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DWG 445-2; MS 04-19A; BRESSI RANCH PLANNING AREA 13; 01-07
Iii I ,, I ,,., .. " ii!/; I" (+_1, j,1 :11 ' Iii 1· I 11 '' ' I :1 :·:' I i11' 'j!I , ,ii' ii\ ' '11 ii , ,,1 :! "I ,:1 ' 'I :jl· 'II 11' 1,,1. 1,il !!l . ,, ' :11 "I! I,·. i,1 . Ill : i' I I ' I , i : :!1 I !I ,, :,; ''11 ' '(! '1! ! ,, :Ii I Ii 1li I' ' i ' ' :11 111 I• ' r, r ;,[ 11 ,I I' Ii ,1 111 ' :I, 11 :i if' Ii Ir II I ' I :! " " ~: I 1: ' ii ']' ,, ,, 'II I, ' I i ·' 1'' ' ' I : I . I ' l PROJECT SITE 5 VICINITY MAP ...___,, NO SCA/£ I KEY MAP LEGEND -----INDICATES PROJECT BOUNDARY -----INDICATES PROP/J?TY UNE --5---INDICATES SEM:R UN€ ---101--/NDICATES SEM:R ACCESSHOU: --II'--IND/CA TES WATER MAIN -------INDICATES PROPOSED EAS£MENT ..... IND/CA TES FIRE HYDRANT c::::J INDICATES 5H[[T LIMITS [l] fa IND/CA TES SHlIT NUMB£:R IND/CA TES ACCESS HO/.£ NUMBER SHEET INDEX SHffT 1 • . . . . . . . , • , . . • nn.£ SHEET, KEY MAP SHffT 2 . . . . . . . . . . . . . . CONSTRUCllON NOTES, /,,.• c,; ~ ~if ..., MEI..ROSE: DR/VF.: . TYPICAL SECllONS AND DETAILS SHffTS J AND 4 . . . . . . . . . . PUBLIC IMPROVEMENT PLAN AND PROFIL£S DRIVEWAY A • SHffT 5 ............ PUBLIC IMPROVEMENT PLAN AND PROFILES PALMETTO DRIVE: •...•....... PUBLIC IMPROVEMENT PLAN AND PROFILES DRIVEWAY B " I SHE£:T 6 SHffT J •...•. , , .. , . PUBLIC IMPROVEMENT PLAN AND PROFIL[ RIGHT nJRN POCKET EL FUERT[ BASIS OF BEARINGS THE BASIS Of BEARINGS IS TH£: CALIFORNIA COORDINATE SYSTEM, NAO BJ, ZON€ 6 AND ll'AS ESTABLISHED BETl'£EN STAllON NO. V-2002 PER R.O,S. 1402J AND STAllON NO. SDGPS-41 ESTABLISHED 8'( TH[ COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROi. BOOK, I.E., N88'54'os·w THE COMBIN£:D SCA/£ FACTOR AT STATION V-2002 IS 0,999944419. GRID DISTANCE=GROUND DISTANCE X COMBINED SCALf FACTOR, ALL MEASURED DISTANCES SHOW7'1 HEREON AR[ GROUND DISTANCES. THE MAPPING ANG!£ AT STAllON V-2002 IS -0:32'51.881' QUOTED BEARINGS FROM REffRENCE MAPS/DffDS MAY OR MAY NOT BE IN TERMS Of SAID S.YSTEM. ,. BENCHMARK DESCRIPTION: BRASS 'DISK IN CONCRETF: IN A STANDARD SURVEY flEl..l. ON ON CENTERLIN€ OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA llQN NO. R1800 28/J+89EC El.EVA noN: 311.407 M. S./.. DA nil.I: --------N.G. V.D. 29 SOURCE OF TOP~HY TOPOGRAPHY SHDW7'1 ON THESE PLANS WAS GENERATED THROUGH SURVEY SHOTS GATH/J?£:D ON OCTOB£R 24. 2006 BY PROJECTDESIGN CONSULTANTS. TOPOGRAPHY SHDW7'1 HEREON CONFORMS TO NA TIDNAL MAP ACCURACY STANDARDS. ASSESSOR'S PARCEL NO. PARCEi. 2 PARCEi. J PARCEL 4 21:J-122-08 21.J-122-09 21:J-122-10 PRELIMINARY SOILS REPORT B~ 1£/GHTON AND ASSOC/A TES, INC. DA TED JULY 2006 IMPORT ANT NOTICE SECnON 4216/',21] Of TH£: GOVERNMENT CODE REQUIRES A DIG ALERT IDENnACA noN NUMBER BE ISSUEO BEFORE A 'PERMIT TO £:XCA VA IE'" ll!tL BE VAUD. FOR YOUR DIG A~RT /.D. NUMBER, CALL UNDERGROUND SERVICE ALERT: TOLL FREc 1-800-422-:-41JJ; TWO WORKING DAYS BEFOR[ YOU DIG. P; \3336\ENGR\_PLANS\IMP _ST_SWR-WTR\33.36_IMP01.cwg,4/18/2007 11: 28: 51 AM .rr111-· ~-'--+~~--------------------- • ~~ ------------ PACIFlc-·RIDGE SCHOOL _ BRESSI RANCH-PLANNING AREA 13 MS 04-19A -PARCELS 2 , 3 AND 4 0,8, 3 LOT 19 I I I I I 11] =--~, -------I L - - - - - - - - - - - --~ .. - - ---.L -- - ---- - - - - - - - - --- - - -J 3 I I - - - - - - -J ~ . \'0 0,8, 4 ' ~ ----LOT 20 ~z KEY MAP SCA/£: 1" ; 100' REFERENCE DRAWINGS SEE' DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENllAL STRE£:T IMPROVEMENT PLANS. SEE DRAWING NO. 400-BA FOR MASS GRADING AND EROSION CONTROi. PLANS. SEE' DRAWING NO. 400-BC FOR BRESSI RANCH RESIDENnAL STORM DRAIN PLANS. SEE DRAWING NO. 400-8£ FOR BRESSI RANCH EL FUERTE IMPRO'-f:MENT PLANS. SEE ORA WING NO. 400-BF FOR BRESSI RANCH EL FUERTE GRADING PLANS. SEE.' DRAWING NO. 400-BK FOR BRESSI RANCH RV STORAGE LOT PLANS. SEE DRAWING NO. 41J-2 FOR BRESSI RANCH PA 12 IMPROVEMENT PLANS, SEE DRAMNG NO. 41J-2A FOR BRESSI RANCH PA 12 GRADING PLANS. SE[ DRAWING NO. 405-88 FOR EL FUERTE RECLAIMED WATER MAIN PLANS. SEE.' DRAMNG NO. 445-2A BRESSI RANCH PA-1J PACIFIC RIDGE SCHOOi. ROUGH GRADING PlANS SEE.' DRAMNG NO. 445-28 BRESSI RANCH PA-1J PACIFIC RIDGE SCHOOi. PRECISE GRADING PLANS Sff DRAMNG NO. 445-2L 445-2M FOR LANDSCAPE .t IRRIGATION OF S/TF: .t HOA SLOPES. UTILITIES WAJ'ER--------------CITY OF CARLSBAD SEM:R--------------CITY Of CARLSBAD STORM DRAIN---------C!fY OF' CARLSBAD GAS AND ELECTRIC------SAN {)/EGO GAS & EL£:CTR/C TELEPHONE-----------SBC TELEPHONE: CAB/£ T. V.