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HomeMy WebLinkAboutR_5773_S~ z (!) z ~ ([ D -~ I~ :::i V\ z (!) z ~ 0: D ([ w CD :?: :::i z ~ t;- \ s 0 , z 0 0 z ~ la " " 0 w ~ 0 " " 0 0 w " " D J D :i: z s ~ i " D ~ " cl w z ~ > g; m ' 0 " ~ z , 0 0 z ~ la " 0 w " 0 " " 0 0 w " " □ J 0 :i: z s ~ 1flx1F2 LI LI UL.:.:::J ~fl Wln.) C=:7 ts 'CJ L:::::I □ ~ ~Q~©~dLif1~ [:22fn) □ u C::::'.7 Li LilJ~lO\\//~r~)~Utf\1 ~ LJ \J LJ V L.:::::::J Ll Ll \2::::'.J LJ LJ LJ I I I I GENERAL ~~OTES: ~~~fQ9 @) n @ (n'>, [:ill L,~ \.\!! Ls' v ~'I fD)O@~D\J c;::J, U lSo D ~ [g)t_ru [TD.IUJ□ I I I 7 6 5 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT EDff/ON OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS ANO THE CURRENT W.A.T.C.H. MANUAL, CALTRANS STANDARD SPECIFICATIONS {1992) AND THE WORK AREA TRAFFIC CONTROL HANDBOOK OF THt. MOST RECENT DAT£. TRAFFIC NOTES: 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE INSPEC-' T!ONS ~949i 724-6500 AND THE C!TY or IRVINE TP.P-.FF!C OPERA-_ TIONS \949) 724-7649, AT LEAST nvo WORKING DAYS (48 HOURS) PRIOR TO $TARTING CONSTRUCTION. 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, RAISED PAVEMENT MARKERS ANO LOOP DETECTORS SHALL BE PER CAL TRANS Si ANDARD PLANS AND STANDARD SPECIFICATIONS DA TED JULY, 1992. 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFAC!NG OF STREETS. THE lNSTALlAT!ON OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. • 2. 3. 4. PAINTING PROCEDURES FOR STRIPING ANO MARKINGS SHALL BE PER ,._-,. A LH, a,....._ ,-,...,-,-,.,,-,,-,. ..... ,,.._,.,,-,-,.._,.., ,-,, ,...,, ,,-,. ,.,,-,..-..,,.,-,.._,-,.,.,,-....... , ,,.._ ... ,,.._,., ;::, 11-\l'IUAl"i.U ;::,,'[.\.,Ir 11,,,r'I IIVl'II:) r ur. t'UDLI\.. YYUr.t ..... ;::, \.-Vl'll,J l ~U\; 1 lUl'II (APWA/AGC). REFLECTORIZE ALL STRIPING ANO PAVEMENT LEGENDS. PAVEMENT LEGENDS AND MARKINGS SHALL MATCH CITY OF IRVINE STENCIL SIZES SHAPES. TRAFFIC STRIPING ANO PAVEMENT LEGENDS SHALL BE APPLIED IN TWO ""'" Ml'IU 4. ANY EXISTING f'AVEMENT DISTURBED ilY -THE CONSTRi.iCJION Oi'~- UNDERGROUNO INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED SY THE CITY OF IRVINE. COA Ts.-----THE -SECOND COAT SH-AtL· SE-APPLIED ·-Two-WEEKS AFTER· -THE- 5. 6. 7. 8. 9. IT SHALL BE THE CONTRACTOR'S RESPONSl81l.lTY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SH.A.LL S.A.WCUT, REMOVE A.ND REPLACE THOSE IMPROVEMENTS !N ACCORDANCE WITH THE CiTY OF IRVINE STANDARD DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED ANO TO STAMP THE CURB WiTH AN "';{' ABOVE THE NEW LATERAL. INDIVIDUAL SEWER ANO WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBiLITY TO LOCATE ANO STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPROPRIATE LETTER: "E" FOR EDISON, "T' FOR TELEPHONE, ETC., WHEREVER UNDERGROUND FACILITIES CROSS A STREET. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UMDERGROUND FAC!L!T!ES (ELECTR!CAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATtON TO LOCATE EXISTING UTILITIES. 11. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN, PIPE, MANHOLES, SIDEWALK, ETC.) SHALL B£ EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEME.NT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE CONTENT TESTS AS APPROVED SY THE ClTY Of lRVlNE, FLY ASH ADDITIVES AND/OR SUBSTITUTES SHALL NOT BE PERMITTED. 12. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 13. ARROW BOARDS SHALL BE USED FOR EACH LANE CLOSURE ON ARTERIAL STREETS. 14. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB ANO GUTTER. SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. ALL WORK WITHIN STATE RIGHT OF WAY AND TRAFFIC SIGNAL WORK SHALL CONFORM TO CURRENT CALTRANS STANDARD SPECIFICATION. 16. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT EDITlON OF THE UNIFORM BUILDING CODE AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU 17. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ANO DIMENSIONS BEFORE STARTING WORK. SHOIJLD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 18. IT SHALL BE THE RESPONSIBILITY 0 ALL PIPES WALLS, ETC. ARE ADEQUA 19. ALL WORK SHALL CONFORM TO T RESPECTS ANO SHALL BE SUBJEC DEFINITIONS: A.R.H.M. = ASPHALT RUBBER HOT MIX S.J.T.C. = SAN JAOQUIN TRANSPORTATION CORRIDOR FIRST COAT. 5. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY TRAFFIC 6. 7. ENGINEER PRIOR TO FINAL lNSTALLATION, MINIMUM OF ONE WEEK NOTICE REQUIRED BY THE CITY TRAFFIC ENGINEER FOR APPROVAL OF STRIPING. PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES. INSTALL BLUE RAISED PAVEMENT MARKER ADJACENT TO FIRE HYDRANTS. I SYMBOL: I (200.00) I 200.00 I 0 I 0 0 I e I '°' D I I so I I T I E w RW s I Lr-Gr-II. I I"\ C. C.l'IU EXPLANATION EXISTING ELEVATION DESIGN ELEVATION MANHOLE CLEANOUT OR VALVE VAULT OR PULLBOX METER FIRE HYDRANT SURVEY t-..,1QNUMENT STORM DRAIN TELEPHONE ELECTRICAL r"'lf"HAC"C::-Tlf"' 0/JI. TC"D lJ'-1'~''--' ............. ''-" RECLAIMED WATER SEWER Ir I ----RiGHT OF WAY OR PROPERTY LINE FLOW LINE/SWALE TOP OF SLOPE OR LIMITS OF GRAOING/DAYUGHT TOE OF SLOPE OR LIMITS OF GRADING/DAYLIGHT PERMIT LIMITS WALL CURB & GUTTER ASPHALT CONCRETE OiKE PLANTING LIMITS EXIST. GUARDRAIL •u....-.-,u"u,--,u....-u,..,.-•u,--,u.-PROP. GU ARORAIL □ D D D □ D □ ~---~--~ PROP. CONC. K-RAIL -x--x---x-FENCE ~ CUT /FILL TRANSITION REMEDIAL GRADING LIMITS BENCHM.t..RK: !N THE SOUTHE,ti.ST PART OF THE !NTERSECT!OM OF MACARTHUR 1 BLVD. ANO FAIRCHILD RO., AT THE BEGINING OF THE SOUTHERLY CURB ON I FAIRCHILD RD., ABOUT 32 FEET FROM THE CENTERLINE OF FAIRCHILD RD., CONSTRUCTION /\CCESS L!M!TS ELEV. = 24.61 I BASiS OF BEARINGS: THE BASIS OF BEARING HEREON iS BASED ON THE TANGENT ~~~:'?~ 9~ .. ~~.NTERUNE OF MACARTHUR BLVD. ANO SAN JOAQUIN RD. BEING I l'IL~ 10 lL 'iV I T 0-----0 O>---Q: SLOPE EASEMENT SIGN GATE POWER _POLE STREET LIGHT @~~~~ ©~cB@~ I I I I I I '7 '7 IIMNE BLVD. liKYAN AV(. TRABUCO RO. BARRANCA BONITA LOC,A,Tl O f\J 1\/lAP IYII \I UTILITY COMPANIES UT!L[TY\0\"/NER PHONE NO. [Il IRVlNE RANCH \VA TER DISTRICT (WATER & SE'v"v'ER) (714) 453-5611 (714) 666-5688 [2] PACIFIC BELL (TELEPHONE) l3DISOUTHERN CALIFORNIA EDISON (ELEC.-DISTRIBUTION) (949) 458-4414 GlI]SOLITHERN CALIFORNIA EDISON (ELEC.-TRANSMISSIONX714) 934-0845 @I METROPOLITAN WATER DISTRICT (WATER) (213) 217-6679 lSDlsouTHERN CALIFORNIA GAS co. (GAS-DiSTRIBUTlON) (7i4) 634-3120 [51]soUTHERN CALIFORNIA GAS co. [ill COX CABLE ( CABLE TV} lZJ GENERAL TELEPHONE [llJ ICG ACCESS SERVICE l7i1 ,,,..,..., / ATT Ll?J l'-,U/ 11 l10IMFS NETWORK TECHNOLOGIES OJ]NEXLINK [TI]u.s. SPRINT [DJTELEPORT IT4jATS I 15ICITY OF IRVINE [I-TRAC] [l]]CITY OF IRVINE [ GENERAL] [j]]THE IRVINE COMPANY (TIC) [j]]COUNTY OF ORANGE Underground (GAS-TRANSMISSIONX310) 578-26-35 (949) 716-2150 (714) 375-6701 {714} 474-4424 (714) 623-3503 {714) 289-0085 (714) 434-6614 Service {714) 520-9698 (213} 787-0000 (310) 608-1939 (040) 724-7324 ,-·-J (949) 724-7324 (949 720-2359 (949) 567-7800 Alert ~ ~~\ Call: TOLL FREE 1~1<~--~r1 1-800 \~CU-&/ 422-4133 ~ TWO WORKING DAYS BEFORE YOU DIG DATE REVlEWED BY: DRAWN BY: JIM MILLER 02-96 OAT( I I o----4---t----+--------------------------------+--~------TELEDINE ENGINEERING, INC. !