;;;~~;;;;;;;=~---,j ' ,1 ¢ p • ~ .. ~I --~:~-"" :-: : =--~ tj;J, -,~-y~~r==--::...:= -i-!:::.--~: ~--=-~--..::..= -=-~~-?.f:,-+l _ __JJ ------------·-- ------- f-......_lj I I ~ . I 'I I ¢8 I I I I. I ! I I I I I I I' I I I I/ I I I I I I I LJj LJ ~ ,~J ' I ' I ' I ' 1Y I 11· 12' 41' i I I I I I I I I I I 12' I 51-11--v,;, 7' I I EXISTING 2•c, 2 /10 (LUM/), 2 #14 (I/SNS), 2 f/6 (SIG), NEW #4 (OVERHEAD SIGN) EXISTJNG TYPE Ill SERVICE CABINET EXISTING 2'C & J f/6 SERVICE EXISTING SDG&E SERVICE POINT ---------------------7-R/W ______ _ G 170 CON TROLLER §] 1. EXISTING 1•c, 4-0LC GENERAL NOTES: STRIPING DIMENSIONS ARE FOR REFERENCE ONLY. SEE SIGNING AND STRIPING SHEETS FOR STRIPING PLAN. SCALE 1 • = 20' o· 10' 20' JO' 4-0• ~ CITY OF CARLSBAD I SHEETS I ,__ _ __, __ _,_ ______________ __, __ -+---1----+---< LB!_j ENGINEERING DEPARTMENT 30 t------t---t------------------t---t---1-----t------1 PALOMAR AIRPORT ROAD WIDENING T. I(/ .............. ~ ~ SIGNAL MODIFICATION PLAN Exp. June 30, 2009 Vlc:, i~ ~ G) I-> 00 +:> 0 V1 -t, V1 VJ' 0 00 0 I-- ii ~ 'l, C) CQ . <( ,.,.,, ~ Cl) - ! .. ; ij f ~ I l ! ~ ~ ~ I iil ~ I i ~ ~ -i ~ s~ I 11 ~i- !I • R9-9 20-2 ' I ' I ' """ I ' I AREA OF WORK/' FOR PHASE 1 TCP ' I ' I ' 22+1-•·Ja -------.J------- 1 'I., 'I., ---- AREA OF WORK FOR PHASE J TCP --- \ --- ---------- ' I ' I ' P°A£OLlfAR A/RPORT ROAJJ ~ ;;r-----------, • E 0 • ~ a -• i ,_ --- ------- -------- PALOMAR AIRPORT ROAO ----------------- R9-11A \,-,;7~cr---:..:#Z.,------::::::=~~-------------+. I I ~ I ~ ~ ~ ~ ~ v:3 ~ t I I I t I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I l I I J I I I +. +. +. I I• I I I I I I I I I I •' I I I I• I I I I I 1• I I t. _..._ I I : r I I t• I I I • I I I I I r . : I I I I • I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I 0 250' BUFFER SPACE, L, 420' I J50' SIGN SPACING, L, W4-2(RT) I I W20-5(RT) 350' SIGN SPACING, L, I 350' SIGN SP ACING, L, 20-1 500' - ,-,. • • • • ------ - - \ -- • 0000 T2·-0·1.---'s--~- ' I ' I ' • I 2· i-------""c' ' I -------t--------------+---------''::".' _________ ,_ PA L·oNA R ·----Af RPO R ;~oo ___ R OA IJ----_--------"':oo ___ -w~ 4-.l ________ __"';" PALOMAR AIRPORT ROAJJ PLACE AT NORTHf\fST ~-------SHOULDER TAP•<> R-0-W LINE -----u 180' ~ CORNER OF PAR AND HIDDEN VALLEY (f) t r1,RB SIDEWALK • ::¥. ' • ~. W4-2(R1],(W20-5(RT) ... W20-1 PARKING OR BIKE LAN[ -.-.-.-. • • • • • • • • • • • .-.-.---. • • • • • • ----.-.-.-. • • • • . . -.-----.-----..------,,__ ---.. .-I ,j CJO RJ-7,j •••• • ' r r ... • -.;,-' 500' ' 500' ' 500' ' t ~ "> :I ~ Cl) -- •• • • • • • • • • ._._ • • • • ._ • • • • • • • • • • • • • • • • • • • ._ • •• .__._.________.__ • • • • •1 120' • • • CJO(i • • •• ' • L2 ~Urrrn ... A PHASE 1 AND 3 TRAFFIC CONTROL PLAN 19 SCALE: NTS GENERAL NOTES: 1. AS PART OF PHASE 1 TRAFFIC CONTROL PLAN, THE CONTRACTOR SHALL RELOCATE THE SJGNAL POLES AND MAST ARM. THE CONTRACTOR SHALL RELOCATE THE TRAFFIC SIGNALS DURING THE NIGHT BETWfEN 10:00 PM AND 5:DD AM. CONTRACTOR SHALL DEVELOP THE TRAFFIC CONTROL PLAN FOR RELOCATING THE TRAFFIC SIGNALS. 2. PHASE 1 TRAFFIC CONTROL PLAN, SHALL CONIROL TRAFFIC FOR THE WORK AT THE NORTHEAST CORNER OF PALOMAR AIRPORT ROAD ANO PASEO DEL NORTE, WHICH INCLUDES CONSTRUCT/NG NEW AC PAVEMENT, CURB & GUTTER, SIDEWALK, AND RECLAIMED WA 7ER SERVICE. UPON COMPLETING THIS PHASE OF WORK ALONG WITH THE SIGNAL RELOCATION, THE CONTRACTOR SHALL OPEN Born LANES ON PASEO DEL NORTE. J. CONTRACTOR SHALL PLACE A R9-11A SIGN AT THE NORTHWfST CORNER OF PAR AND PON, SOUTHEAST CORNER OF MALL DRIVEWAY AND PON, AND SOUTHEAST CORNER OF PAR AND PON. CONSTRUCTION NOTES: 0 INSTALL CRASH CUSHION PER CAL TRANS STD PLAN T2, ARRAY TSII. 0 INSTALL CONCRETE K-RAIL TYPE 50. AUVANCE WARMNG SIGNS (Sff TABLE J) OP£Nlf>iG ' 540' ... ' LANE TAPER ' .... .... ~ CITY OF CARLSBAD ~ 1-------1---+--------------------J---t---t----t--1 l__lQ_j ENGINEERING DEPARTMENT UQ__j :==='...=========:::'..:::::===; PALOMAR AIRPORT ROAD WIDENING PHASE 1AND3 TRAFFIC CONTROL PLAN C?ll -2 /A 20 PALOMAR AIRPORT OAO --------1-' L .. { _) • $ . PHASE 2 TRAFFIC CONTROL PLAN SCALE: 1" =30' ~ ' SCALE 1 • = JO' O' 15' JO' 45' 60' ' ' ..l --.---.lO+OO --- DIRT ---- 28+8 a - -ID" ,RE£ ---+---ffi EiJ- , cJo L!.:./-_L'_L • • • • CJO , . ·~ • _r (m) 1. 2. • -• -►--• • JBO' BUFFER ANO WORK ZON~ C4-2(LT) C20-5(LT) C20-1(LT) GENERAL NOTES: CONTRACTOR SHALL USE PHASE 2 TRAFFJC CONTROL PLAN FOR INSTALLING THE FOUNOA noN LOCA TEO ON THE MEDIAN FOR THE CAL TRANS TRUSS SIGN STRUC1VRE. PHASE 2 TRAFFIC CONTROL PLAN SHALL COME AFTER THE CONSTRUCTTON OF THE AODJnONAL THROUGH LANE ON PALOMAR AIRPORT ROAD. CONTRACTOR SHALL ERECT CAL TRANS TRUSS SIGN STRUCTURE DURING THE NIGHT BETWEEN 10:00 PM ANO 5:00 AM. CONTRACTOR SHALL DEVELOP AND SUBMIT THE TRAFFIC CONTROL PLAN FOR ERECnNG THE SIGN STRUC1VRE. 1----l----1--------------ii----t----i---r--i ~o CITY OF CARLSBAD ~o Lj;'.Q_J ENGINEERING DEPARTMENT ~ ~=::=:::.!:=:::=P.=:~=LO=:MAR::::::::::A::::IR:::PO:::R~T:==R:==Q:=:A::D:::~:::10::E::N=.=IN:::G:::'....'.::===j PHASE2 TRAFFIC CONTROL PLAN l:;jt~~LS:::\1JB;a~n'l{j_,u'f!'/L~T'C-==========1--h~~ ;~ ;_=-Lt_;_;_ ;_~t-t'j•_JJ,_~~:11~1~ •-~-~~~ DWN BY:~ 1 PROJECT No. I DRAWING No. DATE INITIAL CR PTION DATE INITIAL DATE INITIAL ~!%i8 ~~~ Ifft 3811 . 455-8 ENGINEER OF WORK REVISION DES I Ql)j£R APPROVAL aTY APPROVAL . APPR_QVED WILLIAM £. ~_)Im A"'d.~-/ ~ d--6-t29 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ/J1/70 DATE TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 8: JO AM TO J: JO PM UNLESS APPROVfO OTH[RW/St. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. J. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVA DON BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SA DSFACDON OF THE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAr" SIGNS STA77NG 7Hf DAT£ AND DME OF PROH/81 DON WILL BE POS IED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POL/Cf DISPATCH AT (760)931-2197 TO VALIDA If POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DR/VfWA YS UNLESS OTHER ARRANGEMENTS ARE MAD£ 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-'IKJRKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL JS APPROVfD ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVfD TRAFFIC CONTROL PLAN. PLATES SHALL HA VE CLEA TS AND COLD MIX AT 7Hf EDGES AS APPROVfD SY 7Hf CITY INSPECTOR. 7. EXIS77NG STRIPING, CROSSWALKS, LEGENDS AND/OR PAVfMENT MARKERS SHALL SE REPLACED BY THE CONTRACTOR "'1THIN 24 HOURS, IF REMOVfD OR DAMAGED. B. 