-----------ADELPHIA CABLEVISION SCHOOi. ~------------CITY OF CARLSBAD -'DECLARATION OF RESPONSIBLE CHARGE' I HEREBY DECf..AR[ THAT I AM TH£: ENGINEER OF WORK FOR THIS PROJECT, THAT I HA\,£ . EXERCISED RESPONSIB/£ CHARGE 0'-f:R THE DESIGN OF THE PROJECT AS DEFINED IN SECllON 670J OF n-lE BUSIN£:SS AND PROFESSIONS CODE, AND THAT TH£: DESIGN IS CONSISTENT Win-I CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAMNGS AND SPEC/FICAllONS BY THE CITY Of CARLSBAD IS CO/o/ANED TO A REVIEW ONLY AND ODES NOT RELIEVE: ME, AS ENGINEER OF WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN, FIRM: PROJECT DESIGN CONSULTANT$ ----------------ADDRESS: 701 8 STRffT, SUITE 800 CITY, STA TE: SAN DIECO. CALIFORNIA TELEPHONE: (619) 235-6471 • OWNER/DEVELOPER PARCEL. 2 .t J; PRS ACQUISITION AND CONSTRUCTION, LLC. A CAUFORNIA UM/TED UABILITY COMPANY 12750 HIGH BLUFF DR/VF.: S-200 SAN DIECO. CA. 92130 (877) 84J-4424 OFF/Cl£ (858) 793-0157 FAX CONTACT NAME: PHILIP D. HITCH nn.E; PRS ACQUISITION AND CONSTRUCTION, LLC. MANAGER "~'ad#"' ~D. HITCH' DA TE: PARCEL 4; JESUS CHRIST OF LA m:R DAY SAINT$ 50 E. NORTH TEMPLE ST. SALT LAKE CITY, UT B4150 CONTACT NAM[: ROCKY SNIDER Tl n.[: PROJECT MA/I A GER B~+-6~~ ROCKY . DAT[: ~•2.~-~-, .. 1,.• • ' DAVID HAUSER R.C.E. 3308' . ' ' ... WORK TO BE DONE . TH£: IMPRO,fJIENT WORK SHALL BE P/J?FORMED IN ACCORDANCE WITH THE FOLLOWING TH£: llME OF CDNSTRUCllON, AS DIRECTED 8Y TH£: CITY n-lE ENGINffR. I, CARLSBAD MUNIC/P AL CODE 2. CITY Of CARLSBAD STANDARDS l THIS SET OF PLANS DOCUMENTS, CURRENT AT 4. CUP 06-11 APPROVAL DA TED JSN. J, 2007. 5. THE STANDARfJ SPECIF/CA nONS FOR PUBLIC WORKS CONSTRUC.llON (GREEN BOOK) ·, I 8, TH£: SOILS REPORT ll'TLED "AS-GRADED REPORT Of MASS GRADING PLANNING AR£AS PA-IJ, PA-14, AND A PORnON Of PA 1s:sRESSI RANCH, CARLSBAD, CA" PREPARED BY LEIGHTON AND ASSOCIATES DATED SEPTEMBER 17, 2004 AND TH[ . "GEOTHECN/CAL RESPONSE TO CITY Of CARLSBAD REVIEW COMMENTS AND ADDENDUM RECOMMENDATIONS FOR TH£ PROPOSED DEVfLOPMENT OF THE PACIFIC RIDGE PRIVATE SCHOOi.. PARC£!. 2 THROUGH 4• Of BRESSI RANCH PA1J CARLSBAD CALJFORN/A BY LEIGH TON AND ASSOC/A TES DA TED NO'-f:MBER J, 2006. J. 9, '(). 11. THE SAN DIEGO AREA REGIONAL STANDARD DRAMNGS AND AS MAY BE MODIFIED BY TH£: CITY OF CARLSBAD STANDARDS. TH£: CARLSBAD MUNICIPAL WAJ'ER DISTRICT'S STANDARDS AND SPEC/FICATIO/o/S FOR WATER, SEHE'R, AND RECYCLED WATER. ,STORM WATER POLLUnON PREVENnON PLAN (S'M'PP) PREPARED BY PROJECT DESIG/rl CONSULTANTS DA TED SEPT. 5, 2006 WDID NO. 9J7CJ4J791. _ STORM WATER MANAGEMENT PLAN (Sll'MP) PREPARED BY PRO£CTDESJGN CQNSUl,TANTS DA TED JAN. 2007. 12. CAUFORN/A STORMll'A TER QUAUTY ASSOC/A TIDN (CASQA) STORMWA TER BEST MANAGEMENTPRACTICE,CONSTRUCnON HANDBOOK; AND TH£: STATE Of CAUFORNIA DEPARTMENT Of TRANSPORTATION CONSTRUCllON SIT[ BEST MANAGEMENT PRACnCEs (Bl.IP) MANUAL LEGEND 0£SCR/PT10N ST{), SYMBOL CONSTRUCTIO/o/ OF 11• PVC WTR • 11'/ D£F!.ECTION COUPUNG$ .... · ........ · .......... -8" PVC CONSTRUCTION OF 11• STEEL (A~A C200) ....................................... : .. _ II" STEg__ CONSTRUCTION . OF 6' PVC Sn18 W/90' BEND TO FG + BLIND FLANGE · · · · · · · · · · · • · -W -----i CONSTRUCTION Of :t MANUAL ASSEMBLY : ........ · ........... CMHO W6 .. • ...... -M.A.R. --- CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY ..................... CMHO W6 ...... : .. -B.O.. CONSTRUCTION OF 12" GATE VALVE: ASSEMBLY ....... · ...... · .. · CMHO W16-........ -W-½- CONSTRUCTION OF 8" GATF: VALVE: ASSEMBLY· ................. ·CMHO W16 ...... : .. -W-½- CONSTRUCTION Of 12"x12"x8" TEE W/ 71J • ................. ·CMHO W16· · ...... · -W ~ CONSTRUCTION Of 8' BEND AND THRUST BLOCK ASSEMBLY· .. CMHO W15· ...... i. I CONSTRUCTIO/o/ Of ENDCAP AND THRUST BLOCK ASSEMBLY· .. CMHO 11'15· ....... • -W-- CONSTRUCTION Of FIRE HYDRANT ASSEMBLY· .... c ...... • ...... CMHO W12· ...... .. · 8• X 12' REOUCER ..................... , ............ : ............................ : · _.,9..,_-1 F.H, ---1D}--- 2• WATER LATERAL W/ 11/2' MEIE'R. , ............... , ....... CMK!I 11'4 ....... • .. ------1@ 8' PVC SEl',fR, CLASS NOTED ON PLANS ... , .................. CARLSBAD 55 ...... . 11• SW/l -s-- 2• IRRIGAllON LATERAL 11'/ 1-1/2" MEJ'ER .................... CMHO 11'4 ......... 1 .. ------1Q) 1• IRRIGATION LATERAL Win-I J/4" METER ....................... CMHO 11'4.... ...... . Q) SEM:R ACCESSHOLE (PVC LIN£:D), ..... , , ............. ,, ...... CARLSBAD S1A .... , • -s-0- 5• SEM:R LATERAL . .. .. . . .. . .. . .. .. .. . .. . . . .. ........ , .. SDRSD 1J .. .. . . _____ _,@ £:XJSTIN(; SEI\E'R .. , ........ , ...... · ...... , ........ · .... ,, .......... , .. ·.· .... • · .. · .... , • £:XJSTING FIRE HYDRANT ASSEMBL y ................................................ ; • I F.H, EXJSTIN(; 8" PVC WATER · .. · .. · .. · ...... · ............ ·,, .. · .. · .... : .. · .... ·: · .. · .... : ·· ·--...•. f . .f:_vC . EXISTING STORM DRAIN· · · ............ · .. · · .... · · .... · · .. · .. · , · ........ · .... · · · .... · '· · ··-·· ·· -8·· ·· ··- EXISTIN(; CDS· ...... ,· .. · .... ·· .... ··, .... · .... · .... · ...... ··· .. · .. · ..... ·,·, .... ,....... el SA11,t;UT, TRENCH, REMOVE AND RfPLACE AC PAV. .... $ORSO G-24.A ............... l?L72'2'.l 4• ASPHALT PAVING & 6' AIJ . .. .. .. .. .. . .. .. .. . CARLSBAD GS-17 . .. .. .. . .. . fg~~{\)tf')[/! 6" TYPE 't/ CURB .t GUTTER ......................... SDRSD G-2 ................. . 6" CURB ....................................... , ........ SORSD G-1 ................. . 6" AC BERM ................... .-.. . . . .. .. .. .. . .. .. .. . .. . SDRSD G-5 ................ , .. . 4'X6" REDWOOD HEADE/I ......... , .... , ...... , ..... :, ...... ,,,, .......... -, ................ . ' : ' I ' I!. • . ' , • ~ • . PCC SIDEWALK -4 • THICK . .. . . .. .. . . . .. .. .. . .. .. .. .. . SDRSD G-J . .. .. . .. . .. .. .. . . t' ., " ;, • ' ; ,, :d PEDESTRIAN RAMP ... , .. .. .. .. .. .. .. . .. .. .. . . ...... so:: :~1: TYPE A, ... , ... ~ STREET SUR',fY MONUMENT• ............................ SDRSO I.I-ID ............... . ~ REMOVE: EXISTINGPAVEMD/T .............................................. , .. ,,.,, ........ ~l ~ REMO',£ EXISTING CURB .t GUTTER ................................... : .... , ........... . REMOVE £:XISTING AC BERM .............. , ................. ; .......................... .. 21 DRl'-f:WAY .................................. ,SDRSD G-14 ....................... : .. . 20' DRIVEWAY ................... MODIAED GS-20 ( SEE'. DET~/1. SHEET -f-) ........ ' ... ·~d~.;·"·'"•¼ ARC HYDRANT RELOCAnON . ,., .. , ,.,.,,. , ...... , ...... , .. , ................. , .......... ,. H ST. UGHT RELOCAllON ....•.. , ... , .. , ... ,, ,,, , . , ., ..... , ...................... , •. , ...... . METAL BEAM GUARD RAIL · .. · ........ · · .... · · , · • .... ·CAL TRANS All· , , .. · · · .... · · · .. ' .... · Ii i_,i i'V •• AS MODIFIED BY THE CITY Of CARLSBAD QUAN771Y · li31 IF 294 LF 2 CA 4 £,4 6 EA 4 EA 10 EA 2 EA 12 EA , EA 2 EA , EA 4 CA /115 IF 2 CA I EA 9 EA 4 £A 2,020 Sf 50,340 SF 2,79D IF 25 IF 612 lF 320 IF 5,972 SF 4 £A 4 EA J,8Jf SF JJO lF . 