-----------+-~~-+-,=.,,,..,,-,----------'---0AT-"-E---t 3 --------~-. '"'"""' • --0~7~9~0 g:~ ~~G:~~I~~ - DESIGNED BY; CHRIS MARTIN 02-96 _ DATE ---------·· _, _____ 2 21451 l::ONTBURY DR.'" EL TORO • CA. Q2630 - ,,, // . (7}4) a5;,-225_!! • •~;&_(?14) B55-2269 /}~ I 1 • /,//" ~./. "1//h-//, /0/26/98 ~ ~ 2'J 7,./J NO. DATE _ REVISIONS APP. DATE CHRISTOPHER G. UARTIN R.Cl. NO. J5078 [XPJRES 9-J0-99 ~. NO. 31515{,cy /~~;~D~TE I CHECKED BY: J1M MILLER 02-96 RECOUMENOEO BY: DATE \~t~ NOTICE TO CONTRACTOR ALL UNDERGROUND UT!L! T!ES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, ANO THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THE!R APPROXIMATE LOCAT!ON AND EXTENT. THE CONTRACTOR JS REQU!RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EX!STENCE /\NO LOCA T!ON OF /\NY UNDERGROUND UTILITY P!PES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE NOTiCE TO CO~JTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT 1::, VAU0 UNLt.:::,::, !Ht. l"ULLUVVINI., At(t. t't.t"(l"Ur<Mt.U 1. UNDERGROUND SERV!CE HAS BEEN CONTRACTED AND HAS PROVIDED INQUIRY 1.0. # ______ _ 2. THE CONTRACTOR AGREES TO CONTACT AND OBTA!N AN • ;NQUIRY I.D. # FROM UNDERGROUND SERVICE ALERT (i-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION SIGNED: ________ DATE; ___ _ .. , --_-.-.-~---.---.-,~.-.---.-.-. -.-.-.---.-.-~-----,, I RECORDS Tn THE BEST OF ___ QUP,._____._t(M_QWLEDGE THERE_ ARE __ NO_ _EX!S.T!NG__UTIL!_T!ES __ EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT!ONARY MEASURES TO PROTECT THE UT!UT!ES SHOWN AMO ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ~,--::::iUK Vt. Y ·MUNUMt.N I ·-1 -1- n □ i;:-c-i:-n, , A Tl f"\ r\l 11. 1 f"\ TF ALL CONTRACTORS ANO SUBCONTRACTORS PERFORMING_ WORK SHOWN ON OR RELATED TO THESE PLA.NS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK ANO_ THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL CDMPL Y W!TH THE "OCCUPATIONAL SAFETY ANO HEALTH REGULATIONS" OF THE US. DEPARTMENT OF LABOR, AND W!TH THE STATE OF C.A.L!FORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS." THE ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH TI--JE "OCCIJPATIQNAL SAFETY ANO HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE ST.ATE OF CALIFORNIA DEPARTMENT OF INOUSTRIAl. RELATIONS' "CONSTRUCTION SAFETY ORDERS." CONTRACTOR FURTHER AGREES THAT HE SliALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOIJSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY ANO HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ANY ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS. THE ACCURACY OF THE ESTIMATED QUANTITIES CANNOT BE GUARANTEED. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY ESTIMATES BEFORE SUBMITTING A 810 FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS .. \ 1. 2. rf\._.:> .... f\VM11v1'J l'JVI-I 1-P"'U'"R"'s,,.u"'A.,.,N""T-,T"'o'"""s"'E c'"T""I o"'N.,..,8"'7"'7.,..1 '"'o"'F,...,,,T'"H E,,-,B,,.u"'s"'1 N"'E"'s"'s-A"'N"'o,--1, 1 PROFESSIONS CODE, EXISTING SURVEY MONUMENTS • I . . I I I I I I I I SHALL BE PRESERVED ANO REFERENCED BY THE CITY _ OF IRVINE LAND SURVEYOR BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION, THE CONTRA.CTOR SHALL PAY THE CITY OF IRVINE'S • LANO SURVEYOR TO RESET SUCH MONUMENT. SUBS-, RUCTURt. Lt.Gt.ND X ELEV. I ; = iil~~~~igr ::i:: ~ s5llll I i -MATERIAL/OBJECT (IF KNOWN)! EXISTING z m X X X X X --;---~ = ~~~STANCE R/W-. I ""' 0.: Q. A ~ T PIPELINE --...._. --j _____ Cf.~ -----< ~ PIPELINE="'- X 3' X 5' W VLT. (PCC) 15' S PAVit'1G r.. I ,...,. ""T'"~ ,-.. 1\1 U I i:_;:,: A pre-paving meeting is required 48 hours prior to paving The Aggregate Bose section shall be compacted to a minimum of 95% of maximum density. Maximum field density to be determined in accordarice with ASTM D1557-78 unmodified. \II r: I i\l lTY 'Yl.........-~1'111 I CllY OF NE\VPORT BEACH UNIWERSITY OF CAUFORNIA IRVINE CiTY OF it-<Vi i'-J E TRANSPORTATION CORRIDOR -- I\AAP IYII ,1 3. 4. 5 A "tack coat"(paint binder) shall be applied between pav€'rnent layers, and on existing povernent to b'3 resuriaced at a rote of 0.10 gal/sq. yd. The tock coot shall be a type SS1 asphaltic emulsion. Contractor shall obtain a permit from \he City of Newport Beach -(949) 644-3311. Contractor sh-nll Goordinote oil work with the contractor s/o Ford Rood. on MacArthur Blvd. ()fl-wll ,0(~9/9B Ml~.c.8.RTHUR BLVD. FROM F.8.!RCH!LD TO UN!VERS!TYI 22s5_9 Mc • I DRIVE BRIDGE AND BISON AVE TO FORD RD. STREET REHABILITATION PLANS FOR I PROJECT NO. I DIRECTOR OF PUBLIC WORKS DATE: I I PUBLIC TITLE SHEET WORKS DEPARTMENT -CITY OF IRVINE SHEET I 1 OF ,-. i 1 1 lf', I ('I\ r- r- 1-1\ (cl z ~ P: D -~ 0: w "' _{ [D -~'t :::J l) z "' ~1 <( ~ 0: \ ,_ □- 0: w [D ~ :::J ~ I I I ,-I ~ 2 " 0 ~ => 1\ uJ z " ~ s m ' 0 C . w ru l z > 0 0 z i:1 > '' ru " cr ~ w 0 " C 0 0 w u " 0 J 0 I I z 5 ~ " z " 0 ~ J ~ u uJ ~ ~ ac m -' I 0 C w rn I I I I ' I R/W R/W R/W C.L. l-"-V'-'ARc::lccEc:.S-1----V'-'A-"-R""IE::.:S:.....c.9.c.O'--'-T0"---'7-"9.:;.2cc5_' -----+-"-5• ___ 8=-·---1----V_A.c.R....clE~S~62=-·c..5c..3'_T0'--7_4_.7_7_' ________ 1_2'--t--5----1' >---l' 12'T016.9' I (L ,c 0 15' z ii:: 0 . "' (ll ' .a t-0 --- 1 --Tl _ --:::=.::::::=:::::....._ ----I ~--e::: ;:::: ::::: ------L ---• ---- \0.3' GRIND DEPTH(TYP.) (L ,c a z ii:: "' 1 ' (L ,c (L 2 ,c MACARTHUR BOULEVARD STA 113+00 TO STA 116+00 ± N.T.S. C.L. 12· 58' (A) 6' EX. A.C. PAVEMENT ---0.3' GRIND DEPTH(TYP.) . VARIES 62.53' TO 58' 12· PREVIOUS NEW CONSTRUCTION R/W 5' -1' 0.15' ASHPHALT +0.15' A.R.H.M.(0.3' TOTAL) R/W 12' 58' (A) 0.3' GRIND DEPTH(TYP .) 0.15' ASHPHALT +0.15' A.R.H.M.(0.3' TOTAL) R/W , 'A,...AR..-HLJ~ n"1 11 1,, Ann M ~ I ~ DUULCVM~U 15' (ll 0 0 • STA 116+00 ± TO STA 118+50 N.T.S. C.L. 6' 8' MACARTHUR BOULEVARD STA 118+50 TO STA 124+53.75 N.T.S. C.L. LEX. A.C. PAVEMENT R/W VARIES 62.53' TO 58' 12· 5' _,. EX. A.C. PAVEMENT R/W f--'-V,.,_AR'-"l.,,_ES"--./----------"5"-8' ______ -J-_.....:c:8_' ___ ....:8:....·_~ _____ ,;cVAc::R..::IE:::S::.....c5cc8_' -'-T0=--'-7-'0'-'----+--1=-2'_-+---'-5'--l ,__1, 12'T016.9' I 0.3' GRIND OEPTH(TYP.) 0.15' ASHPHALT +0.15' A.R.H.M.(0.3' TOTAL)- 0.3' GRIND 0 z 2 ii:: VARIES o 0..: 'o ,c -(4,6%-6 3%\ -..., L :::: ::::-:._ ~, , ,----c. ~ DEPTH(1YP.) ----J -:::: ::::--::_-:._ \:= "'2r---.1 I \._ EX. CONCRETE L -_ . L \ EX. SIDEWALK --I ------J • ·-·-· • EX. CURB & GUTTER MACARTHUR BOULEVARD EX. A.C. PAVEMENT STA 124+53.75 TO STA 127+40.00 N.T.S. SIDEWALK SIDEWALK R/W R/1'1 C.L. l---'V.c:,Ac:Rl'..=E=.S-J.. ______ .:-6.':'..6' ______ +----"6_' --1--...cc.8'_+-------=5=-3·-----------t---1_2_· --t---5---1' 1--l' 12'T016.9' I I I ~ 15• ro~ . 1 ~ 0 <i)> ~ t = = J7 j \ 0° b ~ I - / ,t L ' VARIES I I • ~ -'.........J I -\--:n~ • 1 ---=i I L-t-t_ -------...J--_j L f - 0.3' GRIND \__ EX. CONCRETE ----_ ~~-_J EX. 0.15' ASHPHALT +0.15' A.R.H.M.