'IKJRK THAT 0/STURSS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINAIED VtlTH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WRK. 9. TRAFFIC SIGNALS SHALL REMAIN RJLL Y ACTUA IED AT ALL 7/MES, UNLESS OTHERWISE APPROVfD BY THE CITY ENGINEER OR HIS REPRESENTA 7/VE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED /NOPERA DVf BY THE PROPOSED 'IKJRK, VIDEO DEIECDON SHALL BE USED TO PROVIDE AC TUA DON. 10. fl.AGGERS SHALL BE EQUIPPED "'1TH A WHITE HARD HA r, AN ORANGE VfSf, AND A "STOP/st.Ow" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAmC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER lifEK, FJY THE CONTRACTOR. 12. ALL TRAmC CONTROL SHALL BE IN ACCORDANCE VtlTH THE CALIFORNIA MANUAL ON UNIFORM TRAmC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMEND£0 FOR USE IN CALIFORNIA). 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUJR[O FOR EACH PHASE OF THE WORK IN THE DETAIL. FORMA r, AND QUALITY ILLUS/RA TED ON THIS SHEET. 14. ALL TRAmC CONTROL DEVICES SHALL BE REMOVfD FROM VIEW OR COVfREO WHEN NOT IN USE. 15. 7Hf CITY ENGINEER OR HIS REPRESENTA 77\IE HAS THE AUTHORITY TO JN/77A TE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED VtlTH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN AOVANC[ OF STAR77NG WORK. 17. CHANGEABI.E MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. UNLESS OTH£RWISE APPROVfD. THESE SIGNS SHALL 8£ SHOWN ON THE TRAFFIC CONTROL PLAN. TABLE 3: SIGN SPACING, L3 SIGNAGE NOTES 1. Ar LEAST ONE PERSON SHALL BE ASSIGNED ro AJLL TIM[ MAINTfNANct or TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR RffiECTORIZED AS SPECIFIED IN THE SPECIF/CA DONS. J. ALL ADVANCE WARNING SIGN /NSTALLA DONS SHALL BE EQUIPPED VtlTH fl.ACS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. fl.ASHING BEACONS SHALL 8£ US£0 DURING NIGHT LANE CLOSURES. 4. A G20-2 "END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE ENO OF THE 'IKJRK AREA IS OFJVIOUS. OR ENDS VtlTHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE /LLUMINA TED TRAFFIC CONES OR FITTED VtlTH 13" REF1..EC77Vf SLEEVfS. 6. FLASHING ARROW SIGNS SHALL 8£ USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCO 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA). SILENT TYPE SHALL BE USED IN RES/DEN DAL AREAS. 7. THE MAXIMUM SPACING BETlifEN CONES IN A TAP£R OR A TANGENT SHALL BE APPROX/MA TEL Y AS SHOWN IN TAB/.£ 1. B. ADDITIONAL ADVANCE fl.AGGERS SHALL BE REQUIRED "'11£N TRAFFIC QUEUES DEVfLOP. fl.AGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF THE MUTW. 9. PLACE CJO (CA) "LANE CLOSED" SIGN AT 500' -1000' INIERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVfR A lif[KEND OR HO/JOA Y SHALL 8£ POST MOUNTED USING SQUARE PERFORA IED STEEL TUBING f\lTH BREAKAWAY BASE PER SDRSD M-45. 11. CONSTRUC770N AREA TRAFFIC CONTROL DEVICES SHALL MffT THE PROVISIONS OF SEC770N 12 OF THE MOST RECENT EOJnON OF THE CAL/RANS STANDARD SPECIF/CA DONS. TABLE 1: TAPER LENGTHS. L MINIMUM MINIMUM MAXIMUM MAXIMUM APPROACH TAPER LENGTH NUMBER OF SPACING OF SPACING OF CONES ALONG CONES ALONG MINIMUM DISTANCE IN FEET L3 APPROAOi SPEED BETWEEN FROM LAST , ( M.P.H.) SIGNS• SIGN TO TAPER LESS THAN 25 100' 100' 25 TO 40 350' 350' GREATER THAN 40 500' 500' 'EXACT SPACING MAY VARY DUE TO FIELD CONDlnONS ICMSI DIRECTION OF TRAVEL PORT ABLE SIGN TRAFFIC CONE/DELINEA TOR TYPE JI BARRICADE FLAGGER FLAG TREE FLASHING ARROW SIGN PORT ABLE FLASHING BEACON (SEE SIGNAGE NOTE #3) K-RAI L (TYPE 50 CONCRETE BARRIER) CHANGEABLE MESSAGE SIGN SPEED CONES FOR (M.P.H.) L • TAPER • TAPER TANGENT 1 (fEET) ± (FEET) ± 25 125 6 25 50 30 180 7 30 60 35 245 8 35 70 40 320 9 40 80 45 540 13 45 90 50 600 13 50 100 55 660 13 55 110 60 720 13 60 120 •BASED ON 12 FOOT W/0£ LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FEET. DETAIL • 0 . "' K-RAIL (CONCRETE BARRIER TYPE 50) DETOUR AHEAD '"' lM{ ROAD AJ£AO SIGNS W20-2 W20-5(RT) W20-1 W20-4 <S> ~ I SIDEWALK I CLOSED !SIDEWALK QOSEO I CROSS H[R[ I W1-3(L T) W13-1 R9-9 R9-11 a ~ W21-5 I Sl[)[WALK QOSl'~I • • USE OMR SIOE BE PREPARE TO STOP W3-4 R4-7a <Q> W4-2(RT) <S> W1-4(L T) C9A(CA) C30(CA) ~ C30A(CA) 0 W1-4(RT) TABLE 2: BUFFER SPACE, L2 APPROACH SPEED (M.P.H.) 25 30 35 40 45 50 LONGITUDINAL BUFFER SPACE L2 (fEET)±' 155 200 250 305 360 425 55 495 60 570 'SEE CA MUTCD TABLE 6£-101(CA) FOR SUSTAINED DOIM'JGRADES STEEPER THAN J!f AND LONGER THAN 1 MILE. ~ CITY OF CARLSBAD ~ l----+--+-----------------11-----t----1---r---i :=LB_j==,::::'..':==:::E:::N::::G:::IN::::E::::ER::::I=NG::::::::D::::E=PA::::R=T=M::::EN=T==:::'...'.::U!L_j==o~ PALOMAR AIRPORT ROAD WIDENING TRAFFIC CONTROL PLAN DETAILS APPROVED WILLIAM £. PLll._MljER h~Sk-~·~""'----d· 6-129 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ/J1/10 DATE ~~DA~TE~h1:N1~11A~L~"Zil\S:::n.~~~,8.~'{/,(,.:¼~Z'J.T".:::==========+;0A;TE;:::t;1N;lll;AL4l-:i%~~1A ~~-tit "~1~~1~-~:~L gR~VWKDDB~B~Y:. JBJ¾P I PR03J8EC1T1NO. I DR4A Wl55N~8NO. ENGINEER Of WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL . . V I' I 11 ,J w 1 1 II I- 'i I " II 0 l1 I' z !j I .....I I 11-____LU_ I 0 0 l I IJ.J V'l 11 <( /1 0.. 11 I -----f'.'.-'?TECT IN PLACE I ~OSCAPE AAEA HERE _ ,. ----\\ ' < 'Jrlt~fa//..1~?1//2~ l -~,~;-~ _,\"'_-~-_..!_" ,'.-r\'_ V-~J!x.t,-~ ~-------= . __ , ·-· I -' IE THE RELOCATED VINYL FENCE 0 THE EXISTING FENCE AT THIS OINT. SEE SHEET 7 ------- PALOMAR l!Q ==·=~=== •---·--- 15GAL I AIRPORT PLANT LEGEND I SYMBOL BOTANICAL NAME THEME TREES --Quercus agrifolia ACCENT TREES A/nus rhombifolia Prunus cerasifera 'Thundercloud" COMMON NAME Coast Live Oak QTY. 9 9 SIZE 24" Box 1 5 Gal. - --- White Alder Thundercloud Purple-leaf Plum 4 2 3 24" Box 15 Gal. 15 Gal. REMARKS Standard trunk Standard trunk Standard trunk Standard trunk Standard trunk SHRUBS -. - Carissa macrocarpa 'Tomlinson' Dwarf Natal Plum 263 5 Gal. SHRUBS ---- Pandorea jasminoides 'Rosea' Bower Vine 135 15 Gal Staked, Train to fence GROUND COVER /,-1----l Festuca rubra Red Fescue Hydro seeded Refer to specs ™-AnnualColor Seasonal 4• Pots Plant @ 12• 0.C. I 15GAL 5GAL ' : : ' ' : I 15 GAL i ; ' ' , , , ; . ~- ROAD LEGEND SYMBOL DESCRIPTION l]l F-1 PROPOSED DRIVEWAY ENTRY OFF PALOMAR AIRPORT RD. SEE SHEET 9. ENTRY SIGNAGE AREA WITH LOW GROWING ANNUAL COLOR. ALL Pl.ANT MATERIAL SHALL NOT EXCEED 30-IN HEIGHT, TYPICAL PROPOSED STREETSCAPE PV.NTER WITH EARTHEN BERM 2 RAIL WHITE VINYL FENCE (CURRENTLY EXISTING, RELOCATE AS SHOWN) EXISTING COMMERCIAL SIGNAGE PROPOSED RAISED CURB MEDIAN WITH STAMPED CONCRETE FIELD (NOT IN CONTRACT) PROPOSED 2' WIDE STREETSCAPE PLANTER BLACK VINYL CLAD 6' HIGH CHAIN LINK FENCE (CURRENTLY EXISTING, RELOCATE AS SHOWN) LOW GROWING ANNUAL COLOR. PLANT MATERIAL AND SOIL BERMING SHALL NOT EXCEED 30-IN HEIGHT, TYPICAL iEj EXISTING PUI.NT MATERIAL Willi IN THIS AREA TO REMAIN I!] ENTRY DRIVE TO BE ASPHALT PAVING (NOT IN CONTRACT) Jg [J !Bl PROPOSED DECELERATION LANE SIGHT LINE PLANTER BOX, SEE CIVIL DRAWINGS IT ROOT CONTROL BARRIUI Pl.ANTER BOX LOCATION-PASEO DEL NORTE 20 40 80 SCALE: 1 • ~ 20' -0• FEET ' I J . " . ... . .. . •• • •• •• ~ ~ \ t4 . . , . , . . . . .. . --~-~\ .