155 LF , EA , EA , EA. I EA 25 IF , NOTE: TH[ ABOVE: QUANTITIES AR[ FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANnTIES. · 0 AS BUILT0 s/4-},1 DATE IJ·>:Z• ,1 DA7f: DEPUTY CITY ENGINffR EXPIRES 6/J0/08 , I B~ ·% A ·A ~ -= GREGORY M. SHIELDS R.C.E. NO. 42951 · REGISTRATION EXPIRATION DATE: OJ-Jl-08 -------- ~ . CITY OF CARLSBAD i---,--t---~t----------------+--+---+--+----1 L_J_j ENGINEERING DEPARTMENT I sH7Ts I ofESSto c< M. S,,,1, ~ No. 42951 Exp. 0J-31-0 C/V\\. OF C/11. I~ \ 0 PR.omcrDFSIGNCbNsuLTANTS l'IAWi!NO • llNvllilMIBNlll • .l!NalNllmullJ • SUllVl!flQl'S 70 I B Stree~ Suite 800, San Diego, CA 9210 I 619-235-6471 . FAX 619-234-0349 GREGORY M. SHIEU>S, R.C.~ 42951 D~ll: REl>SlRATION EXPIRE5 03-~Hill 4 .z 7-..s, ' \ DESlllNED 8~ fi.C SURIEY RrnEll: PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 13 PACIFIC RIDGE SCHOOL t----t-----11----------------+--+---+--+----1 APPROVED: DEPUTY f ·f51J pp(.. . DA IB INITIAt ?f ENGINEER OF WORK .,. REVISION DESCRIPTION ---- ------- 071307 . . ,., ' ·, l!I I . Ii , : . 1' ,, " I I GENERAL NO TES ,. J, 8. 7. II. 9. 1/J. 11. 12, 7J, THIS PLAN SUP£RSEDES ALL OTHER PLANS PREVIOUSLY APPROvf:D BY THE crrr Of CARLSBAD REGARDING IMPROVEMENTS SI/OWN ON THIS SET Of PLANS. APPROVAL CF THIS PLAN DD£S NOT LESSEN OR WAIVE ANY PORTION Of THE CARLSBAD MUNICIPAL CODI!, RESOLUTION Of CONDITIONAL APPROVAi., CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LIS7l:D HEREON AS THEY MAY PERTAIN TO 111/S PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCO vfREO, CITY APPROVAL Of PLANS DD£S NOT REI/EVE: THE DEVELOPER OR ENGINfLR-Of-WORK FRO/I RESPONSIBIUTY FOR THE CORRECTION Of ERRORS AND OMISSIONS DISCOVERED DURING CONSmUCTION, ALL PLAN REVISIONS SHALL BE PROMPTLY SUBM/T7l:O TO THE CITY ENGINEER FOR APPROVAL. A RIGHT-Of-WAY P£RMIT FROM 111E CITY ENGINEER "'1LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-Of-WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE Of INSURANCE MUST BE F/1£0 NAMING THE CITY Of CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTfE'S POI.ICY IN THE /,/IN/MUM AMOUNT OF $1,000,000.00 FOR £ACH OCCURRENCE Of LIABILITY. THE INSURANCE COMPANY l'IRfTING THE POUCY MUST HA>£ A RATING Of 'A-• OR BET7l:R ANO A Sil! CA 71:GORY OF ct.ASS V OR BETlffi AS ESTABLISHEO BY "BESTS' K£Y RA TING GU/()£ NO f\lJRK SHALL BE COMMENCED UNTIi. ALL PERMITS HA',£ BE£N OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. R£VISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVE/JEN TS « NOT CONSmucn::o PRIOR TO THE DEADLINE DA TE OF THI! IMPROVfiME:NT AGREEMENT. NO REVISIONS ltll.L BE MADI! TO THES! PLANS WITHOUT TH! WRITT£N APPROVAL Of THI! CITY ENGINITR, NOTf:D WITHIN THE REVISION BLOCK, ON TH! APPROPRIATE SHEET OF 111E PLANS ANO TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THf PROPERTY Of THE CITY UPON BEING SIGNED BY THE Cl TY ENGINfLR, THf ORIGINAL DRAWING SHALL BE REVISED TO REA.ECT AS-BUILT CONDITIONS BY THE ENGINIIR-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE f\lJRK BY THE CITY. ACCESS FOR FIR/! ANO OTHER EMERGENCY \£HIC!£S SHALL BE MAINTAINED TO TH! PROJECT SITE AT ALL TIMES DURING CONSmuGT/ON, WHERE mENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACT/ON CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGIN££R CF TH! STA TE OF CAIJFORNIA, PRINC/P ALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT W BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR l+ITHIN TWO WORKING DAYS Of COMPLETION OF Fl£LD JESTS. THE WRIT7l:H F1£LD COMPACT/ON REPORT(S) SHALL BE IMMEDIATa.Y SUB/Jlr7ED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE Fl£LD JESTS. A PRE CONSmUCT/ON MEET/NG SHALL BE H£LD AT THE SITE PRIOR TO 111E BEGINNING OF WORK ANO SHALL BE AT7l:NDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONsmuCT/ON, IHSPECT/OH, SUPERVISION, JESTING AND ALL OTHER ASPECTS OF 1111! WORK. 111f CONmACTOR SHALL SCHEDULE THE MEETING BY CALLING (4J8-J891) AT LEAST A\£(5) f\lJRKING DAYS PRIOR TO START/NI) CONSmUCTION. APPR0\£0 DRAWlNGS MUST BE _AVAILABI.