(0.3 TOTAL) ---_ _ _ ~ \ MAC.L\RTHUR BOULEVARD \ EX. CURB & GUTTER SIDEWALK STA 127+40.00 TO STA 129+86.25 \__ EX. A.C. PAVEMENT N.T.S. C,L. R/W R/W I I __ 1_2•.,----+-----'-✓A_R_IE_S_5_6._3_4'_T0_6_2_' ---t-~V_A_Rl=E~S-t-1 ~VA_'.R_IE=S'--+------V_AR_,I_ES_6_6_' _T_0_5_8_' ___ --t ___ 1_2_· --1---5----1' ,___ 1, I ·-8' TO 15'1 13' TO 8' 1 (A) I""' f--t'.>:'<2 1 -, ___ P_REV_IO_U_S_NE_l'_I __ 1 ~ CONSTRUCTION VARIES 0.15' ASHPHALT +0.15' A.R.H.M.(0.3' TOTAL)-SIDEWALK 0.15' ASHPHALT+0.15' A.R.H.M.(0.3' TOTAL) 3/8" LIP 17 -------j I I L- I ,-- L ___ __j L EX. A.C. PAVEMENT MACARTHUR BOULFVARD STA 129+86.25 TO STA 135+50.00 EX. A.C. PAVEMENT N.T.S R/W C.L. R/W ~l-----V~A~R~IEccS:....=.58=-'_T~0~·-"6.:cl.~7.c.0' ____ -+----~1~5• ___________ 8_1' ______ -t-__ 12_·_-;-_5•-1 >--i' ,------0>-----1 l O • 15' 15' z ffif-'=---1 22 (:;'\a:i ~ ' ci 0 22 15' 00 a. I ---,. '-''oiC j rr-(z\ . O --....! 7 _ __ ~--I I-_J7 '-..=) ~ 5 Z ii:: + F .J I ~~ ~ '-' . L--s ----------.1~-L_ 1--::::~--!;:,.,.er,:;-. I L --1 ---• ,_ =0 0.15' ASHPHALT +0.15' A.R.H.M.(0.3' TOTAL) CONCRETE SIDEWALK EX. A.C. PAVEMENT , L -- 1 EX. CURB & GUTTER 0.3' GRIND DEPTH(1YP.) MACARTHUR BOULEVARD STA 135+53.82 TO STA 138+00 N.T.S. CONSTRUCTION NOTES 0 0 CONSTRUCT 0.15' A.R.H,M. OVER 0.15' DENSE ASPHALT OVERLAY. . I('(',~ J :~.-'.'"'1'::; .' :, :;, ... ·\,·.,.' •'i, I.~'•?. ! COLD PLANE EXISTING AC PAVEMENT. '=""•'J "", .. ·,:, ..•. , ,; , ,, . ,:, , TRANSITION DEPTH FROM O".AT 15' FROM CURB FACE TO 0.3' AT LIP 01"-Gt!'r;r-ER '""·''""'j/:; :),=l D ET Al L "A" @f------~--------@ CONSTRUCT 3/8" LIP AT EDGE OF GUTTER IN CAPTURE WATER SITUATION PER DETAIL "A" HEREON I DATE ORA w.f SY: JM 10/28/98 DATE -• . = (,ri . ~ STREET REHABILFfATION PLANS FOR ' I 32869 MC. rl!ACARTHUR dLVU. FROrv1 FAlt-<CHiLD I IO SAN DIEGO CREEK CHANNEL TE LED INE E!,!~!~~F.RING, 1Nc ·I 1--_-_-_· -_-_--_&-'~ -_-_B~1_s_o_i'_~ _A_'_v_1:._._--_-_1 0 __ 1-_o_R_,_o __ R_o_. ___ i ::i HE ET _ I O.:SiGl3> Bi": CGM 10/28/98 DATE Cl-~C:'6> BY· CGM 10/28/98 • 214s1 ~o:rraURY na• EL T-oRO • cA. ow30 T"{Pif""'l, A~ ~~.!""~~!"'..~! ~! n-~-r I ~=====-!,;;;:;;::==-! /,?/'~z,sa__,,'. FAX/(/71~)/•:se-2259 • a\dAL -ea,l:,'L,llU!~ :1.,·l'.71v1r_~v,..rl 11-1.._0F 11[ ,I -A--&-/1-T PUBLIC V✓ORKS DEPARTi'v1ENT -IRVINE CHRISToPHfR C'. MA!H!N R.C.E. NO. 35078 £XP11¼$ 9-.30-9'3 I ., /\ rA r- r-- l,/\ I ::i: w z ~ 0: D 0: w m ~ :::J • I i 1-- i ---r--- 1 r·· --1· ·::;-, " I -------_____ j --· -·· I --:-:.:·--+: -- I ... [ I ;_~ ; ,.:: i ,-•· I ' .. l ' 1-, c:,;\ . 7 -·' -. ~-; < . ,! -...:{1 L;; ;--1 --j , __ ._, ' -- -- : ., --·------· ----~ --------_/ " '' ' I ' ,' ' I 3 U1 , ---- - ---- ' ' ' . ;, ij " 'l " l l " '' " " '' '. " " ' a 0::: 0 l.J._ R/W ''a ! d I i ' CJ::::: ' l ' l ' ' ' . ' ' ' ' I / 'i 'O, L " ' r • .tJ ·J I! -• ----<~',·1 --·--', ,, ,, " ,, ~-~ ~t(¥ -------~-- T"" i l. ·~-1 ,jL 7 •-1'. .L -I• r.-·J;l / / ----- - - -------------------- --- MACARTHUR BOULEVARD SCALE: 1'=40' \. 2 ,!2 i (;~: -,' .-j ,_ ;:i_;I !"!~- :·. I~-: --.:~T --- ,_:; ' ' ,---- 113 -~ "',) IT ,-. 'UJ --"",i :~i' -1-- -.. ----:·7~- 2 j I 1 4 ~ . , ' J;:_, __ ,·-- ----- ------ 7 6 5 •J· r :~-i ,---J . ;,:j ~-' :..11 I I i ,~?.i··-½ in-.i.~r~ ~= -t11;~ r T-; : ' re >"-•i1:_~; ?~ .:.:)s-,· ~ ~-''. I ._ " j S::] ---- -- l1" i : ... t·! r,,:..,; ,·-i --, : <L - - ---! - - ---1 -- w z 0 0 • 0 0 + co C\I I- t! :c (/) DATE SCALE: 1'=40' 'c°"! C: -~1}-'-,._ ' ~ . ' T I=--~ ·.~-i ! ' --l ' .• ':_;, -; '::..__, \--I v:,lQ_ I w z =:; 25' 5"(TYP) 5"(TYP) TYPE G so· DETAIL "A" ~f----------------- N. T.S . ·-.--·-·----- 0 0 • 0 0 + co 'I-.- I-- LL. w -1 $ 0 -1 w m w w (/) ---'--------- BOULEVARD CONSTRUCTION NOTES 0 0 G) 0 0 CONSTRUCT 0.15' A.R.H.M. OVER 0.15' DENSE ASPHALT OVERLAY. COLD PLANE EXISTING AC PAVEMENT. TRANSITION DEPTH FROM O" AT 15' FROM CURB FACE TO 0.3' AT LIP OF GUTTER ADJUST EXISTING TO GRADE. PAINT TRAFFIC STRIPING AND MARKINGS AS NOTED. REPLACE LOOP DETECTORS CONSTRUCT SLURRY SEAL © STRIPING NOTES 11001 ~ 11021 1103 I 11041 11051 11051 11071 l1osl QJ ~ ~ ~ [TI I!] INSTALL 12" SOLID WHITE UNE(THERMOPLASTIC). CROSSWALKS SHALL BE PER CITY OF IRVINE STD. PLAN NO 203 INSTALL PAVEMENT LEGEND(THERMDPLASTIC) INDICATED. INSTALL PAVEMENT MARKERS PER CALTRANS DETAIL 13 WITH so· END SECTION PER DETAIL "A" SHT. 3 (TYPE C RAISED PAVEMENT MARKER) PAINT MEDIAN WITH TWO 4" SOLID DOUBLE YELLOW LINES WITH CENTER 3" PAINTED BLACK PER DETAIL 29. · PAINT 8" SOLID WHITE CHANNELIZATION LINE PER CAL TRANS DETAIL 38. PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CAL TRANS DETAIL 37. PAINT 6" SOLID WHITE BIKE LANE LINE PER PER CALTRANS DETAIL 39A. PAINT 6" DASHED WHITE BIKE LANE LINE PER PER CAL TRANS DETAIL 39A. PAINT 12" WHITE HASH LINE 45' AT so· o.c. INSTALL SIGN PANEL INOICATED ON 4"X4" REOl'IOOD POST EXISTING SIGN OF TYPE INDICATED TO .BE RELOCATED. REMOVE EXISTING SIGN REMOVE EXISTING STRIPING OR PAVEMENT LEGEND BY SANDBLASTING, EXISTING(TO REMAIN IN PLACE) . PROTECT EXISTING STRIPING IN PLACE JAf,J C6 ANY) STREET REHABILITATION PLANS FOR BLVD.· PROJECT HO. MACARTHUR 32869 MC 1-_:,4'..._-J.----l-------~-.. _··_---_·-_-____________ +0'::::'="~!.!' ":.:.:''=:::J:::M::::·-::::··=· -=-;:.J.:::10:::1:::28:::10~"8 TELEDINE ENGINEEttING; INC. 3 DATE C'l\"lL =::mi=s !---------------------------------l CIP 5233 SHEET 2 CGM 10/28/98 1 NO. DATE CGM I D~TE 10/28/98 21451 MONTBURY DR.• El. TORO • CA. 92630 ~855-22.SfJ • -.£AX (714) ~5-226.9 ~· 11/1.J '?B CHRiSTO?'riER ·c. i.!ARTiN R.C.E. NO. 35078 "E~tnES S-30-S';I PUBLIC WORKS DEPARTMENT STA "i26+00 CITY OF IRVINE 3 OF 1 1 u z ~ [[ D ( [[~ UJ -ill~ 2: :::J !- ~IJ z ...... -I.. 5-"-: ~.l [[ UJ ill 2: :::J z [!) -J \! -v ',. l> \.!.. ~ ' ·"' <;:P 0 0 • 0 0 1-+ :c "'1-c., t') -Cl:'.'. ..- o<i zl-(/) 1---- - c~. I -·· --'·-------- 3 J.S. I ·1 I STA. 127+40.00 MACARTHUR BLVD. = STA. 0+00.00 FUTURE STREET I SCALE: 1 "= 40' MACARTHUR i!F~;TURE is ~[::.T w 5 w "' !D 0 0, z + 0 .... w "' !D - i 3 --,.--------·<' EX. -· ---~ . ---- I ~ -,' l r------·-· :,.._ ···/ C .,: _______ ,_] R26EB R/W j .. L •. : Ir-~, ... ! G'.) + w•; )i"i iu ;;. i cci c ' tnl ' J r:(J .. J C."l 1:(: ~ I[) f'-: + ,,-, LU I"· Vi ,~I, ; ! ·~-' .;: ,,j 1--- "J ' I ---- W 0 zo :J + r-- w "' z :s 101 TYPE Vl(TYP) w z w:J w (/):C - - -,.---- - ---,-+-0 I-<( 2 \ ' \ ' ' . I d ~-c,j I •v f'-/'' ... '. :.:.., re, /r• 1.:::,-1 0,j +:r-..... {! I '.~? I~.: ':.1_J .:di~ 1--~ ..,t v~IC: r--.. fl., c~: \.£' LJ) ,..C (',J Ci: -r-- r..,-:; r-~: i-:: L , . r;~ ....:1.· L-f--l __ f_F, 0 SCALE: 1"=40' ' -'-----,--....,...