(N!C) .. 1 • • ,I •• I I I I I I~ I i--: - I ::c (f) lw ~-I ~ ... :~r~ -~~~~~-~~+~-~·,in -~ :;:/·.:· "~-?:~·/' __ '~------~-. , =t~~~~ --------:~:::---= ____ :_-,__'-cc-=~"-~,_:.c--,-~---"" --_~ __ ;;-~:;;_¥"'_.~~~='""-,?b-;4-7ff_4 ·11. ~ >-?.' ~ ·.:_,,---/ I ..._ -------====-r""==·"-~"1~=-=':_~_y::./ :'.2: 7 i I ~---__ / ----r--- 1 --------t-- 1 --------------------~--------1----------I ! I ' L_ ______ _j 'NV NV WV ----------•------- ,---------i, I ' I I . \ ____ _\ 1 l I I I I HEREBY OE CLARE THAT I AM lliE LICENSED DESIGNER OF WORK FOR TI-ilS PROJECT, IBA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER lliE DESIGN OF TI-IE PROJECT AS DEFINED IN SECTION 6703 OF lliE BUSINESS AND PROFESSIONS COOE, AND IBA T lliE DESIGN IS CONSISTENT WITH CURRENT ST AND ARDS. !!!!!. IDJ• ■ I UNDERSTAND IBAT lliE CHECK OF PROJECT ORAWINGS ANO SPECIFICATIONS BY TI-IE OTY OF CARLSBAD IS CONFINED TO REVIEW ONLY ANO OOES NOT RELIEVE ME, AS lliE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 11-IESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL, CONFORMANCE Willi TI-IE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: --f , -·1c--cJE:c:F"'FR:c:EY=-::S:--_ cc.SMc:cl=:TI-lc:-,-=RLA7"-:-cc2;;c99;:--4:--==--===---- DA ,JALUS OESIGN GROUP 2725 JEFFERSON STREET, SUITE 1 SB CARLSBAD, CALIFORNIA 92008 (760) 720-9337 DATE: 2-2'.i:Q'l ~ 2 - - · :" ;~'ut!F-1,.r • if:-"IF--,i • 'fj'~-- url:, ... d_e~1$lft. pl11nnln1J • • • ~72:5 jelferaun 51l"ee\, ~u!I• 15' car!sbad. ca, 9200I phone; 760.720.93'7 fa:11: 760.720..9505 CITY OF CARLSBAD [SH2EsS I ENGINEERING DEPARTMENT PALOMAR AIRPORT ROAD WIDENING PLANTING PLAN S 13!//LT REVISION DESCRIPTION DA TE tNITIAL DA TE INITIAL OTHER APPROVAL QTY APPROVAl. [_MED WILLIAM E. PLUMMER -~Z--~Hff,n,:t._ d..-.k~ j DEPUTY OTY ENGINEER PE 28176 EXPIRES 3/31/08 OWN BY: AKA I PR;J;~J,~;~7 CHKD 8Y: JS RVWD BY: V> 0 l =E ~ G) N N.i:s 0 V, -V, W' 0 00 I I I I ~I i--: I ::c I -.!llYa ~ca<» ~~,,si (/) u,a_~<l;~~wa:~-.. _: .· . :~-~ w ~~~,·~ ....... ·.. . . . _. ·:c___' •. ,-~. ,,:=---=-,,;aJ),"f!l!ffl!:~~fi~w = r ·. -.. · .. ·:.·• .. .-:___::...c~ ~------. ~-. '. '~. ·. _._ .. ~ t ... ·. ·--~· --'-__ . -z I _J ::c I o ·r--~ -~ I-: ~ I -------t-~- 1 1----· I ~--1---------- ' I : l_· I -=--~--~~~- I -----·--· ------------- DIRT I] --------------------. . --------"-·------------- r 7 I , i _______ J -~------. __ ,_ . ,..,----_-. ---------··~------. ----==----=----=---=---=-c·---=-=-------=-. ---------=-:---=---=----~---------=-----c-· -....:...._ __ -=-· --_----------'===--------=---=-c---•-- --------------=---·--cc ______ ~--------------~-------------.. ....:...._ ____ . -·--'-----------_. -----~--------:-----·----c-------,----------------------·--·--::-·--:-------,------------c:--_ ·--.------ ________ PALOMAR __ AIRPORT _ flOAD _ --------~-------------------__ -=1 • ------. ' . ----'-------, ---. _________ -__ . ,' . ·-.· -·-=--c----__ .-__ ·----------:::1 -----_ -c:-. - . '-- 20 0 10 20 40 80 FEET * REFER TO SHEET 22 FOR PLANTING LEGEND -~~·-·-.·\ i,rbail desiOII planninQ • • • Z125 Jelfaraol\ street, sun. 1511 qu!sbad., ca 92001 phorns: 760.720.93;37 fSll:: 760.720.9:,05 j---i---r--,-----I S2HE3ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~~=1.~P:';1'..=::'L:::O~M~AR~A~IR;;P~O~R;;T~R~O~A~D~W~IDlFE~NrnlN~G3-I ~ U§J ~+=t===------====t=t=+==J=~ PLANTING PLAN cf--==+=~==----------------===t==t==+==t===i ~Ac';P;;;PR~O~V;;=;ED~Wiii1f'iLLTIJAM~EF. PIPLJJUMMIM~E:RR======-1'=-=6~-~a-a--:---~-+--+-------======t==~=----~,..;. ~~ ,,__, 7- r, ---1-----+----------======-_j_ -------i----,-, [cDE~PU~TY~a~TY':'ENG~~IN~EER~~PE~~2!a'.':"11~6~~~~~~EXP~~IR~Es°:::3:31~3~·11:i:oia"iw,1RG~ t--11\·,4$ /JllltT DArr INlTIAL DArr INITIAL •~~~a:~, ~-:-1 PR;J~~~o. J[0~~aj REVISION DESCRIPTION ornER Af'PROVAf.. aTY APl'RlNAf.. RVWD BY: . ENGINEER OF WORK Vl 0 -:s- <1) ~ <1) G) ,-+ N w ~ 0 V, -h V, w I 0 00 [_iJ TREE CANOPY 0 (2) CINCH TIES, TACK TO STAKE TO PREVENT SLIPPING 0 (2) 2" DIA. X 8' LONG UNTREATED LODGEPOLE PINE STAKES FOR 5 GAL. TREES, OR (2) 2" DIA. X 10' LONG UNTREATED LODGEPOLE PINE TAKES FOR 15 GAL.-36" BOX TREES, SET STAKES OUTSIDE ROOTBALL. PREVAILING WINO ------► '. 12" G TREE CANOPY 0 ROOT BALL (DO NOT PENETRATE) 0 CINCH TIES, TACK TO STAKE 0 UNTREATED LODGEPOLE PINE STAKE 0 1 1/2" WIDE ELASTIC WEBBING, TIE ONTO BRACE IN AN S-lOOP TO PREVENT DAMAGE TO TRUNK PLAN VIEW 1. INSTALL TREE TIES ANO STAKES ONLY TO PROPER LEVEL TO HOLD TREE UPRIGHT. PROPER HEIGHT IS 6" ABOVE POINT WHERE THE TREE WILL SNAP TO AN UPRIGHT POSITION BY ITSEI.F IF TOP IS PULLED ~ TO ONE SIDE AS IF WINO LOADED ANO THEN RELEASED. 0 ~T""=R-='E~EccaS"='T.~A.Kl=N"-'G'--'("'"5_,G-"-A=L'-. T=H=R=U'-'3'-"6_0 =B-=-OX)CCL.-___________ _ NOTTO SCALE /\ EDGE OF Pl.ANTJN:i NOTES: \ \ \ 1. AU.ANNUAl COLOR IS TO BE Pl.ANTED IN A TRIANGULAR GRID. 2. FOR Pl.ANT ON CENTER SPACING SEE Pt.ANT LEGEND. 0 r.A""N,,,.N,,,U'""'A=L,..,.C""'O~L:...;O~R:...;P_LAN~_Tl~N~G _______________ _ NOTTO SCALE 1• ROOTBALL ,('- DIA I:il ll [,] [~ 0 0 0 [is] [j 0 l9l ~ E] @] EXISTING SLOPE PROFILE TAPER 1:1 MAX. CUT SLOPE AT PLANT PIT 2" MLII.CH LAYER. KEEP 3" CLR. OF TRUNK PLANT CROWN Of SHRUB 1' ABOVE FINISH GRADE 6" HIGH WATER RETENTION BASIN, FORM W/ SOIL EXCAVATED ON UPHILL SIDE OF TREE Fill 1:1 MAX SLOPE SURFACE PLANT FERTILIZER TABLETS, PER PLANTING NOTES PLANT ROOTBALL, PREPARE PER PLANTING NOTES PREPARED BACKFILL SCARIFY SOIL ALONG SIDES ANO BOTTOM OF PLANTING PIT NATIVE SITE SOIL 0 f--,S.,,,H""R.,.U,.,,B""P"'LAN~T~l~NG~(S:...;L~O~P_ED~G~RA_D:...;E~) ___________ _ NOTTO SCALE lil 0 0 SET SHRUB CROWN 1" ABOVE G FINISH GRADE 0 PREPARED BACKFILL MIX, FINISH GRADE. SEE PLANTING NOTES FOR BACKFILL MIX 15) PLANT FERTILIZER TABLETS, ~ 2" MULCH LAYER PER PLANTING PER PLANTING NOTES SCARIFY SOIL ALONG SIDES OF PLANTING PIT. NOTES. NO MULCH AROUND THE TRUNK 0 PLANT ROOTBALL, PREPARE PER PLANTING NOTES. 