£ PRIOR TO SCHEDULING. SEWER NOTES i 1, ALL SEl'CR MAIN AHO APPURJENANCES SHALL Bl! CONSmUCTEO IN ACCORDANCE WITH 111E CITY OF CARLSBAD ENGINEERING STANDARDS 2004, AND TH£ STANDARD SPECIFICATIONS; MARCH 1993, AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSmUCTION, LA JEST EDITION (GREEN BOOK). 2, TIii! CONTRACTOR SHALL OBTAIN AN F:XCAVAT/ON PERMIT FROM 111E DIVISION OF INOUSmlAL SAFETY BEFORI! ANY £XCA VAT/ON AND SHALL ADHER! TO ALL PROVISIONS OF 111f STA TE' CONSTRUCTION SAFETY ORD£RS. ! I J, BEFORE ANY CONNECT/ON TO THf /)/Sm1crs EXIST/NG Sl'SID4 A PERMIT SHALL BE OBTA/N£0 FROM 1111! DISm/CT. IT MUST BE SIGNED ANO APPROVED BY 11/f DISTRJcrs ENGIN££R ANO SUPERIN7l:NOENT. i I 4. BEFORI! CONSmuGT/ON BEGINS IN AHY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED, i 5. THI! CONmACTOR SHALL NOT/FY THE CITY OF CARLSBAD ENGIN££RING INSPECT/ON 48 HOURS PRIOR TO THE BEGINNING OF CONSmUCT/ON -T£LEPHONE NIJ. (760)4J8-J891. WATER NOTES i ,. WA 7ER MAIH ANO APPURJENANCES SHALL BE CONSTRUC7l:O IN ACCORDANCE Wl111 THE CITY OF CARLSBAD ENGIN££RING STANDARDS 2004, OR LA 71:ST REVISION, 2, 1111! CONmACTOR SHALL OBTAIN AN EXCA VAT/ON PERMIT FROM 1111! DIVISION OF INDUSmlAL SAFETY BEFORE ANY F:XCAVAT/ON AND PROVIDE PROOF OF OSHA NOTIFICATIONS ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSmUCT/ON SAFETY ORDERS. ' J; BF:FORE ANY CONNECT/ON OR SHUT DOWN OF VALVES ON £XISTING C.M. W.O, LINES, A PERMIT SHALL BE: OBTAINED FROM TH£ C.M.W.O. OFFICE ANO MUST 8£ SIGNED ANO APPRO\£D Br 01sm1cT ENGINEER ANO DISmlCT SUPER IN TE'ND£HT. .,_ A PRE CONSmUCTION CONFERENCE MEET/NG SHALL BE HELO A MINIMUM OF' 7 DAYS BF:FOR! CONS- TRUCT/OH BEGINS. 111E CONTRACTOR SHALL NOTIFY 111E CITY OF CARLSBAD ENGINEERING INSPECT/ON DEPARTMENT (760) 4J8-J891 FOR SCHEDULING. : ' .'J. NO TRfES OR STRUCTURES SHALL BE ALLOl'CO IN 1111! WA i'ER UNI! £:ASEMENT. ALL EXIST/NG mEES ANO smucTURES SHALL BE REMOvf:O PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WR/TlfN PERMISSION FROM 111E DISmlCT £NG/N££R, 6. 1111! EXACT HORIZONTAL AND \£RT/CAL ALIGNMENT AND TYPf Of MA i'ERIALS OF THE FIR£ LINE LOCATED BfT\lffN THf D£7ECTOR CHECK VAL\£ ANO BUILDING SHALL Bl! DE7l:RMIN£0 BY 1111! CITY OF CARLSBAD FIRf MARSHAL. . 7, ALL RECLAIMED WA 7ER MA/HS ANO APPURJENANCES SHALL BE CONSmUCJEO IN ACCORDANCE Wl111 THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004 OR AS AMENDED, 8, ALL BURIED COPPER PIPING ANO APPURJENANCES SHALL BE: PR07EC7ED BY M£ANS OF CA11100/C PROJECT/ON. IF OCVEJ.OPER/OWNER CONDUCTS A SOILS Tf:ST REPORT AND DEMONST/?A JES 111A T PR07l:CTION CAH Bf PF:RFORMED IN AN0111ER MANNER, TH€ DISTRICT ENGINEER "'1LL CONS/OCR AN AL /ERNA T€ FORM OF' PROJECTION, SPECIAL NOTES 111E FOi.LOWiNG NOJES ARE PROVIOEQ TO GIVE DIRECT/OHS TO THE CONmACTOR er THf ENGINEER OF WORK, 111E CITY ENGINEERS SIGNA TUR£ ON THESE PLANS DD£S NOT CONSTITUTE APPROVAL OF ANY Of THESE NOJES ANO THI! CITY WILL NOT BE RrSPONSIBLE FOR THEIR F:NFORCEMF:Nf. 1, 1111! LOCATION OF EXIST/NG UTILITIES ARE BASED ON A VAIi.ABLE RrCORO INFORMA T/ON, CONmAcTOR SHALL VERIFY 111f LOCA T/ON AND El.EVA TION OF ALL EXISTING FACILITIES (ABOvf:GROUNO ANO UNDERGROUND) WITHIN 1111! PROJECT SIT£. 111/S WORK SHAU. BE PERFORMED sumCIENTL Y NIEAD Of CONSTRUCT/ON TO PERMIT REVISIONS TO 111£ CONSmUCT/OH PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE: IN CONFUCT l'IITH 111E PROPOSED WORK. CONT/?ACTOR SHALL NOTIFY ENGINEER OF WORK OF' ANY CONFLICTS OR ANY OTHER UT/UT/ES ENCOUNJERED PRIOR TO PROC££OING WITH CONSmUCTION, 2. CONmACTOR SI/ALL TAKf PRECAUJIONARY MEASURES TO PROJECT 11/E UTILITY LINES SHOWN ANO AHY OTHER LINES NOT OF RECORD OR NOT SHOWN ON 111ESE PLANS. ANY PAVEMENT OR OTHER EXIST/NG SURFACE IMPROVEMENTS DAMAGED BY CONmACTOR SHALL 8£ REPLACED AS REQUIRED Br' THE CITY OF CARLSBAD ENGINEERING D£PARTMENT. J, SAFETY PRECAUTIONS AND ADEQUATE' BARRICADING TO BE IN FORCE BY THE CONT/?ACTOR AT ALL TIMES. N£/111ER 11/E OWNER NOR 111E ENGINEER OF WORK l'IILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL Bf SOI.a Y RESPONSI/JL£ FOR CONFORMING TO ALL LOCAi., STA TE AND F£D£RAL SAFETY ANO HEAL TH STANDARDS, I.A WS ANO REGULA T/ONS. 4, ALL LEHG111S ANO DISTANCES FOR IMPROVEMENTS SHOWN ON 111ES! PLANS AR! MEASURrO IN A HORIZONTAL PLAN£. . 