-. ·_) C• . G .. r: ... r" ,x;:, --+~c no .,,.... C \ •, ', \ 3 - --i----- G20 ,_ LL w _j $ 0 d CD STA. 141 +01.68 MACARTHUR BLVD. = ,>"- ~'---::_,,=====--===c-:c===-===-=-= ' ,, ' ' •. ', ' ' ', ', ' \ ' CONSTRUCTION NOTES 0 0 G) G) CONSTRUCT 0.15' A.R.H.M. OVER 0.15' DENSE ASPHALT OVERLAY. COLD PLANE EXISTING AC PAVEMENT. TRANSITION DEPTH FROM O" AT 15' FROM CURB FACE TO 0.3' AT LIP OF GUTTER ADJUST EXISTING TO GRADE. REPLACE LOOP DETECTORS. STRIPING NOTES 11001 ~ 11021 11031 11041 11051 11061 11071 l1osl ~ ~ ~ §] IT] 0 s A INSTALL 12" SOLID WHITE LINE(THERMOPLASTIC). CROSSWALKS SHALL BE PER CITY OF IRVINE· STD. PLAN NO. 203 INSTALL THERMOPLASTIC PAVEMENT LEGEND INDICATED. -INSTALL PAVEMENT MARKERS PER CAt-TRANS· DETAIL 13 WITH 50' END SECTION PER DETAlc-''A"--SHT. 3 (TYPE C RAISED PAVEMENT MARKER) PAINT MEDIAN WITH TWO 4" SOLID DOUBLE YELLOW LINES WITH CENTER 3" PAINTED BLACK PER DETAIL 29 PAINT 8" SOLID WHITE CHANNELIZATION LINE PER CALTRANS DETAIL 38. PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CALTRANS DETAIL 37. PAINT 6" SOLID WHITE BIKE LANE LINE PER PER CAL TRANS DETAIL 39A. PAINT 6" DASHED WHITE BIKE LANE LINE PER PER CALTRANS DETAIL 39A. PAINT 12" WHITE HASH LINE 45' AT 50' O.C. INSTALL SIGN PANEL INDICATED ON 4"X4" REDWOOD POST EXISTING SIGN OF TYPE INDICATED TO BE RELOCATED. REMOVE EXISTING SIGN REMOVE EXISTING STRIPING OR PAVEMENT LEGEND BY SANDBLASTING, REMOVE RAISED PAVEMENT MARKERS(IF ANY) EXISTING(TO REMAIN IN PLACE). PROTECT EXISTING STRIPING IN PLACE SIGNAL AHEAD JAN DATE 1---l---l-------,------:__~-----------+D~RA~<·:::.".!!:8":;;· ==JM===-l-'1=01;;;;2:!:81;;;9;;;;.j8 TELE DINE ENGINEERING, INC. STREET REHABILITATION PLANS FOR MACARTHUR BLVD. CIP 5233 32869 MC SHEET CGM C~CltED BY· CGM DATE 10/28/98 DATE 10/28/98 CML Er.Cll(!:mS 21451 MONTBURY DR.• EL 1'0RO • CA. 92630 ~-2258 • -FAX_.$,t!4) 855-2269 •• ~~,,c,__L. /,:,/49/28 CHRISTCPHER G. MARTIN R.C.E. NO. 35078 EXPIRES 9-JQ-99 FR0~.,1 STA PUBLIC WORKS 126+00 TO BISON AVE. DEPARTMENT -CITY OF IRVINE 4 OF 1 1 z ~ 0: 0 [I w [O ~ -, j . <( I-V) 5 Li..J 2: --1 , - ----- PROVIDE DRAINAGE OPENINGS IN "K" RAIL TO MATCH EXISTING CONDITION r 3' 10"-1---1 I - - - 6" 6' ~ 3" J / EX. BRIOGE -------------=_::-=--=--7--------~f-----------r---- - - - - - - - - - - - - - - -....,_ r - - - - - ---1-- - - - - - ~ 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 __ L I I I I I I I I ) l ) ( ________________ _,,,, '--------1--------_/ '--- \ ----------------------------.,.. ________ I --- \ I \ I \ \ I / \ //1\\ ___ )~ _ __ ..1 ____ ___,, 'vr- OETAIL A MACARTHUR BOULEVARD NTS MACARTHUR ' -- L__-----1:.._r::;:-.A BOULEVARD ' • • • • • ' -45' 5 45' i-----5• 5' - SECTION A-A CONSTRUCTION NOTES REMOVE TEMPORARY K-RAIL ANO REPLACE WITH MOOIFIEO CAL TRANS CONCRETE BARRIER TYPE 50 OR 50A PER STATE OF CALIF. STD. PLN A75A AND OETAIL A JAM 06 1999 ~ DATE ----l----+--+----------------------1-=D::::"":.::"·'::..:' •::;••=;:;;J;:;:M;;;:::=:::.i-:1:::01:::28::1:::98::;.i TELEDINE ENGINEERING, INC. STREET REHABILITATION PLANS FOR MACARTHUR BLVD. 32869 MC CGM CGM DATE 10/28/98 DATE 10/28/98 21451 MONTBURY DR• EL TORO • CA. 92630 ~5-2256 : '!!' (714) 555c~a• ~ 10/Lal?B CHR!SiOFHER G. MARTIN R,C.[. NO. .55078 [XPIR£S 9-30-99 ----------__ -CIP 5241 FR0~,1 STA 183+00 TO STA 196+59.22 PUBLIC WORKS DEPARTMENT -CITY OF IRVINE SHEET 5 OF 1 1 "'-" CJ z 0 0 2 z fa1 > rn ~ QC " 0 w ~ □ QC " 0 □ w a: u " 0 0 J 0 I z s ~ ~:: ~ z QC 0 ~ a: J 4 LJJ u [II l w z " ~ > " g ITT ' ::J □ z (:)_ ffi rn , CJ 2 □ 0 z z -I\ fa1 > rn ~ ~ QC " 0 w ~ □ QC " 0 8 D: c::i u " 0 J 0 0 I z s ~ \/'i ~ z QC 0 ~ a: ~ 4 w u [II w z QC ~ > " g ITT ' ::J □ z ffi rn ~ , a CONSTRUCTION -- -------------,._ (BRIDGE) LJ.) tu :::r:: NOTES CONSTRUCT 0.15' A.R.H.M. OVER 0. 15' DENSE ASPHALT OVERLAY, G) "'~ z <O Oo, ID + ::0 0, -<O O· G) "' "' "' 0 0 COLD PLANE EXISTING AC PAVEMENT TO 0.3' DEPTH EXCEPT AS SHOWN IN TABLE "A". K\\\J ADJUST EXISTING TO GRADE. REMOVE TEMPORARY K-RAIL AND REPLACE WITH MODIFIED CAL TRANS CONCRETE BARRIER TYPE 50 OR 50A PER STD. PLAN A 75A AND DETAIL A REPLACE LOOP OETECTORS REMOVE ASPHALT FROM MEDIAN AREA CONSTRUCT 8" CURB & GUTTER TYPE "A-2" PER STD. PLAN 200 @ REMOVE AC DIKE @ REMOVE EXISTING ASPHALT PAVING @ SAWCUT AND REMOVE PAVEMENT @ CONST. MEDIAN NOSE PAVING PER STD. 109 w v,U z :5 Qo.. I UlZ ::,-u,-u Iw "'1-<( 0 "' "' uo.. I ,' / @ CONSTRUCT 3/8" UP AT EDGE OF GUTTER IN CAPTUR_E WATER SITUATION PER DETAIL A HEREON STRIPING NOTES 11001 E] 11031 11041 11051 11061 11071 11081 ~ B ~ QJ @] ~ ~ IT] PAINT 12" SOLID WHITE LINE. CROSSWALKS SHALL BE PER CITY OF IRVINE STD. PLAN NO 203 PAINT PAVEMENT LEGEND INDICATED. PAINT MEDIAN WITH TWO 4" SOLID DOUBLE YELLOW LINES WITH CENTER 3" PAINTED BLACK -PER DETAIL 29 PAINT 8" SOLID WHITE CHANNELIZATION LINE PER CALTRANS DETAIL 38. PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CAL TRANS DETAIL 37. PAINT 6" SOLID WHITE BIKE LANE LINE PER PER CALTRANS DETAIL 39A. PAINT 6" DASHED WHITE BIKE LANE LINE PER PER CAL TRANS DETAIL 39A. PAINT 72" WHITE HASH LINE 45' AT 50' 0.C. PAINT 4" BROKEN WHITE LINE PER CALTRANS DETAIL 12 WITH SOLID 5D" END SECTIONS (TYPE G RAISED PAVEMENT MARKER) PAINT MEDIAN WITH 4" SOLID YELLOW LINES PER DETAIL 25 PAINT EXIT RAMP GORE TREATMENT PER CALTRANS DETAIL 36. INSTALL SIGN PANEL INDICATED ON 4·•x4• REDWOOD POST PAINTED "IRVINE BROWN" EXISTING SIGN OF TYPE IND/CA TED TO BE RELOCATED. REMOVE EXISTING SIGN REMOVE EXISTING STRIPING OR PAVEMENT LEGEND BY SANDBLASTING, REMOVE RAISED PAVEMENT MARKERS(IF ANY) - EXISTING(TO REMAIN IN PLACE). 0 PROTECT EXISTING STRIPING IN PLACE R/W EX. 8"' CURB & '-' ::e "" 5 um u ;co <C z <O 13. wx CDW 9 15 51' 101 37' •• -~----z ~ D ::e "' 0 I-"' 3 z :'> D w ::e z u z "' 0 "' u + oo 0 Z NW ----- B 7 -------rr- 111 R MACARTHUR '.AMP~- STATION 199+50(BEG 199+ 75 20D+D0 200+25 200+50 2D0+75 201 +00 201 +25 201+50 110 BOULEVARD ELEV. A ELEV. B STATION C&G) /30.98) (31.45) 202+50 (1) 30.48 30.95 202+75 (1) 29.98 30.45 203+00 29.53 30.0D 203+25 29.16 29.63 203+50 28.71 29.18 203+61.73 28.18 28.65 203+67.73 27.81 28.28 203+83.05 27.37 27.84 203+89.05 3 _,------''~:?)/ -~7 { ' ' ' ' ' ' ' : / ' / i I ,,,..,. ,,.,... ' ~ ___,~ ~~ FAIRCHILD ROAD 9 ELEV. A ELEV. B 26.37 26.84 26.24 26.71 26.02 26.49 25.85 26.32 25.69 26.16 (1 &2) 25.62 26.09 (1&3) 25.27 (26.1 O) (1&4) 25.18 (26.01) ( 1 &5) 25.55 26.02 w z ::J :r: 0 I-<( :a: 0 0 • 0 0 + (0 0 N • <( 1-(/) SEE SHEET 7 2D1 +75 26.97 27.44 2D3+98. 14(END C&G) 25.51 25.98 C.L. * L_ l 57' 37' 2 (2.oz TYP.) 1 EX. A.C. PAVEMENT 2D2+00 26.62 27.09 202+25 ( 1 ) 26.49 26.96 TABLE (1) COLD PLANE DEPTH = 0.50' ~ 2) BEGINNING OF LOCAL DEPRESSION 3;~ BEGINNING OF INLET END OF INLET END OF LOCAL DEPRESSION R/W 19 !--+-EX. 6" AC DIKE @ 15 A J'~ ~ <f' <<') 19 ?-t-..,_ . 2' ~ !.I <f' 2 "7 I-::, u 22 :;:: <( "' NOTE: COLD PLANE DEPTH = 0.30' EXCEPT FROM STA. 202+25 TO 202+75 & STA 203+61 TO 203+89 WHERE COLD PLANE DEPTH SHALL EQUAL 0.5' ELEV. A = ELEV. OF NEW FS OF PAVEMENT ELEV. B = ELEV. @ NEW T.C. 0.15' ASHPHALT+0.15' A.R.H.M.(0.3' TOTAL) 8"' CURB & '--"G~U~TT'!fE~Rc=--""---l 9 SECTION "B-B" MACARTHUR BOULEVARD STA 196+59.22 TO STA 204+45 N.T.S. • LANDSCAPED MEDIAN FROM STA 200+35 TO STA 204+45 DATE N. T. S. STREET REHABILITATION PLANS FOR MACARTHUR BLVD. ·-------------- CIP 5240 32869 MC -------_ f======l 1---l------l-----------,------------------t-•~•!!"·::."