4" HIGH WATER RETENTION BASIN RAKE OUT AFTER 90 DAYS U.O.N. ,.______ --- -~---:__ -----J71 -----~ ---------jlj 2x ROOTBALL DIAMETER SHRUB & TREE PLANTING LEVEL GRADE, 1 GAL. THRU 36" BOX SIZE NOTTO SCALE J ROO::All i DIA 1 ill ll -----ll -----------jji [:i] 0 0 G 0 0 0 0 0 f,oJ El NOTES: EXISTING SLOPE TAPER 1:1 MAX CUT SLOPE AT PLANT PIT 2" MULCH LAYER PLANT CROWN OF TREE 1' ABOVE FINISH GRADE 4" HIGH WATER RETENTION BASIN, FORM W/ SOIL EXCAVATED ON UPHILL SIDE OF TREE Fill 1 :1 MAX SLOPE SURFACE PLANT FERTILIZER TABLETS, PER PLANTING NOTES PLANT ROOTBALL, PREPARE PER PLANTING NOTES PREPARED BACKFILL MIX SCARIFY SOIL ALONG SIDES AND BOTTOM OF PLANTING PIT 1) SEE DETAIL(@) FOR STAKING OF 5ANO 15 GALLON TREES. 2) All 1 GALLON TREES SHALL RETAIN NURSERY STAKE. 3) PRUNE TREES AS DIRECTED BY LANO. ARCH. 0 ,._,T=R=E=E~P=LAN~_Tl_N_G~(_SL_O_P_E_D_G_RA_D_E~) ____________ _ NOTTO SCALE [,] TREE, TYPICAL 0 FINISH GRADE 0 SIDEWALK (TYP.) I 4 l PLASTIC ROOT BARRIER: Hl-lNCH L:J MIN. DEPTH ADJ. TO SIDEWALK ~ ROOTBALL 0 BACKFILL MIX 0 CURB/GUTTER (TYP.) NOTE: 1. ROOT BARRIER SHALL BE INSTALLEOINALINEAR FASHION PARALLEL TO EDGE OF HAROSCAPE ( NOT ENCIRCLING ROOTBALL )-10 FEET MIN. LENGTH FROM CENTER LINE OF TRUNK EACH WAY (SEE DRAWINGS). 2. TOP OF ROOT CONTROL BARRIER SHALL BE 1 INCH ABOVE FINISH GRADE (MIN.). 3. ROOT BARRIER SHALL BE INSTALLED WITH RAISED ROOT DNERTERS FACING TOWARD THE TREE ROOTBALL. 4. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. PLAN VIEW 1 -0 I ---¥ -,( 0 ROOT CONTROL BARRIER NOTTO SCALE 1.1 FACE OF BUILDING, POST, L.'J COLUMN, OR FENCE. 0 SPREAD ON WALL ANO SECURE 0 REMOVE NURSERY STAKE 2X ROOT6ALL DIA. - G ~ 2" MULCH LAYER (SEE PLANTING NOTES) SET ROOTBALL TIGHT TO FOOTING. REMOVE ANY BUILDING MATERIALS THAT MAY BE UNEARTHED WHEN DIGGING OUT PLANTING PIT. i;j -·~ 0 4• HIGH WATER RETENTION BASIN 0 FINISH GRADE 0 PLANT FERTILIZER TABLETS, PER PLANTING NOTES. 0 PREPARED BACKFILL MIX ~ SCARIFY SOIL ALONG SIDES ANO BOTTOM OF PLANTING PIT. 0 hVl~N.:,,;fJ;,-,E;;:;,S=.,P.,.;;,'A=L=IE=R"--'P:...;LAN==T=IN-"-G"------------------Norro scALE 1----t---t----------_-_-_-_-_-_-_-_-_-_-_--+ ..... _-_-_-=+--------+---t-----.:..···_-~· []TI -'-•-----+----+----+----+---l 1----+----t---------------------·-·------·-·--+----1---+----1 1----+----t--------------------t-----------------t-----t-----i . .. -. . l.l;fld~ ~h. \iµl:J,il1'; -IV.bllll des1~,-- pl11f1JJil>II • • • 2J25 j11ffurson i;;lre!Jt. $!.Illa 15- earl:Wad. ee 92001 phone 160.12G.9331 fruc 760.120.9505 CITY OF CARLSBAD ENGINEERING DEPARTMENT PALOMAR AIRPORT ROAD WIDENING PLANTING DETAILS I 1----+----t-----------------· ----·---·-·· APPROV~O Wl~LIAM E.~ER -• --+----+----t--~1-----i 1./l""""~,-......'L'--~--... __ 4.--_ (,2_,d,_ DEPUTYOTY ENGINEER PE 28176 EXPIRES 3/31/08 SlJU/LT REVISION DESCRIPTION OATIS ...w. OATIS NTW. OTHER APPROVAL OTY APPROVAL OWN BY: --""'""---PROJECT NO • CHKD BY: JS RVWO BY: 3811 .i::, u, V, I 00 . / RECLAIMED WATER SYSTEM (PRIVATE) THE FLOWER FIELDS AT CARLSBAD RANCH GENERAL NOTES RECLAIMED WATER NOTES ,. ,\ll. woi.:K SHAI.I. ee OONI Ji ACCC,iltlAt'!Ci WlfH fHt C,\1.L$3Ai) Ml.1N1(:PAL WAfEA Q;ST!<ICf'S 'O.R\.SBAO ~(ClA."-AflO~I I\WS ANO Rtaur.o1,s F<lll CO.-.Sli!liCTIOII Cf REO-AIMl'O WATEa :.'.A.HS" OAf{O QCfc.l(~. 1933. 2. All rua•~'C FA«.IT ES 51.<CH AS CCI-tr-ORT srAnOl'IS. CR.t{(IW, FOl.'HAltlS, !IC., SIV.LL 8! f'il(HE.C I EO f~• SPRAY a't R((t.Alr~o WA ff.R. 3. :'10 PONOiNG. A\.11 CIF Oll O\,'tJ!-Sf'llAY IS PI .. RJ.llllfO. 4. ao~ eias ARE STltCll.Y Pl!OHl81Tl0. s. 01t-SITE CROSSCvtlo',IECf,Q.'iS lltTW(~'1 RlCV.a-'{O WAIE/1 1.,.N(S >Ji() POfA8LE WAlU LJ-1£S IS Sll!l(;rt.Y l'RCH181fl0. &. NO SLIJ.Sn J'Uf,o.'t OF P,P1l 1-!A l(RIALS WU SE ,-\llOWEO 'M rn<)IJ f l"ro-0,1,&.WR()V,',L CF n-i: CAAI.Sl!All 1.fJ111Cl"i\l. ',VAflR CISll\tC f {OISTI\ICf), 7. All OIi-Siit PJ'lS SIW.l HAVEWAA/fo.'J(J TAPE l'tRCARI.S!lAO ~.J-lCJl'AI. WATU l)S IR.Cl'S .:lA.ES ,\HO :!\(GOl.,\f.(IN~ 8. THE 1i;J<IGAT,CN s,s.TEMS Slv.ll. ~I.Kt l}EI'.~U.H fl11 llOl.~S OF I O~<l l".l.f. MO $:00 .u.t. ~r 11'.Rll".>ATio.'1 CCQO eEC{.NE AT AOSfEJl(UT T.ME (',\llli r.l,).,\L.fi(O SIPE.'IV•SIO~ P(~SOhltQ. Oi't SI It). 9. f"R0\10E A /.lll'il!,.ILM OF AT LEAST I~ il'ICH(S Of COVEll Ov'EA /l.ll \'tlF.>'lG AHO PIPl1'1G. 10. ~·RIVAn: LOTS SllAU. &E f•ROrECICO rno1,1 cONrM:r f JroM Rl(L,&Jl.,j(_O WATE.Jt,vr .. ErriER av WJ«:!>LQ-.'iN :;,>MY ~ BY D-R<CT Af'PllCAllCII, n,ROLOI IA.R-GAOO'f CR OflilR APf'RQ'l,'EO IJSE. I.ACK Of f'ROTf(T,O:l, l\lll:Tll{R BY t)('S{.'1, CWSIRIJCToOll f'AACr« ~ S)SIU~ Ol>U!AT.C·N, JS STl!KitY f'R'Cl'J8JTEO. 11. CONTRACTOII !JlAlL AO.IJST 1100S ro ffi[Vf.Nf OVU-Sl'AA\M Off AL!. 5'GEWALKS, snu:ET, NlO P'KNA re LOIS. 12. QUICK COUf'L:.00 VAVES $1'.M.L l'.A\,1; A ~Pl;OAl CO!Jftt l<.lY f'E.ll CAi'.LSBAO 1-RJ:~CJ>AL WAIUl OfSIRICrS ~I.JU.SANO ~lCl.,'LATI0.'1$. ll. !-ET~S SllAlL LIE Srl[08Y TI•E OTY Cf'CN!lSi!AO ~JICIPAL WAI(.' ll!SiR!CT. 14. All ll<RIGAT!O-'f f'~ W.LL B-E ST{HC!l(I), C~CR<OOEO (f'URPtE) J\.'10 LAO Wlfit W/l.P.:io.'IG TAi'E i'Ell THE OTY (lf CAH!..:Sl!J\O ~N:'CIPAL WATlR OISll',ICl'S Rl,U:SA.'JO Rf:GVI.A OOH$. Is. AU. l'OT,,aLe 'iYATE!t Al'IO i'ICCl.,~1:,1£(.) \'iArta P PJ-Ki iiliAL!. BE lflSTAt.UO -..;1.rn TiiE STE.'<CIL•'IG ORICfflO TOWMO n,l TCP CF TilE TiENl'.Jt 16. ',\'I-EU A l'OTASlE WATER LI-IE AflO R~Q..AIM:O WAllll U'E O\OSS, TrE ~EO.A:fAto USIE SHALL ae lllSTM.llO 'NIT.f:tt A f'RQ11;CTIVl: Sl((VE. TH£ Sl(M SltAlL EXJ(.•J!) 10 H .. Ef faQM €AO! Sil)£, rnou n~ CE/ff(ll U1'E Of l'OTASI.E L.I.Jf. fOll A TOTAi. OF 20 FUT. I 7. A IO roor l lORll0.'1 f AL $£J'A.~1\flOH lltfWEf .. H rorASLE: WAIUl J.J,IO R[Cl.AU~f.0 WATU !--IAL'iS 1-,_.ST 8£ 1.V..'1T,&.ll'lEOAJ .\ll. Tl)lf$. Jill l'Of,'.81..E UNE /4\JSf BE UlSfAl .. t(O AOOVE THE alc.Cl.A..'AEO l,l-1£. 1$. A MIIIJll,1-1 OF 12:•'lOlf.S 01' YlRl:OL SE.PARAr.vtt8!T\'IEE.'f!JT1JflESMIJST8£ !-W/UAIN[O AT AU. f.HES.. 19. n-e J.E<l'J~{O CRO$$-CONN(Cfs<Q..'t SH\ITD<Y .. ,lt TEST !>HALL 8i DON! BY: r.-'e CAAi.WAD MUNIC'AL WATEA o,srn1cr J.'tO Tht 'SAIi !)(GO CWIIY OU'>.Ril-'l.Hf CF 1-'EAl..rH. zo. QJ: CIC C~t 1G VAL YlS l.iSf.O ,'t /i:[CI ... AIMl.0 WA llR ~-YS TE.\IS Sl'.M.L CC•I-.Jf~',I ro TIIE fC-t.LOW.NG: A. Q\l![K·COOPlL'IG VALVES SH,\lL e-E I INCH NOlll,IW. SllE N(l.S0.'t 11,4S, w,nt 8RASS CONSfRIJCJ:O.'I ,&JlO A IIC".?-IAL ',\'C>RiCk',JG f'Rl:SSl,;lli OF I SOP.SJ. C~ I\A;/;8.Jl() ... 11 ti?. 8. :.t-1 CAOEA TO PlltVf.Nf UliAUTI Kl:'!fl.