5. 111E DISPOSAL OF ANY ASBESTOS CEMENT PIPE: SHALL BE IH COMPLIANCE 11'/TH ALL CURRENT LOCA4 STA TE ANO FED£RAL REGULA TIO~S. 8. 111E WORK TO BE DONE: SECTION ON THIS SHEET LISTS THE STANDARD SPECIF/CA T/ONS AHO DRAWlNGS USED OUR/NG TH£ IMPRO\£MENT PLAN/ GRADING PLAN D£SIGN. 111ESE PLANS HA VE BE£N PREPARED IN ACCORDANCE l+ITH THE CURRENT EDITIONS Of THE STANDARDSPEC/FICA T/ONS ANO ORA WlNGS IN EFFECT ON 111£ DA 7E OF THE SIGNATURE: BY Tl/£ ENGIN££R OF WORK. ' PROPOSED 4' S/OEWALJ< , 4' 6" TYP,-'-'- J4' JO' GUE: 15' 15' FG O CL PER Pl.AH GUE STRUCTURAL ScCT/ON PER ,._ __ CITY OF CARLSBAD STANDARO SPECIF/CA T/ONS MIN. 4• AC/4' A/J -6' HEADER VARIES "' 1' /JJH, SfE PLAN -----~ 6' MIN, UND£RCUT PER WA 1IR .IUIE'R (C-900) . SOILS ENGINEER'S RECOMMENDA T/ON FROM STA. 3+12.28 TO 3+55.97 SIDEWALK ENDS AT STA. 3+48.65 VARIES O' TO J' GUE JO' GUI!: VARIES zr ro JO' 15' VARIES 12' ro 15' 6• TYPE 'G' CURIJ .t: GUT1ER TYP. l! STRUCTURAL SECT/OH PER CITY OF CARLSBAD STANDARD SPECIF/CA TIDNS A----M/N. 4• AC/4' A/J 6' HEAD£R UNDERCUT PER SOILS ENGII/IIR's RECOMMENDATION FROM STA. 3+55.97 TO STA, 4+05.08 GU£ JO' GUI! VARIES 24' TO 27' G VARIES J' TO 6' VARIES 12' TO 15' 12' 6" AC BERM PfR SORSO G-~ FG O CL PER Pl.A 1~-+-STRUCTURAL S£CTION PER CITY OF CARLSBAD STANDARD SPECS. ' 2: UNDERCUT PER SOILS ENGII/IIR'S R<COMM£NDA TION WA1IR 5/;Y,£/l (C-900) "' 1' 1' srORM DRAIH MIN, 4• AC/4' A/J ,=m~~2;1 MAX 6' HEAD£R FROM STA. 4+05.08 TO STA. 7+48.64 SECTION llf0111 VARIES FRO#I STA. 4+05.08 10 4+74.52; THEN FRO/I STA. 4+ 74.52 TO STA. 7f48.64 BE:COMES 24~ R/W 4.5' 10' J1' 5.5' fX.F/Rf: HYDRANT AS SHOMI ON Pl.ANS 89' SE!t£R 42' J7' R/W 5' --6" TrPr •c,• CURB ct Gt/T7fJl PUBLIC EX/ST1NG EL RJERTe smEET PER Olia No. 400-8£ TYPICAL SECTION NOr ro SCALE GUE EX/SllNG IMPROVEMENTS_,__ PER 011& 400-BK :I~ PROPOSED il 4' SIOEWALJ< 6' TYP, 15' 30' 15' £!11ST. 6' TYPE •c;• CUR/J .t: GUTTER EX/ST1NG PRNA TE DRNEWAY A FROM £L FUERTE R/'N: STA. 1-1-00.00 TO STA. Jf12.28 NEW SIOCWALK TYPICAL SECTION NOT ro SCALE RI.If R/W ~ U) 60' ~ JO' JO' -.: 1J' lo 17' ,r 1J' <:i S' 7.5' 10' 10' 7.5' S' TRA~ ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSmUCT/ON MEET/NG 'NILL BE MADE BY CALLING THI! ENGINEERING 24-HOUR INSPECT/ON REQUEST UNI! AT (760) 4Jll-3891.INSPECT/ON REQUfSTS MUST BE RECEIVED PRIOR TO 2: 00 P,M, ON 111E DAY BEFOR€ THI! INSPECT/ON IS NEEDED. INSPECTIONS WILL Bf MADE THE NEXT WORK DAY UNLESS YOU REQUEST 0111ERWISE, REQUESTS MAOE' AfT[R 2: 00 P.M, W Bf SCH£DULEO FOR T\tO FULL WORK DA )S I.A /ER. . CMl+D CONSTRUCTION NOTES i GUE GUE 14. 15. 16, 111E OWNER AND/OR APPLICANT 111ROUGH THE D£VEI.OPER AND/OR CONTRACTOR SHALL D£SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOI.a r' RESPONSI/JLE FOR CONFORMING TO ALL LOCAi., STA 7E' ANO mJ£RAL SAFETY ANO HEALTH STANDARDS; LAH-SANO REGULATIONS. THE CONmACTOR SHALL CONFORM TO LABOR COOE' SECTION 6705 BY SUBMlmNG A D£TAI/. PLAN TO THI! CITY ENGINEER ANO/OR CONC£RNEO AGENCY SHOWING THE DESIGN OF SHORING, BRACING SI.OPING OR OTHER PROVISIONS TO Bf MAD£ OF WORKER PROJECT/ON. FROM THE HAZARD OF CA v1NG GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR OUR/NG THI! PIPE INSTALLATION 111CREIN. THIS PLAH MUST Bf PREPARED FOR ALL mENCHES FIVE FfET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AG£NCY PRIOR TO EXCAVA T/ON, ""1JIF THf PLAN VARIES FROM THI! SHORING SYSTEM STANDARDS ESTABLISHED BY 111f CONSmUCT/ON SAFETY ORDERS, TIT/.