!:"'~• =;;;JM===+'=0:::12:=81:::9~8 TELEDINE ENG !NEERING, INC. DATE CML tllC:UCEERS 1-----------------------------1 SHEET CGM CGM 10/28/98 DATE 10/28/98 CHRISTOPHER G. "4AR11N RC,E. NO. 3507& EXPIRES 9-.30-99 FROM STA196+59.22 TO FAIRCHILD RD 6 OF 11 PUBLIC WORKS DEPARTMENT CITY OF IRVINE (!) z ~ cc 0 a: w D] 3JJ ~ z . (!) "'1~ z~ . !J J 0 ( ffi D] ~ ::J z (!) z ~ 0: 0 . I a: w D] ~ ::J z ,n bi L ~ > ro IT " 0 w " 0 " rr - 0 0 w u " 0 J 0 I z :'I " ~ z IT 0 w :J 1l ui z rr ~ • " ' 0 • " w rn z , " 0 z ~ iE IT rr 0 w " 0 IT rr O D " ~ 0 J 0 I z :'I " :'l IT 0 "; " u ui z " 5 • "' " ' 0 " w 0 z , " 0 z ~ > I I I I --------- CD • 0 z 1-w w ::c (/) w w (/) ------- -------------------------------- I I I I i I I I I l I I I I I I a 2§ 0::: a -...J -::r:: (_) Cc -,"""( u.... I ----- I I I -ii - ;1 ' ll I I I I I I I I I I I I I I I J I I I ' ---------- ,' -:~--------____ -::_-_-_-_-,-c:-_=--=--=---········ ' . • .. IVl .. JL tv1ACARTH UR SCALE: 1•~ 20 . EXISTING CATCH i:~~'.~-~ ,-~ 2''MIN. STREET F.S. ;· r'-'I \ -4" ;::r; 'y_':",_itr:S·t· :.:_·'_;_:.:...·,;..-_8:'. CONSTRUCT LOCAL DEPRESSION F'ER STD. PLAN 303 (."··! I • .I EPOXY #4 @ 12" INTO EXISTING (_:; I { ·.] CATCH BASIN WITH 2" MIN. COVER L· :L , .. ·,J ~-~~r:>-:~~~ ~ ..... :.:: :....:.:....:.: ..:..:~~·..:.... . .:.1 LOCAL DEPRESSION CONNECTION DETAIL SECTION A-A NTS BOULEVARD - DATE DAA\0.':'l BY: JM 10L2BL9B o::mG.-:m BY: CGM I DATE 10/28/98 DATE CKEC~ED BY· CGM 10/28/98 CONSTRUCTION NOTES 0 CONSTRUCT 8" CURB & GUTTER TYPE "A-2" PER STD. PLAN 200 G CONSTRUCT SIDEWALK PER STD. PLAN 201 @ REMOVE AC DIKE @ PROTECT IN PLACE @ CONSTRUCT LOCAL DEPRESSION PER STD. 303 @ SAWCUT AND REMOVE PAVEMENT @ REMOVE EX. CONC. HANDICAP RAMP ~ STREET TELEDINE ENGINEERING, INC. ----------------• - CML "ENGJl'EER:S REHABILITATION MACARTHUR -----__ Clf'_5240 ___ JAN ~ 061999 - PLANS FOR BLVD. 32869 MC ----------SHEET 21451 MONTBURY DR.• EL TORO • CA. _92630 INTERSECTION ~.1ACARTl-lUR Br. FAIRCHILD 7 1 1 ~ F. (714) /4---2269 OF_ PUBLIC WORKS DEPARTMENT CITY OF IRVINE ----/0 LB /,,a - CHRIST(PHER G, MARTIN R,C.E, r,IQ, 35076 EXPIRES 9-30-99 I I I I I I I ! L CJ z ~ 0: 0 z ~ D z ~ ~ D w ~ □ C C D @ U C ~ I '------'~ a: w CD ~ ::J z CJ " z C 5' s w ~ ~ C o -8 ~ ,. ~ D z I I I I ----- I I ' .::\t' ·.' {}-. c' ,'~ ,., ,,~ (/ I I I I I I I NOTICF TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT I IS VALID UNLESS THE FOLLOWING ARE PERFORMED 1 1. UNDERGROUND SERVICE HAS BEEN CONTRACTED AND HAS PROVIDED INQUIRY l.D. #· ______ _ 2. THE CONTRACTOR AGREES TO CONTACT AND OBTAIN AN INQUIRY 1.0. # FROM UNDERGROUND SER'ACE A!.1.'RT ··1 (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION ·1 I .. SIGNED: -------DATE: ---! DlGA LEH' I' •CALL BEFORE YOU DIG. ~ ""-_ --:-TOLL FREE ....... " ~-1-800-422-4133 • /"'-:-...... 11. ~~ AT LEAST 2 WORKING f • • \J DAYS· PRIOR TO • ~ _-ru·· \t EXCAVATING ~\;~\~ • L,,::f} UNDERGROUND SERViCE ALERT I • of Southern Califorina ' POTHOLE EX. UTILITIES PRIOR TO CONSTRUCTION IRVINE RANCH WATER I ...J u .,. <O <O <O + . .,. 0 N --- I I I I I I I i I MACARTHUR BOULEVARD SCALE: l'= 20' 1 . • RECLAIMED WATER NOTES ALL OFF -SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE SYSTEMS. IN WATER 2. RECLAIMED WATER PIPE SHALL BE PURPLE PVC C-900 PIPE. EITHER CLASS 150 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WATER. ACP OR DIP MAY BE USED WITH THE APPROVAL OF THE DISTRICT BUT IT MUST BE MARKED WITH PURPLE MARKl~JG TAPE. 3. ALL 1-INCH AND 2-INCH COPPER SERVICES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END. WATER CONSTRUCTION NOTES 0 CONST. HOT TAP CONNECTION WITH TAPPING SLEEVE 0 CONST. 2" COPPER IRRIG. SERVICE PER IRWO STD. DWG. W-2 0 . SEE IRRIG. PLAN FOR 2" PVC IRRIGATION WATER LINE /J.A?. ,,.., . .,.__ RELOCATE AIR RELEASE & VACUUM RELIEF ASSEMBLY PER PLAN AND IRWD STD. W-10 DISTRICT . APPROVAL OF W,;tev $klld4iMo.l Wu'\, .. FACILITIES ___..-/ ./ ./ffi ·. ~--~/,1/,;p_ .,. •• APPROVED BY: {;, . . - - -DATE --------------------. -- - - -- iJSUPERVISED BY: l.-flllll 1 : fl.{_~ ~ ~c • .. 1--i .. ~1~~~0,R REVIEWED BY: \) · DATE I IR'vVD GENERAL NOTES . 1. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHAU: CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. 2. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF wom< AT (714)453-5300 OR 453-5615. 3. A PRE CONSTRUCTION CONFERENCE OF REPRESENTATIONS FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48-HOURS PRIOR TO START OF WORK .. UPPER NEWPORT BAY 4. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50 FOOT STATIONING IF THERE ARE NO EXISTING CURBS. 5. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE .PROPER LOCATION AT NO COST TO THE DISTRICT. 6. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER \v1LL REQUIRE AN EXTENSION AS PER DRAWING W-8. 7. IN RESIDENTIAL STREETS, THE TOP OF PIPE, 10 INCHES AND SMALLER. SHALL BE A MINIMUM OF 42 INCHES BELOW THE FINISHED STREET SURF ACE AND 48 INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. 8. ALL FIRE HYDRANTS SHALL BE SET V,1TH THE BOTTOM FLANGE 4 INCHES ABOVE THE CONCRETE PAD OR SIDE WALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM DF 3 FEET FROM THE ECR AND BCR AT INTERSECTIONS. § ~ r I I ,;,h,B/'18• TELEDINE - piA"-'v <'.'.6M ENGINEERING, INC. .. ----, ----. ---------cr.n.-c;.G1;;;:;;;;;;: ------I VICI 1\J ITY UNiWERSITY OF CALIFORNIA IRVINE TRANSPORTATION CORRIDOR 1v1AP 9. ALL \'/ATER MAINS 6 INCHES THROUGH 12 INCHES SHALL BE CLASS 150, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. 10. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD. IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT • INSPECTOR IS PRESENT. 11. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. 12. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. 13. CURBS SHALL BE INSCRIBED WITH A "W" iNDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. 14. INDIVIDUAL PRESSURE REGULATORS ARE TO BE REQUIRED BY THE UNiFORM PLUMBING CODE IF AVERAGE STA TIC PRESSURE IS 80 PSI. OR MORE. 15. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS. 16. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER SYSTEM FOR VERIF!CA TION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. I I I I I I I I I I I I I I I I 17. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVlTY, TURBITITY AND ODOR. THE TURBITITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE • LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. I 18. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 I LICENSE OR A CLASS A GENERAL CONTRACT9fl-<;-1 '.CF~~~-••. · . ~.,I C{7l,10" n• •n~,, .,..... . , . , i' 1 . ...,~ i J--,1~ 1,~,. 11r ~.-;; cc";-,-,.~,, 'I . ~. ·JlJ, a ]r 11," ,~, ~fl,t· "-.-:: ~ l _. ~, _,,.,-•,.,_.:,I\: t,..;· r:.;~ t ~ I \A\\\\ n 1?.. ,1 ,J ;;;: , II ,(G . .J tl \J, ~; .J.:v ;J .J I tRRtGATION V✓ATER CONNECTION .MACARTHUR -L'1D ti \ . .