£0 IJSE, TI;£ VAL VE $HALL l!.i, Of'E/V, TEO O~Y ',\lfll A s:'(OAl COOf'LU. M.'t ',\1TII ,&,11,',0,tE 11'.REAO fOR C~'tUG NJ!) CLOSING TI<IVALVE.. C. THE COVEll SH/l.lL <IE f'ER.).V.NE.'t11.Y ATT AO<(O TO Till (;.-IJIC<-COI.PlirlG VM. \/ES. IT SHAU. 8!; f'LRl'lE Rl,.:all(R Oll vtm .. 0. LOCK,'IG COVtRS Mt iltQO,.IRlO. 21. A.'t N .. ~UAL CROSS CQNNECT--0..'t tNSP(CTIO~ Wll.L a& CONE SY onu CA.'lL$8A(> MJNIC:f ... L WATEJI Ol~TR.,CT Cl! SAN C•ll:<;0 CO\.J:tTY ll-EPAATl-i(tU 0, IIEAl.01 St.RV<tS. CCf'IES Cf INSf'ECT..O'.I RU'(n rs ·....-u. Ill; fQ,(W/l,ROf1) TO n-.£ llOH-.NSJ'lCT~~ ? AR rY. ll, r,E OESiGII ANO LOCATION OF ffiWQSEO ·oo NOT CR.I«" SIGNS SHALi. ae CALLEO our 0:1 n•E rt..Ms. 2 l. A.'t Oll·SI IE: IJSWSIJ'J-'l\t'ISOR SI lAI_L 8E: CtS,GHA no LIi W~JT,U<i. 1H S ,'l0!',100AL Sl•>.u. ee fA!~ll..1.4.R \"flt f'I .. I_M!Ji,1'11) $YS JL\IS ~TH Ii rne i'R<;-PUTY. '/\)TH TH£ SAS,C CONWIS 0, UC~llOW/CIIOSS co~c,,o;1 ~Olt(t,Cl'l, ANO Tl-I€ S,"EClfloC RCQl.:JiilllE.'tlS OF A RCCI.A~>(O WATlR S)Slt"l COPIES Of' flt! CESIG:IAl Kill, Wini CONTACT ''H0.'4£ /llJl-!U,A.S ~I. 8C i-.\OV;C(O TO THE S>..'t OIEGO COIJ.'tf'I' OEJ>ARf!-((.'tT Cf HEAlffi Sf.lMC.ES A.'¥.1 CARI .. 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A PlfYSICAL $El'AAATI0.'1 SHAU. 5E P~OVOEO 8lfl\'CEll .&OJACENT ,\REAS lr.l\lGAT(D w1n1 R(Cl'CltO l'l'AIEJI Att0 rorA8U WAl EA. ~LPAAAIIO.'i SllElL ii!: PROVIOlO a't OSfANCf,CQt-lCJlf TE !>roW SfR.l'S CROr<'EII APl'~O'v'EO MlJllOOS. 23. l!'.l'ACT Sf'Rll'll<.l£11 HEADS AA£ NOT APfROVEO FOIi RECTCLEO WA1£JI SYSl(MS.. 01.\:-JG( IMJ'ACJ Sf'R.J«U.R liEAOS TO ~OtORS OR On-i£a REOIJCJl(l Elt(fSSil(E Sl'AAY OR 14STit1G. SIGNAGE NOTES THI; fOLLo·,\',NG GIJ D{L)'l(S fOR fl I( \IS£ Cf K(Ct.A,Mf.0 WA T(R ME ro eE f'i:;.MANUHI..Y PO'S TEO ~!SIOE fHE 0008 OF EAOl (OttTROlllR \\HUE THEY All£ EASILY \%161.l. f'Uct Ott a.112· X 1 I' <;1no S:G.'t. COLOII: PLRPLE 8AC<GROONO WlfH Bl.AC< lU llR.U<i. I. <) .. JC•H.INES fOR r.ECUJ..,fQ WA TB! IJSE ,\. :RRlG,\lE eu·m.t'1 n•EflOt:i!SOF J0;(:0P.l<I.AN06:00A.I-I.ClllY. WATEll,<tG OUT 5101 fli>S r .ME r~\.'.E ~s T (l( 00..if 1-WW.lLY ','>'IIH C,JAl.fl(O Wf'ERV.SCliY PE~SCN/lfl. 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FQ:'1 EXA.41'1.E, i?OOl Cl:CKS, l':'l,'VATc PAPOS A"'O LOIS, AND STREEfSAN0 SDEWA.LKS. o. :-IQ'lllOR ND M.\itf,\111 T~E S~SllM ro M,NJ.f!U lQl..ifMtlif ND ta\.\ IU!AL f,'lt.Ur<E. aR()i((N Sf'l'.1/-ll(UJI llfAOS, LU.KS, IJNllEUAalE 'IALIIE.S, £TC., ~IIOU.O 8E P.El'A.IU:O AS SOO/'f AS TI•EY 8(CC!4 Al'PAA(Hf. E. THE 1.ANOSCAPE COIHAAl;TQR IS RESl'QNS!lllE FQi! EDOCATJIG f,\Ot EMPlOY£E ANO All !,V,.INlE.'tJ\tK:E N.RSON.Na Cit A (()/tTINIJ0\1$ :3ASIS. REGAAOa-l(l r,.;e Pl':lSCtK:l! OF R(ct..\..'.!EO WA IE.it t-4,\JliJUV..•Ja /'GiSl'.iJ'l'l(L M!JST 6£ <.l'IFORMEO THAT WATER IS roit .Ri'JGAT,Q.'f i'lRf'OSlS 0/ilt A.'11) ,s llOJ Af'l'80'v'EO fCR CR.~ING Oit FOii lW.JO A.'<0 TO<X. WASH.HG. ETC. F. 08TAJII n.JOa />S"i'R()'IN .. OF ALl PRCPOSl'D 01.,\t-lC,l;S ANO !-IC•Dil(;Ar,O,'iS TO ANY tlWAIE Ort-Sllf: IACllJT,E.S.. $!JOI OlA/~ES ~ST BE Sl • .:8!-11Hl0 TO.ANO Ar.l«>'IE.0 SY, fllE ()SIR,Cf OiGIM.tWG OfF.CE ANO OESIGNEO L'1 ACCORCAllct Wtnl 01$1RiCT SfNiOAAOS.. 1. 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EA(:H A\ITCt-lA TIC CO.'IT:SOLLER N.JO ITS AS~<:IATEO EQU.fl,en ~HAlL & CEl'ITlf'fO V,,01 A SiGti BEAl'J~ IHE WCilOS "RltJ..Al!,!EO WATER IJ$EO FOR JAA:GAT,c)I◄• ,'1 L"lG\JSII NiO Sl'Alli$11, Wirt! 81.J'-0< lUfU!S 1• H,GIION A >\/RPI.! ':IAC'\i!OI.Ji'JO. HIE SIGN Sll,\ll 6E 1'1.A«O SO JliAT If CA.'t f.E ;~£AOP .. Y SltlHIY A.'fY Cl't!IAf<O!lS f'EII.SC~lEI. U~ l!,ll/lG TI•E C~lf!.£NT. INSPECTION PROCEDURES I. OISIJtCr hltAl..lNSl'lCr,oN Sll-"lL~U=I.JOE:==-· --- A. C<NlRAGE nsr, AfTE!I COt.ci'U:TIC·H OE r.-<.e Sf'IUl>lllR SYSIE..", TO 0£fUU-4<.'l£ ffiE ~~ OF COvtRAGE OH Tri£ Af'~VE0 IJ~ NV\ MD f'R0fl'.(1'.,0:i Of MEAS l!Of Al-'Pl<Ov<.O fQII Rt(fNING ltf(u'.IMfO WAffR B. W>$JIIIIG $1GNS AfiO LA8CLS. C. Ql.10( C~PllllG V1',l.'v1'S. O. JI.LL ASl'ECTS CF TI!E i:>.RJGATIG'f 'CC/lOITIONS JICLIJOJ/<G W,NOElOWN S,"RAY, /\U~lOfF, MO l'Qro~lG, E, l<(QIJ:RlO PROU:CTI0.'1 OF >.LL RESOlHTIA!. AREAS.. F, R(l;_(JIREO ~ROf(CTION OF '/\Ell, Sf"lf.A.\IS. RESE.'NO.RS. UC. /j. CROSS-CCUllECf,QII. A CC!-(J'lE rt .N~'ECT.C·N 'WHIOI Sl,Ol,.t.O COVI.R 9A.1f A, $','.Rf B AHO "AAT G Cf Tf·E OIST~.ICT f.rlAL I/ISftcr,o•,. R£VISIOl4S Ml>Sf 8£ Jl.l"'IIOVCO BY 1'1.;8t.JC f<E/l.UH U<GiNll~, 0 JY l/lG>l'lUR & o,s rR CT ltlGJ<(E.11 ••R.,C.11 TO J,lPI..E.'4:N f Ari0.'1111 r.ClO. SHEET TITLE SHEET NUMBER !--'-'R=-EC=-'LA=l.'l.l-'-'E=-=Dc...W~A"'--TE=R-'-C=-~O=N-=-N=E'-"C"""T!"""O""'N""'S""'C""ll=EMA'-"--'T-'-'l=C __ r _____ ...,,26_,.__ ___ _ DECLERATION OF RESPONSIBLE CHARGE lRRIGATION Pl.AN 27 IRRJGA TION PLAN _ IRRIGA flON DE r AILS lRRlw\nON DETAILS r lJ.I.ACKlOCO r Pt.FJ'lE 8/\CKROUNO / "l'" / 1• E,t.,\(l( l.ETIGlS '· V i I,...---../-----I (U.TS.) ----- ;_,_':""..... f WAJ!.Nll\G RECLAl/,i,£0 WA~ U DO NOT ORll'IK ECLAIMED WATER I l' X 36• SIZE .016 Allil~IM.t.t, .060 ABS f'lAST.,C OR STIC<-CN Vll'tYl SIGNS A\11SO-AGUA ~-truM · TOMAR I • BLACK LETTERS 2• 8LAO< LETTERS lYElCAl. SIGNS 1a•x 18" SllE .o 16 ,'LLJ-1I1'.1"M, _cw ABS f'lAST!C OR 51-.CKON VJftl. S'.~NS PlOf DATE: 12/08/08 --------------~ .. ~·------~----------------------, I HEREl>Y OfCV.l!l: lliATI A.'I THE LC<l◄SEO ~SIG.'-181. Of WCHX FO~ TH•S f'R0,ECT, r,'.ATI llA'll O:EROSl0 Rl~Ol'IS.BlE 01/l.OCl O\fl!I n•! ctS.-G.'f C·F n;E ~ROJ(Cf AS Wll'IEO ... $ECT>Otl 6103 Cl fHE B~ilNl~S A/◄O ffiOfESS!0.'1$ cccr. Al-IQ rnAT rue OfS.G,'1 ;$ (O,'i$1STE.'H ',\lrd curu:.E.'IT ST )JJO.&.ROS. I U.'IOERST N-IO r,'.AT ThE O•(CI( Of F!lO.;ECT OAAl\'~,JGS A'lO SPE:CflC.,\ no.-.s 8Y fl!( OrY o, CA.RI.Si!AO ,s 00:lfi,NlO ro REVEW 01-1.Y A:JO X•E1 NOT RELEVE ME, AS ntE L"ttNStOC•E~'lEll OF l'iC·ll<, Cf !>IY RESl'Ol-!Slf.lUT,ES roR pj:!Q;{Cf DESl(;N. flrul HAUi MO ADORE$$; □Af.OJ..lUS OESIG.'f C,.R.01.iP 2125 JEFFERS.~ STREET. st:J.r! l~B CAAi. ~l!.N> CA. 9tOO& 00{lNC,R1E "AS BUil T" TITI.E. OArt REVlE\'iED BY: OArE SlitET 25 CITY OF CARLSBA U.Jlill'IW.JG OlPAAT!