£ II CALIFORNIA ADMINISmAT/VE CODE, THI! PLAN SHALL Bl! PREPARrD BY A REG/SIERED ENGINEER AT THE CONmACTORS £XPENSE. A COPY OF 111E OSHA CXCAVA T/ON PERMIT MUST BE SU8M/T7l:D TO THE INSPECTOR PRIOR TO EXCA VAT/ON. IF ANY ARCHAEOLOGICAL RESOURCE$ ARE DISCO\£REO 1+11IIIN ANY WORK ZONE OUR/NG CONSTRUCT/ON, OPERA T/ONS 'NILL CEASE IMMEOIA 7EL Y, AND THE PERMITTff WILL NOTIFY 111E CITY ENGIN££R, OPERATIONS W NOT RESTART UNTIi. 11/E PERMITTfE HAS RECEl\£0 l'rR/TlfN AUTHORITY FROM THE CITY ENG/NfLR TO DO SO, 17. ALL OPERATIONS CONDUC7l:D ON 11/f SITE OR ADJACENT 111ERETO, INCLUDING WARMING UP, RfJ'AIR. ARRIVAi., DEPARTURE OR OPERATION OF muCKS, EARTH MOVING EQUIPMENT, CONSmUCTION EQUIPMENT AND ANY OTHER ASSOC/A JED GRADING EQU/PMEHT SHAU Bl! UM/TEO TO THE P£RIOO BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING 0/? GRADING OPERATIONS SHALL Bf CONDUCTED ON flITKENDS OR HOLIDAYS. (A UST OF CITY HOUDAYS IS AVAILABLf AT THE (NG/NEERING DEPARTMENT COUHJER.) 18. ALL Ofl"-SIT€ HAUi. ROUTES SHALL BE SUBMIT7l:D BY THE CONmACTOR TO 111E CITY ENGINEER FOR APPROVAL T\tO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 111£ CONmACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGf: OCCURRING ALONG 1111! HAUL ROUTE OR ADJACENT smEETS AS A RESULT OF' THE GRADING OPERA T/ON. 19, NO Bl.AST/NG SHALL 8E COMMENC/1) l'IITHOUT A CITY ENGINEER APPROVl:D BLASTING PROGRAM. 2/J. THf £XISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACIUT/ES SHOWN ON THE CONSTRUCTION PLANS ~E OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. AT7l:NTION IS CALLEO TO THE POSSIBLE EXIS7l:NCE OF 0111ER UTILITY FACILITIES OR smucTURrS HOT SHOWN OR IN A LOCATION DIFFERENT FROM 111AT SHOWN ON 111E: PLANS. 11/f CONT/?ACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROJECT 111f UTILITIES SHOWN ON THE PLAHS ANO ANY OTHER EXIST/NG FACILITIES OR smucTURES NOT SI/OWN. 21. THf CONTRACTOR SHALL \f:R/FY THI! LOCA T/ON OF ALL EXISTING FAC/UT/£5 (ABO\£GROUNO ANO UND£RGROUND) W/111/N 1111! PRO.£CT SITE SUFFICIENTLY NIEAD OF 111E CONSmUCT/ON TO PERMIT 111E REVISIONS OF THI! CONSmUCT/ON PLANS IF IT IS FOUND THAT 1111! ACTUAL LOCA T/ONS ARE: IN CONFLICT WITH 111E PROPOSED WORK. 22, 111E CONmACTOR SHALL NOTIFY AfITCJEO UTILITY COMPANIES (SE/! BUOW} AT LEAST T\tO FULL WORKING DA )S PRIOR TO START/NG CONSTRUCTION NEAR 111EIR FACILITIES ANO SHALL COORDINA 7£ WORK l+ITH A COMPANY R£PRESENTA T/VE. UNDERGROUND SERVICE ALERT (800) 422-41JJ SCIGJeE ~800} 660-7343 AT.t:T 800) 892-0123 TIME WARNER ( 60) 438-7741 CITY OF CARLSBAD (STRfETS ANO STORM DRAIN) (760) 434-298() 'CITY OF CARLSBAD (SEKE'R,WA1E'R .t: RrCJ.AIMEb WA1E'R) (760) 438-2722 'LfUCAO/A WASJEWA 7ER DISTRICT (160} 753-0155 'VALLECITOS WA 7ER DISmlCT (_760} 744-046() *OUvf:NHAIN WA 71:R DISmlCT (760) 753-6466 • AS APPROPRIATE P: \3336\ENGR\_PLANS\IMP _ST_SWR-WTR\3336_ MP02.dwg,4/26/2007 5: 42: 14 PM 1. ALL POTABLE WA IE"R ANO RECYCLED WA i'ER SERVICES SHALL Bf t• ANO ALL M£7ERS SHALL Bf 5/8' (UNLESS 0111ERWISE NOTED ON PLANS), i 2, ALL WA/ER M£7l:R BOX£S SHALL BE 17'xJo•x12• POLYMER CONCRETF: AS MANUFACTURED BY ARMORCAST OR EQUAL. I J; MINIMUM SPACING BETIIITN POTABLE WATER LA1E'RALS AND SEl'CR SERVICES SHAU BE: 10 FEET. 4. 11/f TOP OF' WATER MF:i'ER BOXES SHALL Bf fl.USH l'IITH 111E FINISHED SURFACE GRADf. 5, CONSTRUCTION OF WAJER MAINS AHO RECYCLED WAJER MAINS SHAL4 ADHERf TO TIii! "CR/71:RIA FOR 111£ SEPARATION OF WA i'ER MAINS AND SANITARY SEl'CRS" PUBLISHED BY 111E STA 7E Of CAUFORNIA ·s DEP ART/,IEN T OF HF:AL TH SERVICES. ,..: ofESSto ~ M: Sv1. "' ' -c.o No. 42951 i ~ Exp. OJ-31-0B Cly\\. ~ Cf>..\.I~ !, 'I ! STRUCTURAi. SECTION PER CITY OF CARLSBAD STANDARD SPECS. MIH. 4• .AC/4' AB 6' AC BERM PER SDRSO G-5 12' WA/ER JO' GUE: 28' 12' FG Oct PER P(AH • 'MIH, l(i~) .r I r VARIES ' STORM DRAJH 4' 2' Sllft' --4• S/0£WALJ< 6• TYPE •c• CUR/J ct GUT1ER UNDERCUT PER SOILS ENGINEER'S RECOMMENDA 710N FROM STA 7+48.64 TO STA. 9f40.46 NO SIOCWALK FRO#I 7+48.64 TO 8+.f.J.06 AC 8£Rltl ()£WA TES FROM TYP. SECTION FROM STA. 9+05.64; SE/! Pf.AN GUE 2' STRUCTURAL S£CT/ON P£R CtrY IJf CNILSDA/l __,__,__ STANDARD SPECIF/CA TIO/I MIN, 4-• AC/+• A8 UNl)£RCUT PER SOILS ENGINEER'S RECOMMENDATION 12' "' 1' 30' GUE 28' 12' FG O CL Pl,AN 6..