• .32869 MC CIP 5240 _SHEET_ I DES/6'1 CCCI"\ 10/,_e,/qa 21451 liONTBURY DR• EL TORO • CA. 92~0 I INTERSECTION ~"1ACARTHUR & 1-AiRCHiLD 8 1 1 I OF ~55-2258U· F (714) 855-2269 I I I --I I ~ · e/tahe PUBLIC WORKS DEPARTMENT -CITY OF IRVINE C \,H;i~ IM ,~10/LBl"fe, ~ CHRIST~HER C. MARTIN R.C.E, NO, 35078 EXPIRES 9-30-99 ' . V' l f"\ z ~ r:r: 0 ~ ( I,{\ I ~ 0: w !~ (!) ~ ii 0 0: w [I] 2'. ::J z ,n ~ z IT D ~ ~ u w z " > " ~ 0 ' 0 ffi 0 z , " D z ~ > m IT " 0 w ~ 0 IT " D @ u " 0 ~ 0 I z '.l ~ ~ z rr D ~ J 4 u w z " > " ~ 0 ' 0 C w m z , " g z ~ > • IT 0 w ~ 0 IT " 0 @ u IT □ ~ 0 I z '.l ~ 4 z rr D ~ J 4 u w z > ~ ~ ,1,' Sl ,.,.u,. " '""" ,. ""ll>'lJt• : Wl~lJt •' -.. • t.$" ' ~.-, (' ' i ·NoTE~3• 1 P(.t O~AV[l (W\>i,JCY.fT.l =·' L I. INSTA,LL CONTROL AND VALVES MINIMUM OF 2' APART, 2' FROM STRUCTURES I --OR 1-/AR0SCAPE IN SHRUB AREAS, Z.PLAC!;' PEA GRAVEL PRIOR TO INSTALLATION OF VALVE: BOX. ..--,3·:PLACJ BOXES AT RIGHT ANGLES TO HAR0SCAPE OR STRUCTURES. '---< I -s,-~ I '> i 3 '/7. 7 R.CE. N::l.29705 Date . -/ ----. I 828 .[l~TURf Q$I 2" GROVND COVER 2 FINISH GRADE NON-PRESSURE LATERAL l.,!iE A. B. C·. The installation of the irrigaUon water system shall confonn to the regulations.w,·l!Je construction of irrigation w~ :,ystems within the Irvine Ranch Water District (IRWD) and the accom9.an;<iA!rplllns and specifications. All onsite recycled ancL~ta~lc Warer pipiiig installed on this proiects~ff be i:ientified in accordance with IRVVD's. oogulai10AS and-the fnigatron specifications.. 3 L_ __ --(4 ·plJRR.f; VALVE BOX r----FINISH GRADE ~--F::=::::t==:;rr.l. PRESSURE SUPPL 'I u-/E D .. Recycled water piping shall be purple PVC manufactured for recycled (reclaimed) water systems. Marking on the purple c,/c shall include the following: . _ · Caution Recycled (o~e~;;,imed) Water; nominal pipe size; PV 1120; pressure rating pounds per square inch at 73 degrees; ASTM ~ignations such as 1785, 2241, 2672, 3139, rinting shall be placed continuously on two sides of the pipe. ~----FLOW SENSOR IL-----WIRES TO CONTROLLER REDUCER BUSHING g• ----~-PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REOUfRED ·-----PVC TEE OR EL.BOW Sxsa / E. All recyclecj.water sprinkler box covers and control valves shall e i<je~tilied. 1~. entification shall be affoced toe h irrigation valve lid ve'nlnl! valve as follows: (a) Identified valve cover with el or branded hot sta p iliarreads "Recycled (or Reclaimed) Water-Do Not Drink" use purple cover with sa e i®iililication. LEGEND: 1. APPROVf:0 VALVE BOX. SIZE AS REOUlREO. z. A.W,W,A, APPROVED FLANGED GATE VALVE. J. 1.R,1/.0. METER FLANGE, 4. 12" LONO BRASS FLANGED SPOOL. 5 PIPE DIAMETERS T DOWN STREAM MINIHIH. ~t---5" GRAVEL BED -r--r-----, Lio SENSOR srzE PIPE DIA. UP STREAM·MJNIMUM. -WIDTH'AS REQURED / (b) Attach tag to control Ive stem directly or with pla ·c U~i:St,P· «'-ifJll-'"--.'..I' ----------Pvc scH. 40 srnEET ELaow (c) A, tt.ach tag to cont«>I valve solenoid wire directly or ith ·c tie-wrap. / ------------~LATERAL LINE 2). Tags shall be weatjlerproof plastic, 3" x4" purple in col rwith the words "Warning Recycled (or Reclaimed) Nore / Water· Do;?.ot rink" imprinted on one side, and "Avisa Agua lmpura • No Tombar • on the other side. Imprinting usE // shall be pe ent and black in color. Use tags as ma factured by T. Christy Enterprises or approved equal • TEFLON TAPE ON ALL TNREADEDFITTINGS /. . • •. ·-·-•-KiGMEFR/G·,. •-•--·-•·-•-·-•-·•---•-•-·-·-·-•-· ·•-•· ·--·-·-·-•-•-·-·.L .... _,_,_f~.-•-•·W~.mJ.ns.t~pJl"-~~!!.llJ!~.Y~~IL91\i!lL~p~.;m1Pressure main line ipin rrying potable water. ~. APPROVED BASKET STRAINER, 6. 12",12",&" CONCRETE SUPPORT 111TH GRINNELL PIPE SUPPORT. --·-· ·----------------·---- -· -1·---Al'-PROVE.>-PRE~RE-R.WII-C4N~'O,L V(...-. -----· ----·---------------· ----------~----------F--'c:57~. ----~ =, -e nl": of 3 iAches wide and shall ru C<\!l!i!l.Youslyforthe entire lengt-;;-of~I constant pressure 8. 12" PEA GRAVEL, ~-10 IRRlGAT!0N srstEM-• ANGLE TO SPECIFIED DEPTH 111TH 45 ELLS. 10. BRICK SIJPP0RTS. 4 REQIJ!RE0. OFL0W SENSOR INSTALLATION DETAIL O>--P_IP_E_D_E_P_Ti_H_IN_Ti_RE_N_C_H_E_S _______ _ NO SCALE -rfillin7ln'ef piping. Tne tape shalloe al!ach to the top of the pipe Ith 'plastic tape banded around the warning tape and the / pi?rvery 5 feet on center. . <( . 1-,.-,.-.-.. ~-:::C:::ITa;Y-;-;O::;F=-,IR"V:-;;;IN-;;E=---c""'o"M"M". "D"'E"V~Ec;L-·,t;D;-;=;"'T".:-,'I· -,,i.-.,:-,;,,1".,7 ,--- . • J , ' PV.Nf,o,\ (. _,. • NOTES: STRAINER/PRESSURE REDUCING VALV~ A$~EMat:Y \ _/,. ,f---\_ i \ d. TP-~ .._0 _,,.,EOWARD A.SLIJNKA R.<::LNo,29705 c"o ~- LtG[NO: !. AnRDV£0 PULL BOX 2. IRAIGATJON INTtACONNECT CA8L£ 3. COMMON &RICK-4 Fl[OIJIA(O ◄. UL LlSTEO PVC SCH.◄ 0 S•S COUPLING s. UL. Ll!TEO PYC SCH, 40 so• SWEEP 5. PEA GAAVtL g• THICK 7. UL LISTED PYC SCH.40CONOUIT 8,tlAOUT ANO ROCFING PAPER WITH I" CRAIN HOlE ~.CONDUIT BUSHING 10.PERMANEI-IT JOENIFIC,lTION BANO I. THE ENOS OF CONDUIT SHALL SE CAPPED UNTIL PULLING OF CONDUCTORS IS STARTED. r-"-'•-"-"'-t-=C'-'ITc..Y,._,O"F-"IR:':V'-l'-N"E'-::--------c-:-c--=-O-=·.:a"1;;.M:.;·c,;D=E.:.V.=Ec::L'-• .=D.=E;;.P..;Tec·-, J;:A:c~~~ PULL BOX A-••O<Slr.EOWARD A.SLUNKA C"'t er.;,.._. ~ ~ ~ ~ ~ , .. ffi ~ 0 ~ ~ ~ ~ ~ >. . C ~ ISOMETRIC 11,C.f.. l!o,2970 B35 ~· -.,1..il ',---,FJNtSH GRAD,!; LAWN AREAS +---RNISH GRADE, SHRUB AREAS Pl.l~lE ',.,---ROUND,Pt.AST1C BOX AND COVER COVER MARKED: mR/GA TION GA TE ~~':J~\--t-_:_ ___ HAND WHEEL OR BRASS CROSS HANDLE ,r--PRESSURE SUPPLY UNE {SEE SPECSJ ,,,.---PEA GRAVEl. (MIN. 2 CU. FTJ PllRPL/5 RO/JND, PLASTIC BOX AND COVER COVER MARKED: JRRJGA TION SIDEWALK, CURB, ETC. OU/CK COUPLING VALVE (SEE SPECS.) 1;:,1'---ff-t----sTAINLESS STEEL CLAMP (3 PLACES) lllof--!H----LENGTH AS REQUIRED, 31'◄-BRASS HIPPLE PRESSURE SUPPLY LJNE FITTING (SEE SPECS.) ~----PEA GRA VB.. (MN. 2 CU. FTJ O,.......,,a_u~,c~K_C_O_U_PL_l_N_G_V:_A_L_V:_E __________ _ lfO SCALE \ _?(,'. i/1'_, 'I{, r-· ; . ! , .. --< : '1 \ L _ _.; <1 ~~/ ~ :2.es~;w12 .. ' ; I ; • .. / /--~, . ' 2.\0 di ---1--- 1080 ' " --. _r:--. I =~~~ :1t~, ~• ~-;=;Qj..;E~~IMED WATER METER. / II ' 4" ADDRESS 1qqo4.J_, MACARTHUR BLVD. -- .STATION NUMBER ' 203 + 21 ./--. AND DRIVES THROUGH EXISTING SLEEVES. REFER " , / AREA SERVED ./ 0.12 ACRES INSTALL ALL MAINS AND WIRES UNDER STREETS --1 PEAK DEMAND / 35 GPM ._T_O_C_I_V_IL_E_N_G_I_N_E_E_R_IN_G_D_RW_G_S_.F_O_R_EXA __ C_T_L_O_C_A_T_IO_N__, .-_ _..,....." EST. YEARLY DEMAND .·0.30/ ACFT. OR2.6 1• 1 ACRE --C~NT;OL~:R·.:.·l~-M~T:E:-S::~N::SSSTEEL -~;;:;; = i'i __ ~_~/\, 'o1ATIC p;~s~~-~::,~\. ENCLOSURE ASSEMBLY BY PTS. __ .. ----~ ' SA6-RB1-12 + C6 / LPP.Jl'S.