-1UH SllCETS 30 I PRIVATE (ONSITE) RE(lft.lMEO WATE.R SYSfE.M roR: • THE FLOWER flElOS AT CARLSBAD MNCH 5704 PASEO Ofl NORTE CAAL58,'0, CA 92008 } I Vl 0 l ::E ~ G) N u, +:> 0 u, -h u, W' 0 00 : I FUTURE RP TO EXISTING IRRIGATION WATER LINE FUTURE RECYCLED WATER METER RECLAIMED WATER SYSTEM (PRIVATE) 5704 PASEO DEL NORTE RECLAIMED WATER CONNECTION SCHEMATICS NEW 2" RECYCLED WATER LATERAL EXISTING 12" POT ABLE WATER MAIN ' EXISTING RP CUT AND CAP EXISTING IRRIGATION WATER LINE EXISTING RP 'l l EXISTING IRRIGATION WATER METER TO REMAIN EXISTING POTABLE WATER FOR DOMESTIC USE TO REMAIN IN SERVICE, PROTECT-IN-PLACE P A S E O D E L NORTE EXISTING 8" RECLAIMED WATER MAIN NOT TO SCALE PLOT DATE: 02/23/09 2725 Jaffersofl slreel,, suita 151l G;uisbad. C11 92001 phone: 760.7:20,9331 fax:: 760.720.;150$ SHEET 26 CITY OF CARLSBAD SHEETS 30 PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: 1------+---+------------------1--+---+---+-------o THE FLOWER FIELDS AT CARLSBAD RANCH 5704 PASEO DEL NORTE 1----+----+--------------+--+----+---+--t CARLSBAD, CA 92008 RECLAIMED WATER CONNECTION SCHEMATIC 1--~-+-=c--l'-'-'' L--"'-"'C,S_,,5,,_,V,,,_,1/._,,l_,__ ________ -+--+----+---+--t OWN BY: =OR __ OA1E INITIAL DATE INITIAL DATE INITIAL -REVISION DESCRIPTION CHKD BY: =Js -- ENGINEER OF WORK Oll-lER APPROVAL QTY APPROVAL RVWO BY: PROJECT NO. 36775 DRAWING NO. 455-8 ~o (1) ~ ~ G) N 0) .j::,, 0 V, ...., V, W' 0 00 SYMBOL MANUFACTIJRER RAINBIRD 19 (E) 0 FEBCO {RPB) FEBCO l'lJ FEBCO DESCRIPTION CONTROLLER A CONTROLLER 8 RAIN SENSOR REMOTE CONTROL VALVE 1"& 1 1/2" BRASS BALL VAL VE REOUCEO PRESSURE BACKFLOW PREVENTER 1 1/2" WYE STRAINER 1 1/2" MODEL NO. PESB-R 622UF 825Y 6SOA ANY LATERAL LINE. TYPE 1120 PURPLE PVC SCH. 40 <;"----C--;--.-:;, L•---' _,._ _,_ ,.. '--1' © WM 0 ANY SEE SPECJflCA TIONS PER. QTY SPEC. WILKINS NETAFIM NETAFIM NETAFIM RAJNBJRD IRRIGATION MAINLINE, PURPLE PVC SCH. 40 3/4'-11/2'.PVCCLASS 315 2'+ POINT OF CONNECTION ,. / 1'1,• RECLAIMED WATER METER . ,m, PRESSURE REGULA TOR 1 1 /2" CROSS CONNECTION TEST AUTOMATIC FLUSH VAL VE 120 MESH DISC FILTER W/ VALVE AIR VACUUM RELIEF VAL VE PRESSURE REGULATOR VALVE DO NOT DRINK SIGN ,.. IICl{ COUPLER FIRE HYDRANT EXISTING POTABLE WATER METER IRRIGATION HEAD LEGEND SYMBOL F 3/4 2/3 1/2 1/3 1/4 LST RST SST ADJ. MANUfAClllRER HUNTER HUNTER HUNTER © HUNTER HUNTER :t!l HUNTER fffi HUNTER ,.., HUNTER NETAFIM SOOHR TLOOS0MFV-1 DFVxx-120 TLAVRV 32PRVxx-xxxxx 44-NP DESCRIPTION SHRUB POP-UP STREAM SPRAY SHRUB POP-UP STREAM SPRAY SHRUB POP-UP STREAM SPRAY SHRUB POP-UP STREAM SPRAY SHRUB POP-UP STREAM SPRAY SHRUB POP-UP STREAM SPRAY SI-IRU8 POP-UP STREAM SPRAY SHRUB POP-UP STREAM SPRAY TECHUNE RW (RECLAIMED WA TERI REMARKS EXISITING REFER TO Pl.AN FOR LOCATION EXISITING. REFER TO Pl.AN FOR LOCATION EXISITING REFER TO Pl.AN FOR LOCATION EXISTING IRRIGATION VAL VE MATCH MAINLINE S12E FOR RECLAIMED WATER SEE SIZING own, THIS SHEET EXACT LOCATION IS TO BE ADJUSTED IN lllE FIELD TO INSURE l11E AVRV IS LOCATED AT THE HIGHEST ELEVATION POINT WITHIN AN INDIVIOUAL DRIPLINE CIRCUIT SEE SIZING CHART, THIS SI-IEET DETAIL 29-A,D 29-A,D 29-ll 29-C 29-C 29-FG 29-l',G,H 30-J,K 29-G 29-C 30-P 30-M 30-0 30-M 30-1.. 30-J GALLONS PER MINUTE MODEL NO. RAD PSI F 3/4 2/3 1/2 1/3 1/4 DETAIL INST-12-CV-R-MPl 000-90-210 14' 45 0.46 0.4 0.2 29-E INST-12-CV-R-MP2000-90-210 20" 45 0.92 0.78 0.42 29-E INST-12-CV-R-MPl 000-360 14' 45 0.8 0.41 29-£ INST-12-CV-R-MP2000-120-270 45 0.41 29-£ INST-1 2-CV-R-MPCORNER 14'0' 45 0.3 29-£ INST-12-CV-R-MP RIGHT STRIP 4'X15' 45 D.23 29-£ INST-12-CV-R-MP LEFT STRIP 4'X1 S' 45 0.23 29-E INST-12-CV-R-MP SIDE STRIP 6'X30' 45 0.47 29-£ TLRWR6-12XX 45 .6GPH 30-NO , ,. IE NEW VALVE INTO EXISTING MANIFOLD f.ND TIE INTO CONTROLLER BY INSTALLING POUBLER DEVICE MANFACTURED BY ~~SITIONAL SYSTEM MFG. INSTALL PER JMANUFACTURER'S SPECS. 00 N t--= I (./) • I !STING MAINLINE! NOTES: \ \ 20 I I 0 SCALE: I • -20' -0" 1. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES. lYP. 2. THIS IRRIGATION DESIGN IS BASED UPON A MINIMUM OPERATING PRESSURE OF 85 PSI Willi A MAXIMUM DEMAND OF 45 GPM AT TiiE POINT OF CONNECTION. 3. AVAILABLE CITY STATIC WATER PRESSURE IS 135 PSI. 4. THIS PROJECT IS LOCATED WITiilN THE JURISDICTION OF TiiE CARLSBAD MUNICIPAL WATER DISTRICT, PHONE NUMBER (760) 431-1601. 5. ALL END LINE OR UNMARKED LATERAL LINE PIPE SIZE SHALL BE 314" SCH 40 PVC. UNLESS DTiiERWISE NOTED. 6. IBIS IRRIGATION SYSTEM IS DESIGNED TO USE RECLAIMED WATER. ALL HARDWARE SHALL USE A PURPLE COLOR DESIGNATION IF AVAllABI.E. ,----STATION I.D. NUMBER ~ED5~~GPM 1' "-. _VALVE SIZE VALVE CALLOUT SYMBOL l ',~d~~~"a[d:ltl~·(•· · 10 20 40 80 I • FEET Renew.alOaa 2-23-09 ) <j}, 0.,, /J- '111, OF CAI-~ 1,u'bAA de&iaf! plannln• • • • ' «!725 jl.lf"'1'3on street. sui'9, 15\1, casl!lbad. ca 9j001 pho~ 760.72(1.9331 fax: 760.720.9505 PLOT DATE: 02/23/09 ----------- SHEET 27 CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 30 !PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: I THE FLOWER FIELDS AT CARLSBAD RANCH 5704 PASEO DEL NORTE ! CARLSBAD. CA. 92008 _ IRRIGATION PLAN o----+-----+-----------------t-----t---+----+---■ ~=============····----------~ ------------,f-c--~=~-------------,f----t--------,-------,f----11;;;;u~~~ ~-'¼,◄,_~ ----. _//•D_k ___ rE· __ N _____ J 1,1:,. ,1s 8(1/LT 1 De!'Urfatr ENG1NEE~6 EXPIRES 3131110 X"rE ~7 I 11, lf>tJE/-(/){/llfl2-/?EJ'/.5"{t!McT€1( 51?£ ---~OA-T£~t-lt-l~TIAL-~ ~~-•~ -----~--------+--OA-T£-+--JNIT1Al--t--DA-T£-t--lNITIAL--I DWN BY: 0• I PROJECT NO. I DRAWING NO. ENGJNEEROFWORK REVISION DESCRIPTION CI-IKDBY: _,s__ 36775 455-8 OTHER M'PROVAL QTY M'PROVAI. RVWD BY: . VI 0 i~ ~ Gl N -..J ~ 0 V, -V, W' 0 00 1-w w ::c en en ::c I- I-::c (9 a::: a.. ~ w w en w z ....J ::c (.) ~ ~ ,-· I I I I I I I I I ~ I \ ·r~ \\ ) i \:'_-~ _/ .. - \ \ ',. ~-' I I I PLAN INDEX -------~~=-~,, '"'--:_-,....~~ ---' ', ',, .... __ "--.. -~ . . --,, ',,"~ ·,,~, ' ·, ·-. ', ' DIRT N.T.S. 20 0 10 SCALE: 1 • -20'·0" PLOT DATE: 02/23/09 I A.S·Bll/LT 20 I .4tJDEO (./1./E, V/llVES, Qtl/C/f CO{/PL<f"RS 40 \ \ 80 FEET WORST HYDRAULIC CONDITION CALCULATION Remolll Control Valve: NI. Maxim\Jm GPM Demand: 37 POC/Water Meter: 2· Available Pressure Stafic: 120 HGL Elevation of Meter: 79 Elevation of VaJv&: 835 MAINIJNENALVES: 41' l. F. of r setvk:e Line 2" Water Meter 1 112" Backftow Device NA filter NA Master Valve NA flow Meter 1 112" Pressure Regulator/Straine< 2" Gatel8al VaJ.ve 324' LF. of 'r Mainrtne 1 112" Cootrol Valve Misc. Fitting loss (10%) S1.2btotal MalnDn~arva PSI Loss: lATERAl l>NES: l.f. of 314• lateral @ l.f.of 1• lateral@ 3.5' l.f. of 1 1/4" lateral @ 14· l.f. of 1 112" late<al@ loss Thru Fillings (10%) Subtotal Lateral Line PSI Loss: Total Elevation Chang& Loss or Gaffl {psi) Subtotal System PSI loss: TOTAL PRESSURE AVAllABlE: SUBTOTAL SY1>TEM LOSS: PRESSURE REQUIRED AT HEAD: TOTAL PRESSURE LOSSES: RESIDUAL WATER PRESSURE: BOOSTED PRESSURE: BOOSTED RESIDUAL: GPM LOSS 37 • 0.6 37 • 1.15 37 = 11 37 = NA 37 = NA 37 = NA 37 • 5 37 = 0.18 37 = 3.7 37 • 3 37 • 2.5 27 = 13.41 • 221 18 • 006 37 • 0.49 • 16 11.a 4.5 1.9 4S.7 120 46.7 45 91.7 28.3 NA NA i,04_~:ap. ~d\1111\}\\irt ij,bp(fi/li;ig!I j,laMln9 • • • ;l:725 jeff111BOn street. suli. 15) carlsbad, Cl lllOOI phQ~ 760.720.9'31 fBJC 7&0.720.9:>0S SHEET 28 CITY OF CARLSBAD SHEETS 30 PLANNING DEPARTMENT 1----+---+--------------+---+---+----<f---■ !PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: !THE FLOWER FIELDS AT CARLSBAD RANCH 15704 PASEO DEL NORTE ■----+--+---------------~-----+----+---+---• iCARLSBAD, CA. 92008 ;cc====================: APPROVED WILLIAM E. ~ ■------+------l----------+--+---+------<f---■ .a~ 7"'.:_'/;:;:?'