--- MIN. ... GUI!: 2: 1 1/A}C; 6" TYPE •,;• CURB ct GUTTER SO ENDS AT STA. 10+61.BJ FROM STA. 9f40.46 TO 13+09.55 AND FROM STA. 13+85.71 TO 15+1793 PROPOSED PRNA Te DRIVEWAY A TYPICAL SECT10NS TYPICAL S[CTIONS Nor TO SCAL/i T/=5.0 DESIGN SPffO 20 MPH ift PER Al'PROV(() VARIANCE FROM STANDARDS DATED ffB. 7,' 2007. . . ,, , .. ,_, ', P.C.C. SIDE FIRE HYDRANT AS SHOMI OH P(ANS (TYP.) 10' STORM SfllfR WA 7rR DRAIN (C-900) 1 ' EX/ST1NG PALMEI JO DRIVE PER OHO. No. 413-2 PROPOSED Cl/I. DI! SAC SIMILAR; SEE PLA/'IS 11 • 5. 0 Min, AC 4• Min, AB 4• TYPICAL SEC710N NOT TO SCALE '' AS BUILT" :~E OBY: N :__Id~. fN CTOR · ~ 11-,z..,1 DATE l---:-l--+------------1----1---+---l---l ~I S=H2E=E=T :'_':I =C=l=TY=O:::::F::::::::::::C:::::A:::::R:::::L:::::S:::::B:::::A=D===c.=I =SH=E7E=TS I ~ ENGINEERING DEPARTMENT 0 PROJECTDFSIGN CONSULTANTS .PIANNING • ~ • lll«iNIIBRINO • 8VKVl!fJOl'II 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 tllEGORY M. 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CURB DATA (PUBLIC NO. DELTA OR BRG. RADIUS{ft, L£NGTll(ft) R[MARKS NO. DELTA OR BRG. RADIUS(ft L£NGTll(ft R[MARKS r NIJ'41'02"E -----24.81 r N1J'41'02"E -----52.70 6" TYPE ·G CctG 2 81'32'07" 50.0000 7US 2 B1·32•or 37.oooo 52.6S • J N84.46'51"W -----5080 J N84 '46 '51 "W 86., 66 • 4 207'31'J2" 35.0000 126.77 • s NS7'15'19"W 28., 1J • ~ 109'0J'J9" JB,0000 72.JJ • 1 N1J'41'D2"£ 3.57 WATER DATA NO. DEi.. TA OR BRG. AD/US( ft, LENGTH( ft RrMARKS SE'M:R DA TA PUBLIC ~ NIJ'4102"E: -----SB.BS 8" PVC (CLASS 150) * ~ N84'46 51 W -----11/J. ,2 • * NO. DELTA OR BRG. RADIUS(ft L£NGTll(ft , N1J'4102"E -----91. II REMARKS 8" PVC C 900 *HGL PR[SSURf ZONE 375 2 N84.46'51"W 111.21 8" PVC C 900 "AS BUILT" f'sHm7 CITY Olf CARLSBAD 1-----l---1------------------t---t------t---r-, L..1_j ENGINEERING DEPARTMENT 1----+---+---------------ii--r--r---ir-, PLANS FOR lHE IMPRO~.£IT OF: PRomcrDFSIGN CONSULTANTS ~~RANCH PL..Af,IJl'IQ AREA 13 PALM~TTO DR/Ve I sH7rs I P1ANN1NO t .llNl'IIDGll!Nr • El«INll!laNo • SUIMlf lOII! 701 B Stteet, Suire xoo, San Diego, CA 92101 619•235·M71 fAX hl9•234·034~ APPROVED: ~,,,_f _4t ~ DEPUTY ~;NEER DAVID A. HAUSER PE 330B1 EXP. 5/30/08 DAlE ""iM"'"="""•• ._,ss,il;;;ElD5,""R".C."E-~•;;;29;;;51r---DA;;.,.1[-.,ot'i>lllSs,1RARA'iiimil:t111DESi<scGNiilED:i>7-PiP11iTslsu~Rl'EY'itrl kq~-t5=--()="/-+FP0==--+,4'""s;""-""'13"'lJ-;-;IC,.,T.------------,----t----t---"t""---r--, ~D~WN~B~Y:;·, :::;;;E.,~/;::n~,:;";==~P~Rt;;O~JE~C;T~N;;O:=. ::::::,.;::.-=,=iO:;;;R~A;;;Wl;;;N-:-C~-:-N.;;;O:=.-=-=;, "''IRES *lHlB BY: R£OE'lt RE•E'lt TE INITIAL DA TE INITIAL DA TE INl11AL I Jl2 ~ --t--z1-r, E..C. It'-". ~:iNEER<fw:iRK REVISION DESCRIPTION oTHERAPPRovAL c1TYAPPROVAL ~~~~ ;., MS ,04-19A 445-2 ~~ - J.,N. JJJ6. 00 071307 052108 I ) ! • ' ,, '" ' : : I ' ' ' ' ' ,1 ' ! : ,: : ;, ' : ! . 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PLAN: RIGHT TURN POCKET SCALE: 1" ~ 40' ,P \3336\ENGR\_PLANS\IMP _ST _SWR-WTR\3336_1MP0.7.dwg,4/26/2007 6: 34: 07 PM I 619·235·6471 FAX 619-234•0349 ..... .--c~•~~r.,~ ..,. ;;;""°""""""""°'...,_,,-,,..,---;;.c;.-;;rn,;io,'i;;.r---ilD1'"'"1'in-Pil,siiiiYEY7 l-:,--..:-=.l--,,;c;;;-f-.. -..,...;-------------T--r--r---,---, ::_D~A~l/l::D.;:.:;-A.:::_:::H~A,;,U:=SE~nR~:;_,:::;P~E~3,=:3_0:::B~1;:.:,i·E:;.YJ';;.~e;:,/~•3_0'L'~:'.:0,8'.;°-;:=~•;uA;TE:;::;;;:::::::; ,-GREGORY M. SHIEU)S, R.C.E. 42~, OAlE RE~SlRA]l)ft l>ESlllNED I'll SURIO 1-20-()r fl)C, ,4,r-B/.IILT 'Dl'IN BY: EC , RF PR¢ECT NO. DRA\\1NG NO. EXPIRES OJ-J1-oe e~ RE,1Elll RE,1Elll DATE INITIAL DATE INITIAL DATE INITIAL HKD BY: 2 A...:A .If· t. 7--1 tf c.. ~.w. ENGINEER OF "M>RK REVISION DESCRIPTION 01HER APPROVAL aTY APPROVAL 2vwo B-i: ,_,,, MS 4-19A 445- · J.N. JJJ6, 00 / \ \ ) 071307 )