-t50----OBTAIN 110 Vgt.; OWER FOR-THE CONTROLLER 'ri \ \ CONTRACTOR'TOAPPLY AND PAY FOR TELEPHONE • FROM THE-HANDHOLE AT THE EXISTING STREET ~"''1'4 SERVICE TO THE CONTROLLER. Ll@HT.ALL REQUIRED ELECTRICAL WORK SHALL BE /I I li INSTALL (1) ORANGE SPARE WIRE ALONG THE ENTIRE 'i'ER LOCAL CODES. "I }L_; f LENGTH OF THE.MAIN LINE. / , ~ri• CONTRACTOR TO APPLY AND PAY FOR THE INSTALLAJJON • • ~ ' OF A SCE. APPROVED ELECTRICAL METER. ---· {-·1 '-~ j'; THE.CONTRAC:TOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS STREETS, WALLS ETC. THIS SHALL INCLUDE THE SELECTION OF DEGREE OF ARC AND / OR PRESSURE COMPENSATING SCREEN TO FIT ALL SITE CONDITIONS. WHERE VERTICAL OBSTRUCTIONS ARE ENCOUNTERED SUCH AS WALLS, TRANSFORMERS STREET LIGHTS OR OTHER UTILITIES THE CONTRACTOR SHALL INSTALL ALL TRIM HEADS REQUIRED TO AVOID WATER SPRAY ONTO SUCH ITEMS. /---SIDEWAL.K, CURB, ETC. ,,_ __ ROOTBALl /--:---BUBBLER HEAD ~L~ ', Landscape Irrigation Water Audit: After approval 1REE WDUVJNE POCKET """"'""""' VICINITY MA , ,~-._ H. J. K L. M. N. 0. of the coverage test by the City Inspector and prior to the start of the maintenance period, the audit shall be performed by a Department of Water Resources (DWR) certified auditor. ' ' MAXIMUM APPLIED WATER ALLOWA'NCE (GALLONS PER YEAR) • I I (ETo) (0.8) q.AlJQ_.62) ETo ' REFERENCE EVAPORATION (INCH~s PER YEAR) 0.8 1 ET ADJUSTMENT FACTOfl..._____..--' LA I LANDSCAPE AREA (SQUARE FEET) /Warning tape for the constant pressure potable water piping sha I be o1qe in color the words "Caution Buried Water Line Below" imprinted in minimum 1 inch high letters black in color. J prirrtmy-shall be continuous and pennanent. IRWD shall be notified two days prior to the start of irrigation conftruction at (<14<1) 453-5300 and each work day ther2~r until completion of project. •• All pre4"ure main line piping from the recycled water system sh I be installed to maintain 1 O feet minimum • honzontal separation from @II potable wate1 piping. VVhere recy led and potable water pressure main line piping cross, the recycled water-pipings al-I be inst-ailed below th-e potable water ipin.Sn class 200 purple PVC sleeve which extends a minimum of 5 feet on her side of the potable water piping. Pr • e imum vertical clearance of 6-inches. Conventional (white)_ C p_ip_e_may be used_for_sleeving materia if.ft __ ta ed_with 3-inch wide purple warning tape_w_hJch_ reads "Caution Recycl d (or Reclaimed) Water". . The irrigation system s been designed to operate between thelhouO:oo pm and 6:00 am unless otherwise directed by the district engineer. _ 0 Adjust sprays head!!, ay~to_:reas not under the co+,,1 of the custom'.:: For example, pool decks, private patios, s e~· ,?_::..-----------j lO off~tw0-0ays.p,ief-l<l the-inigatioA system edverane-teGt at ('14'1) 453-5300 and arrange a walk through ? / I 'i..__.J ;lywith any or all of the above guidelines will plac~the s~ in violation of IRWD Rules and Regul ' ·o ,,. and will result in termination o.~ service until tfie app priate corrective measures have been taken. l : • Warn· g ~pe on recycled water constant pressure main line is oly all~ on project-by-project approval from the district eng· e, .1 If approved, it must follow these installation specificati ns: 1. a ing tape shall be used on all constant pressure mains. f-- 2. '· a ing tape shall be a minimum of 3 inches wide and shall run c • ously for the entire length of all constant / /Gi_r#sure main line piping. The tape shall be attached to the top o=ipe with plastic tape banded around the / (;a_ming tape and the pipe every s feet on center. 1 • 3/ fiming tape for the constant pressure recycled water pipin~ shall be purple in color with the words 1 • aulion • Recycled (or Reclaimed) Water" imprinted a min~um of 1-inch high and black in color. 1; ol printing shall be continues and pennanent 1' ~f . ' I I Ii I I I ' Irvine Ranch W~ter District GUIDELINbs FOR RECLAIMED WATER USE The following guidelines have been established by Irvine Rai\.ch Water District in conjunction with the Orange County Health Department and the Santa Ana Regional Water Quality Control Board. They are to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with thes·e guidelines you must: I.· Irrigatioh between the hours of9:00 pm and 6:00 am only. Watering outside this time frame must be done manually with qualified supervisory personnel onsite. No system shall at any time be left unattended during use outside the normal schedule .. 2. f.\.o I ~ I I I \ . PVC CAP ANTI ORMN VAL VE ..be-hr¥'-++----PVC SCH. 80 RISER 0.62 1 CONVERSION FACTOR (GALLONS PER SQUARE FOOTI / 48.2 f 0.8 5.200 -=-:Fl . GAL/YEAR • • 121-317 .1 • _,,. ! , '--' Irrigate in a manner that will minimize.runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to b~ compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (i.e., employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). ~1:..-~·~~~~~~~ 1-4-6111• CM X 8" gro<rld rod -IQ~M'9r4 ... ~ ~----Pacific T .::triclll StM:in M~ AIMrnblf~ tEMA3Rrwp,,afenc:loaur8(1.A.licted) 4=ir--l-lr----P" ....... --__;,,J--tt---,:«:""" -<+--1---C....W~UnlGfi--.dcontrollef/gelu L:11----1---·--- Ref«lof!Olltview(SAJ) delaill lcradciioMllnformalion 24" Metered Assembly (side view) (SA5 Series) Pacift T edini;al Ser.i::es . A.UTOMA TIC CONTROLLER 7. • , . • J. ,. ,. ""· '"" REVISIONS ISOMETRIC System Operating Time ('\ ........ , ______ ) MACI\RTHUR BLVD. MEDIAN "r--.... Aug-l!-90 _J--> sr-L No. /;I/nuts, ~°"!' : C 1 63) : CS '-~.1t( ! C2 702 : 40 35.00 : C3 3:1): 33 13.00 ' C4 702 : 40 35.00 l C5 702 : 40 8.00 Yearly Report ' Control!"°: c YHrty r-\t---:B::::U-::8:::-B.,.,L-=ER_A_S_S_E_M_B_L_Y __________ _ \._) HOSCALE ( C6 621 : 58 33.00 Gal per Year Ii 20,162.67 24,593.34 3,907.13 24,500.34 5,621.34 20,524.00 3,660: 38 99,402.72 (132.89 ccj} ! I ' ! IRRIGATION LEGEND I . SYMBOLS MANUFACTURER ITEM GPM I PATTERN R PSI P.R. ! 6 6.o J:i ' RAINBIRD # 1812-SAM-PRS-NP-8 12" POP UP 0.4 0.6 0.8 1j6 90 VAN 180 360 ~ 30 2.78 li RAINBIRD # 1612-SAM-PRS-NP..16HLA BUBBLER PCS 0.4 180 3' 30 2.76 D RAINBIRD # 1812-SAM·PRS·NP-SCST-8 BUBBLER PCS 0.2 STRIP 1.15' 30 2.76 0 RA!NBlRO # 1404 TREE BUBBLER 1 360 0.2' 30 I GRISWOLD# eos,o MASTER VALVE, . _-=-t.JS,E; w/ 14" t4-GooV. WIRIWC. . " • woo REMOTE CONTROL VN..VE " " " " " @ HAYWARb # 70 BASKET STRAINER •. (l) NELSON # 7645 QUICKCOUPUNG V/JJ..VE FOR RECLAIMED WATER I NlBCO # T-11'.'I GATE VALVE, LINE SIZE. RAINBIRD • ESP-SAT. CONTROLLER IN STAINLESS STEEL ENCLOSURE ASSEMBLY BY PTS. lJj • CATA IND . • FURNISHED BY PTS FLOW METER, -@-CONTROLLER AND STATION NUMBER s VAJ.. VE SIZE I GPM FLOW PURPLE PVC SCHEDULE40 SPRINKLER LATERAL ---PURPLE PVC CLASS 315 IRRIGATION MAIN, 2" AND 2-112• === PURPLE PVC SCHEDULE40 SLEEVE NOTE: 3. 4 . Adjust spray heads to eliminate overspray onto areas not under the control of the customer. For example. pool decks, private patios, streets, and sidewalks. Monitor and maintain the system to minimize equipment and material-failure. Broken sprinkler heads. leaks, unreliable valves, etc., should be repaired as soon as they become apparent. 5. • Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any onsite facilities. Such changes must be submitted to, and approved by, the District Engineering office.and designed in accordance with District standards. Failure to comply_ with-any or.all of the above guidelines puts your system in violation to the District's Rules and Regulations, and will result in termination of service until the appropriate correctfve steps have been taken. Irvine Ranch Water District feels that the benefits to be <ierived from the successful application ofreclaimed·water merit the operating req1,1irements that have been established. If you have any questions, or ifwe can be of any assistance, please do not hesitate to call our Irrigation r Group at ('14'1) 453-5300. " 0 SC · \~~ APr APPROVAL FOR ONSITE RECYCLED WATER 1:YSTEM ONLY CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS REQUIRING ADJUSTMENTS OF RADIUS. REFER TO MANUFACTURERS LITERATURE. ONSITE APPROVAL ______________ _,IA,..,,-J"'1i°ATE v u Oo l98S Toby M ;;;;;;;;;:;:i;;r,;;;;:: 333 Avenlda AdObe., San Clemente, CA. 92672 """"., D RJM DESIGN GROUP, INC. PLANNING AND LANDSCAPE ARCHITECTURE 2728~ US RAMBUS S 2M MISSION l'!FJO CA 9269l FROM PUBLIC STREET REHABILITATION PLANS FOR MACARTHUR BLVD. STA 198+00 TO FAIRCHILD WORKS DEPARTMENT CITY OF 14 100 1483 F 714 496-4810 PROJECT NO. SHEET RD. 9 OF 11. IRVINE I z (.') z ~ 0: 0 ~--~ ~ ~ a: ~ f 2,S::: ::J z ..--- (.') . .: z-+ ~j a: (l__ 0 \{'\ I r"i ! r-... \ ("- l_(\ " Cl::: a:~ w I\J (.') ~ I _ w I rn z 3 0 Z ti fu oc " O w ~ □ oc " 8 ~ :l 0 I ~ " z oc ii' J ~ " w " " " i -' □ . " w rn z 3 0 2 ~ fu oc " 0 w ~ □ oc " 0 □ " [ 0 J 0 I z 3 ~ " z oc 0 ~ J ~ " w ~ ~ oc rn -' □ • ffi 0 z , 0 ,, t I ~ ' I i i ' I I I I t z<;;t ..... ~ fu !{l 0 a: w CD 2 ' oc " ~ ~ ; a: [I ; O O i u ti! : 0 J 0 I z 3 ~ I ' I Lu z _J I u I- <( 2 1 8 0 0 . 0 0 + co 0) ,--- . & PLANTING LEGEND TREES SYMBOL 0 0 SHRUBS ~ BOTANICAL NAME PINUS ELDARICA EUCALYPTUS VIMINALIS RHAPHIOLEPIS INDICA 'BALLERINA' "' r<) + 0 0 "' 199 --,-~2illL----·== Fil I I l r I !·I IO IHI I i~•:7·->: :::~l'~~'.;~<:~:'.·-::-; 2:.:~~~''2_~-~ Ef ·::~·:,'~i-::~:;_.;:,_:t;/~:~::L'.~~:-~~i~-;}/: 35• I ----------- 7 T-1 COMMON NAME QTY SIZE AFGHAN PINE 7 24" BOX MANNA GUM 4 15 GAL. INDIA HAWTHORN 538 5 GAL. NOTE: ALL SHRUB AND GROUND COVER AREAS TO RECEIVE 3" LAYER. OF BARK MULCH BY: "PACIFIC MULCH PRDUCTS, DECORATIVE BARK REPLACER" , PER CITY SPECIFICATIONS GROUNDCOVER TRACHELOSPERMUM JASMINOIDES STAR JASMINE 930 1 GAL. CONSTRUCTION LEGEND 0 4" THICK RETARDENT FINISH CONCRETE, NATURAL COLOR. ( APPROX. 600 SF.) 294 S-I MACARTHUR BOULEVARD RAMP COMMENTS 24" o.c. 18" o.c. 614 .. G-1 3 T-2 MEDIAN ISLAND SHRUBS--~ 244 S-1 Tu Jr1 14' -0" SECTION SCALE: 3/8"= 1 '-0" 0 / / / / ' • /_,; -____ _ f ,; ' a 6 ct: a _j -::r u ct: / 205 I ~-GROUNDCOVER ·RJM DESIGN GROUP, INC. ' PUNNING AND L\.NDSCAPE ARCHITECTURE 27.!a~ LU IWlBW. St.rm: i~o 111.SSIC"f \1E.l0 C.l 9U9! ' ----~ --------- w z _J I I-<( 2 ... ------.. -··----·--------0 0 0 0 . <( 1- (J) f '-"' '--'--' hl+lf-~:-::-::--" ""' -, -·---=~--, .1 z nr:1":" I • . -~-' ~-...... ....,, " . ~s~~&~:..:J \=-:->a~;J_:· \:,n-~ ~-J . MACARTHUR BLVD.· PLANTING PLAN JA~J _:._,_,.,,\ SHEET FROM STA 198+00 TO FAIRCHILD RD~ 1 O oF 11 PUBLIC WORKS DEPARTMENT -CITY OF IRVINE -z (!) z ~ ([ D ~~ \j\ I I"\ r- r-- 1-(\ I ~ -Si~ ~~ :J . r-z (!) -z 'i---~ ~ ct n: 0 ([ w !(J (!) z ~ ([ D ([ w [D 2 :J z [I) i e' rn z , 0 Q z ~ > m rr rr 0 w rr □ rr rr 0 @ u rr 0 J 0 I z 3 rr " z rr 0 ... J <( u "' z rr > < g; ITT ' Q rr w m , z 0 Q z ~ ~ rr rr 0 w rr □ rr ; ' 0 u 0 J 0 I z 3 rr " z rr 0 '!; < u "' z rr > < g; ITT ' □ rr w m , z 0 0 z ' ~ > m rr ffi 0 rr Q rr rr 0 Q w u rr 0 J 0 I z 3 rr " z rr 0 ~ " <( LI "' z rr ~ < m ' □ rr w m z , 0 Q z Ii IL...._ ____ . ________ ~--- E EXAMPLE NO. I SINGLE STAKE FOR--._ 5 GALLON TREES Ll (iy EXAMPLE NO. 2 ~CURB FACE GUTTER NOTES• L TREES LOCATED ADJACENT TO SIDEWAt;K-SHALL BE STAKED PER EXAl.fPLE NO. I 2. TREES ADJACENT TO CURB ONLY SHALL BE STAKED PER EXAMPLE NO. 2 "3.OPEN SPACE LOCATIONS SHALL BE STAKED PER EXAfJPLE NO. ll OR AS DETERMINED BY PREVAILING WIND OR AS DIRECTED BY CITY EXAMPLE NO. 3 INSPECTOR ======== CITY OF IRVINE TREE STAKING Aoof'O..-.cl By: EDWARD A. SLllNKA ..,_ COMM. DEVEL. DEPT. ORIENTATION TREE STAKING ORIENTATION 0 STANOAAD PLAN NO. 915 si-u.ot...L ---,---- C D l"MIN. ,-,_ ___ -" .. , .. :,;: ~ .. ~'r ;,,7 PLANTING TABLETS SET . ~,. • :'~ 3" ea.ow GRADE NOTES: . . ,:,,: . i:"'. BACKFILL PER APPROVED AGRONOMIC SOILS REPORT COMPACTED NON·ORGANIC BACKFILL PER APPROVED AGRONOMIC SO:LS REPORT '----UNDISTURBED SOIL I. BACKFILL MATERIAL SHALL NOT HAVE PARTICLES GREATER THAN 1/2.~ 2. HOLE TO BE EXCAVATED TO I¼ TIMES THE DEPTH ANO 2 TIMES THE DIAMETER OF THE ORIGINAL CONTAINER. CITY OF IRVINE COMM. DEVEL. DEPT. STIJIOARD 1---~-=-:..:..=-=...::..;.;...::.;=--_;;;_;;;.;=;.;;.,=;;..;.=;;;_;;;.;;;;..;;.;_-I PUN NO. REVJSK)N3 SHRUB PLANTING -•r-ECWARD A. SLUNKA ..,_ SHRUB PLANTING .3 7 R7 908 R..C.E. No.2970 De.hi Sheietl.01.L REVISIONS CITY OF IRVINE COMM. DEVEL. DEPT, STANDARD ,.:;::=='--1....;;.;.:...;'--~-"'-'-'-=;;;;...---~=--'-"..;;;;."-"'='-"=-"-'-i PUN NO. GROUND COVER SPACING .J> ,..,. 'd. u 918 -By: EOWARD A.SLUNKA .C.117 En~lneer . R.C.E. No. 2.9705 • Date GROUNDCOVER PLANTING A B D I 7 u DETAIL: OSE EE LIMB PLUS 4• " • , .' T;!EE LIMB • ""'°""' • ,r .. - . • ~~~~. ~;-'h,.. ~. .A Ill\ nr. . ·:-·-~1;;.,~:~ ·:- /~~~~~<~::. ~~.v~~~,~l -~.. , ~tr r·'.'~ .. '<It' .. .,.~.. • -:. ........• .... • . ,. -:,1/\ •:, s ~ • " . . SEEDETAI APPROVED GUY WIRE ANO COVER. INSTALL COVER IN LAWN AREAJI ONLY.' ,,,,. ___ aJY A/J f.!Clll::= TO !:IJ;:;:Q;lT n;;m t.:lrl.11 h!tll~O ' ADDITIOIIAL GUYS AS DIRECTED BY CITY ENGINEER.: PROVED RUNI( p . . . a . -.f:'l--6" NOTES; -•• I. GUYING OF TREES MusT. RECEIVE PRIOR APPROVAL BV THE CITY ENGINEER. 2.PLANTING TABLETS SHALL BE INSTALLED PER TH~ SPECIFICATION. • 3. PLANT PIT TO SE EXCAVATED TO ·•1 ~;z TIMES THE DEPTH AND 2 Tlf.tES-THE DIAMETER OF THE ORIGINAL CONTAINER. . . • • . . . ~--= CffV ~ IJi1fL?G COMM. DEVEL D~ ·= --=-c,;a.-. ........... aa... .. T .. R_E,_E ___ G_U_Y_IN_G.__ ..... ...,.;;;.,;;;=.~ FU::l 1:r::1 TREE GUYING PLANT TASLET--- TO BE INSTALLED PER THE SPECIFICATIONS· o"u 24" ·v ~-;.:>-=..lzl=~·mEE slJPPORT ,\ppfiox. 611 • BELOW PRIMARY BRANCHES. USE GALVANIZED tHREADEO NAJLS-I 1/41: . IF TRUNK IS 41 611 OR LESS, crn·LY· ONE SUPPORT IS • REQUIRED APPROX. G" BELOW PRIMARY BRANCHES ll' • BASIN TO BE REMOVED PRIOR TO END OF MAINTENANCE .. L PER APPROVED . RONOMIC SOILS REPORT OT 'SALL COMPACTED NON-ORGANIC BACKFILL PER APPROVED AGRONOMIC SOILS REPORT IIATIVE SOIL 611 • AUGER HOLE ANO BACKFILL NOTES: ·:' :at:.:p:E~v:.,o AGRONOMfC J. BACKFILL MATERIAL. SHALL NOT HAVE. PARTICLE SIZES GREATER THAN V2': 2.PLANT PIT SHALL SE EXCAVATED TO li;z TII.IES THE DEPTH AND 2 °TU.tES THE DIA MENTER OF THE ORIGINAL CONTAINER. , . • 3. DOUBLE STAKE ALL TREES IS GALLON SIZE AIIO LARGER UNLESS DIRECTED OTHERWISE BY CITY ARBORJST OR ENGINEER. 4. SEE STANDARD PLAN 915 FO~ TREE SUPPORT _ORIENTATION. CITY OF IRVINE COMM. DEV,EL.,..ElEP: I I • ! I Acproy9d'Dy:"EDWAROA.~ICA. ... .,....,_ ai..t..!.or .l.. JAN 061999 TREE STAKING MACARTHUR BLVD. PLANTING . DETAILS FROM STA 198+00 TO FAIRCHILD RD. SHEET l 11 OF 11 I , -----..:..:.J I ~~~~~-~~--~~-J