~ d· ~ ~r29 ------j---.,__ _________________ __,_ __ __,_ __ ...,. __ __, ___ , foEPUfi CITY ENGINEER PE 28116 EXPIRES 3131110 DATE DATE INITIAl ENGINEU Of W0RJ< REVISION DESCRIPTION DATE INITlAI. OTHER Af'PROVAl DATE INITlAI. OTY N1PR<NAl OWN BY: =o•~-- CHKO BY: ='•~-- RVWD BY: PROJECT NO. DRAWING NO. 36775 455-8 Vl ::r 11) 11) r+ N 00 0 ....., w 0 .j:::, V, V, I 00 ---------------------------------------- 121 REMOTE CONTROL VALVE. f;1 PURPLE VALVE BOX Willi l.:J LOCKING BOI.T-OOWN LID 0 SCH. 80 PVC UNION. G SCH. 80 PVC NIPPLE (lYP.). @] SCH. 40 PVC MALE ADAPTER. 0 PVC LATERAL LINE. 0 PVC MAINLINE. 0 SCH. 40 PVC SxSxT TEE. 0 SCH. 40 PVC SxT EU. r ,o 1 WATER PROOF CONNECTORS. Jlil CONTROL WIRES W/ 18" PIGTAILS. f12] BRICK OR CONC. SUPPORTS I ALL AROUND. ~ COMPACTED SUBGRADE. ll REMOTE CONTROL VALVE NOTTO SCALE f;l POP-UP HEAD PER lEGENO L'J W/PURPLE RECLAIMED WATER CAP ~ (1) MARLEX STREET ELL f-:;l SCH. 80 PVC NIPPLE, LENGTH L"J AS REQUIRED. 0 0 [,] SCH. 40 PVC SXSXT TEE ORSXTELL PVC LATERAL LINE PER LEGEND FINISH GRADE FINISH GRADE. 2" IN G.C. & 1" IN LAWN AREAS. 0 2" MINIMUM. M SEE LEGEND OR I~ SPECIFICATION 0 1 CU. FT OF PEA GRAVEL. ~ SCH. 80 PVC lliREADEO l..:.:.J RISERLENGlli AS REQUIRED rio l SOIL FILTER FABRIC r;;-J PURPLE RECLAIMED ~ WATER VALVE 1.0. TAG NOTE: 0 [!] ~ 1) RETROFITS : A. REPLACE All EXISTING VALVE BOXES Willi PURPLE VALVE BOXES THAT INCORPORATEA BOLT OOWN LOCKING LIO. B. PROVIDE PUPLE RECLAIMED WATER I.D. TAGS ON All EXISTING VALVES. 112" ABOVE FINISH GRADE 2" AT EDGE OF PAVING OR WALL REFER TO TRENCH Willi PIPE & WIRES DETAIL G (2) MARLEX STREET Ell 1 .,::·,:.::;1-li~l!ITT"lll{iL 1111'" 1'-l~e ·, ;·_ ·. :. ·1111-11·illl,lllll'I ll,11'llll ,1·1llll1·1 11111-1·1111I, II · . ···• l~I 1~1,11-, 1 l~l1 --»~I . · _-· 1111-. ll==illl--" ,~,-1=:.l~l11' .,.. II ,111--1111 ill! Mice cell!!_~ I"' fl ~1 [ SHRUB ANO LAWN POP-UP HEAD 0 FINISH GRADE IN TURF AREAS @] 1 CU. FT. PEA GRAVEL AT BASE OF VALVE BOX [i] 1• QUICK COUPLING VALVE (NELSON) I!] PVC STREET ELLS 2 2 #7645 OR RAINBIRD #44 NP Willi ACME THREAD KEY REQUIRED 0 PURPLE 10-ROUND PLASTIC VALVE BOX W/ LOCKABLE COVER. 0 PVC SCH. 80 10" NIPPLE G PVC SCH. 80 NIPPLE LENGTH AS REQUIRED iBl {) ill 11 - @---------~-->~-----~--T...:JJ NOTE: 0 PVC STREET Ell [!] PVC MAINLINE FITTING ~ PVC MAINLINE G FINISH GRADE IN GROUND COVER AREAS 1/'Z REBAR STAKE (MIN 24" 112] DEPTH) ATTACHED PUNCH LOCK STAINLESS STEEL CLAMPS OR EQUAL. f1:i) SEE LEGEND OR SPECS. s RECLAIMED WATER TAG ~ SOIL FILTER FABRIC I.) .-:!g 1) All PVC THREADED CONNECTIONS TO BE COATED WITH "RECTOR SEAL "T-PLUS TWO OR EQUAL 2) RETROFITS -REPLACE AU EXISTING QUICK COUPLING VALVES Willi NON-POTABLE LOCKING PURPLE THERMOPLASTIC RUBBER COVERS. 3) QUICK COUPLERS VALVES SHALL BE OF TYPE APPROVED FOR RECYCLED WATER USE. RECYCLED WATER QUICK COUPLING VALVE NOTTO SCALE , I 121 BRASS BALL VALVE @] BRICK OR CONC. SUPPORTS ALL AROUND. 0 INTEGRAL UNION (TYP.) 0 PVC MALE ADAPTER (TYP.) I~ PURPLE VALVE BOX Willi LOCKING BOLT-OOWN LID 0 TURF G PVC MAINLINE (TYP.) 0 FINISH GRADE 0 RECLAIMED WATER TAG BRASS BALL VALVE NOTTO SCALE [_1] PURPLE PVC NON PRESSURE LATERAL LINE Fl APPROVED BACKFILL 0 PURPLE PVC PRESSURE PIPE f-:;l CONTROL WIRE BUNDLE. USE THHNfTHWN L"J (THINNER JACKElj. 0 UNDISTURBED SOIL VARIES ,,_... _____ t TRENCH WITH PIPE & WIRES NOTTO SCALE ~ COMPACTED SUBGRADE. 8 1" IN LAWN AREAS, 2" IN SHRUB AREA @] 1 CU. FT. PEA GRAVEL (MIN.). 13 SOIL FILTER FABRIC NOTE: 1) RETROFITS : A. PROVIDE PURPLE RECLAIMED WATER 1.0. TAGS ON All EXISTING BALL VALVES. [~] FINISH GRADE [,] SEE NOTE BELOW FOR DEPTH 1a] 3' MIN. 'l. NOTE: • PIPE TRENCH WITHIN LANDSCAPE: MAINLINE: 18" NON.PRESSURE LINE: 12" o TRENCH UNDER VEHICLE PAVING; MAINLINE: 24" NON.PRESSURE LINE: 24• $ENSOR TAPE -------------------- "7 PRESSURE REGULATOR OPTIONAL fal REDUCED PRESSURE BACKFLOW ,;;l PVC MAINLINE, SEE LEGEND L'J SEE PLAN & LEGEND L"J DEVICE W/ GATE VALVE & TEST COCKS L"'J 0 'Y" STRAINER 0 SHORT BRASS NIPPLE G BRASS UNION 0 BRASSELL$ 0 lliREADED BRASS RISERS [,] FINISH GRADE l_9J HEIGHT PER LOCAL CODES ~ CONCRETE FOOTINGS G 95% COMPACTED SUBGRADE ~ PVC COUPLINGS TxS G 10 Mil. PIPE WRAP lYP. ~ CONCRETE THRUST BLOCK ~ t 6.,,-_ ____, l---=~-;:::_= __ :::.:. .. ~-.'..:'.· ~=:=· =-t>l!"·i---··--. -. __J l------~r ,TI! ~¥ .. NOTES: 1. BACKFLOW PREVENTER MAY NOT BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. 2. THERE SHALL BE NO FITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. 3. CONSTRUCT A 'Z HIGH RETAINING WALL ON 3 SIDES OF THE BACKFLOW PREVENTER WHEN INSTAUEO ON 4:1 OR GREATER SLOPE. OPEN ENO SHALL BE AT DOWNHILL SIDE OF SLOPE. PROVIDE 'Z HORIZONTAL CLEARANCE BETWEEN WALL AND BACKFLOW PREVENTER. 4. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING . 5. BACKFLOW SHALL BE PAINTED W/PURPLE PAINT TO INDICATE RECLAIMED WATER IN USE. REDUCED PRESSURE BACKFLOW NOTTO SCALE 1·;1 SAND BACKFIU COMPACT TO THE 0 SERVICE LINE$ IN SCH 40 SLEEVE 0 CONTROl WIRES iN SCH 40 SLEEVE L'J DENSITY OF EXISTING SOIL 0 PAVING NOTES: r. 1 3" WIDE RECYCLED WATER I.O. l_"'J TAPE IF APPLICABLE 0 UNDISTURBED SOIL '71 PRESSURE MAINLINE IN SCH 40 I' J SLEEVE PIPE SIZE A B C 0 1/2" TO 4" IN SIZE 30" 4• 1. PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED · SLEEVING NOTTO SCALE INSTRUCTIONS: 1!1 STRIP WIRES APPROXIMATELY 1/2" (12.7mm) TO EXPOSE WIRE. ;s,i INSERT WIRE ASSEMBLY INTO PLASTIC TUBE l:J UNTIL WIRE CONNECTOR SNAPS PAST UP IN BOTTOM OF TUBE. ~ TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HANO TIGHT. 00 NOT OVER TIGHTEN. ij PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOlES CLOSE CAP UNTIL IT SNAPS. {(lo I~ INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE ANO FINISHED. WATER PROOF WIRE CONNECTORS Ell ---=111J= ill!·-,,_ '11 _ -_•1·11=1 •1-1--===-1 • -'· -·-1111 ,,, __ ALE 45°ELL WYE CROSS TEE PIPE ( TYPICAL) REBAR BENT AROUND .i .. i' ,, •• FITTING (TYPICAL) ---jj= 1, = •,,__ --------FITTING (TYPICAL) '11-1111 --.1~ = Jll; _;li., CONCRETE THRUST BLOCK (TYPICAL) 45(' ELL'"'-·,,. UNDISTURBED SOIL (TYPICAL) HQTES: 1. SUPPLY LINES 2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2. EACH THRUST BLOCK TO BE 1 CU.FT. IN SIZE. IRRIGATION THRUST BLOCKING ~-..... NOTTO SCALE . -· _i~;r,i~;,~~~;i'" ,, -1,utan _d~GllJIJ p!anolnt • • • 2725 jetrerson s\f&III., sutt.1~ Cl,lrlsbad, Cl 92001 phon« 760,720.933-1 rax: 1ao.120.9sos PLOT DATE: 02/23/09 i AS'-8t/lt.T . ····-·+---+------------------l---------1---------+---+-- - - ------l----l---+---+-- t----+---f------· -----~ - --~------------+---+---f-------,f-------1 .. -"··------------------+----+----+---+--~ DA TE INITIAL ENGINE£R.~\YORK REVISION DESCRIPTION DA TE INITIAL OA TE INITIAL OTHER N'PROVAL OTY APPROVAL SHEET 29 CITY OF CARLSBAD PLANNING OEP ARTMENT SHEETS 30 !PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: !THE FLOWER FIELDS AT CARLSBAD RANCH 15704 PASEO DEL NORTE CARLSBAD,CA.92008 IRRIGATION DETAILS APPROVED WILI.IAl-f E~PI. R --. L ~~~9-. DEPIJ~NGINEE PE 28176 EXPIRES 3/31/10 DATE OWN BY: ~o•~-- CliKD BY: J=•-- RVWD BY: PROJECT NO. 36775 DRAWING NO. 455-8 ~ CJ (1) ~ ~ G) N lO .i:,. 0 V, -h V, W' 0 00 :!] ?cl :1 ~ i~ 3/4" SOI 80 PVC 90 ELL ~ VALVE BOX Willi PURPLE COLORED LID 3/4" SOl 80 BRASS CLOSE NIPPLE :!] LINE SIZE BRASS BALL VALVE 3/4" BRASS LOCKABLE BALL VALVE. LINE SIZE X 3/ 4" SOl 80 TEE FIP X METER SWIVEL ~ :!] l?J ij ~ PURPLE PVC CL 31 S OR SOI 40 MAIN LINE 3/4" X 1/4" BRASS lllREADED BUSHING Willi 1/4" CAPPED OUTUT. :m 6" BASE OF 3/8" ROCK 3/4" SCHEOJLE 80 BRASS NIPPLE RE ► FROMPRESSlJ REGULATOR SEE NOTE 1 :\ ; -_, - METER NOTES; :: l~ I ~ ,:. ~ ~ '~ ~ Y-STRAINER ------- /~ / \~ EUNYr£W PROFILE 1R~!tt:i:1 POC SEQUENCE CHECK VALVE i.---~ ~ TO IRRIGATIO"'► VALVES 111111- 1. INSTALL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION CHECK AND PRESSlJRE REGULA TOR VAL VE. 2. SECOND CROSS CONNECTION TEST STATION INSTALLED AT FAR END OF ON-SITE MAIN LINE 3. BRAND ·rs· ON PLASTIC TEST STATION LIOS RECLAIMED WATER CROSS CONNECTION CONTROL TEST STATION NOTTO SCALE LINE FLUSHING VALVE ~ MODEL# TL0050MFV-1 TECHLINE CV TIJBING l,j 10" PURPLE ROUND VALVE BOX ij W/ LIO. BOLT DOWN LIO, USE STAINLESS STEEL BOLT, NUT, AND WASHER LINE FLUSHING VALVE 0 T FINISH GRADE 2" IN G.C. & l • IN I.AWN AREAS SEE DETAIL@ :!] BRICK SUPPCRTS, MIN. 6"x6" (TYP.) 1 3/4" PEA GRAVEL SUMP 1 CU. FT. IN SANO 1.5 CU. FT. IN LOAM 2 CU. FT. IN CLAY :~ SOIL FILTER FABRIC NOTe: :!.) SIDEWALK ,~ CURB [j POTABLE SERVICE LINE lj RECLAIMED WATER IRRIGATION MAINLINE Willi SLEEVE ~ METER BOX Willi METER ie:i 10' MIN. TO POTABLE MAINLINE IN ~ STREET 12" MINIMUM 1. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATI1 OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE lllE NECESSARY 1 O' HORIZONTAL CLEARANCE FROM POT ABLE MAINLINE IN STREET. POTABLE MAINLINE CROSSING NOTTO SCALE :!] Techline DISC FILTER 8 PVC SCH. 80 UNION (TxD ·~ PVC MAINLINE (TYP.) :'.!) PURPLE PLASTIC RECTANGULAR VALVE BOX WI BOLT DOWN CCVER, USE STAIN- LESS STEEL BOLT. NUT. AND WASHER. NOTTO SCALE i!) 4" DIA. DRAINLINE PIPE I;) TECHUNE AJRNACUUM RELIEF VALVE ij 3/4" x 1/2" TxT R.B. al 3/4" PVC COUPLING TxT :~ . ~ :1 ij 3/4" PEA GRAVEL SUMP BRICK SUPPORT. MIN . 6"x6" (TYP) 6" MIN. CLEARANCE PRESSURE REGULATOR :!) ,1 3/4" SCH. 80 NIPPLE ( LENGHT •~ AS REQUIRED) !J PEA GRAVEL ~ BLANK TECHLINE TIJBING ~ FINISH GRADE TECHLINE AIR/ VACUUM RELIEF lumbed to o Scale: 1" ~ 10 ft ~ PVC MALE ADAPTER :11 PVC FEMALE ADAPTER !21 2" IN G.C. & 1" IN LAWN AREAS Bl FINISH GRADE :!] SOIL FILTER FABRIC f:) '~~(~ Iii Hll :!) POTABLE WATER LINE 8 SLEEVE PER SPECS. ;'ii CONST ANT PRESSlJRE RECLAIMED WATER I:] LINE 1j FINISH GRADE TOTAL OF 20' MINIMUM EXTEND 10' EXTEND 10' EllllER SIDE-, EITHER SIDE 0 ,111 1111"' 1111 ... 1111 ... .1' ~--··-'11 _!lll_:111= y •:.i -,...--;------- t ,, ~:111~,, -i:11-'111-, -'-'i-:!1 =1111 :Ill illl NOTE: 1. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED. • RECLAIMED WATER AND POTABLE WATER LINE CROSSING NOT TO SCALI! )l Techline purpfe EMITTER TUBlNG, :lll 8LANK Techline TIJBING :.I OR BLANK TIJBING r::I '>I,. Techline TUBlNG ELBOW '::I OR TEE ij FINISH GRAOE ij Techline 314• MALE ADAPTER ~ PVC TEE (Sxsxn ~- ~ 0 illl=l111=i111=1111=1111=1111=1111=i111=1111=1111=1111=1111=1111=, __ ,.,,_ .. , ... , ___ ,,"==-1111=-·"'''-•' ' -,., __ .,., ___ , .. , N TECHLINE START CONNECTION SUBSURFACE NOTTO SCALE ~ PVC LATERAL HEADER OR FOOTER ij EMISSION POINT ij 3" NOTES; 2" GALVANIZED 18" WE ARE CONSERVING OUII MOST VALUABl.£ RESOURCE BY IRRIGATING OUR LANDSCAPE WITH RECYCLED WATER ® RECYO.ED WA TEI AGuA REOUAOA OOOOT DRINK 00 TOME a AGUA --STEELPOST • N ... 1. SIGNS SHALL BE MANUF ACTIJRED OF ALUMINUM SHEET. THICKNESS TO BE 1 8 GAGE MIN. 2. lllE SIGN SHALL INCORPORATE A WHITE BACKGROUND Willi PURPLE LETTERS AND SYMBOLS "DO NOT DRINK" SIGN NOTTO SCALE ;~ Techline purp1e Cl EMITTER TUBIN~ EMISSJON POJNT :~ 4" -{i" FROM PAVING '?I PVC OR POLY PIPING ':;I AND FITTINGS i;i START CCNNECTION, ::;i SEE DETAIL ( =.N_. I \_3~ 'in! DIMENSION PER PLAN (MAINTAIN /'I TRIANGULATE EMITTERS I:] OUTLETS • :1 EXHAUST HEADER ij LINE FLUSHING VALVE WI ("i>') GRAVEL SUMP, SEE DETAIL, 30 ___ 1/ ij • • TECHLINE DRIP TUBING SAMPLE LAYOUT ·:.:J TRAINGULAR SPACING OF EMMITERS :!.!) SOURCE TO HEADER ~ EQUAL DIMENSION • j] fil * 2-23--09 * , --~,-_i. =:·-iuli~'!:~i"fri:~~-./' pTanolnf • • • 2125jell"IN!lon slraal, suila: 15111 carlah11!1. ca 921JOI phOJ'lll; 160.120.9331 fac 760.120.9$05 PLOT DATE: 02/23/09 1 llS·8U!LT _,_ ---- ----------·--·--· ---------- SHEET 30 CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 30 1-----+----+--------------+----+---+---+--t !PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: jTHE FLOWER FIELDS AT CARLSBAD RANCH 15704 PASEO DEL NORTE 1-_ -__ -_-_-__ +----+----------_-_-__ -_-_-__ ~~---_--1-_-_-_-__ -_+-_-___ -_.=-_+-__ ====:====• iCARLSBAO, CA. 92008 :c========-.:.__c__--============: I APP·R~O~O WIL~~E:~ ER l----+---t---------------+---t---t---,f----1 ~Li':;;$'#f1'ffl'.tj~~-4-&-0i 1---+----<-----------------+---+-----,f-----i---1 ~ QTY ENGINEER 28176 EXPIRE 3/31/10 DATE DA TE INITIAL ENGINEER 0: WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlllER M'PROVAL QTY M'PROV>J.. DRAWING NO. 455-8 Vl CJ ~~ ~ G) w O.i:,. s, ~ W' 0 00