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HomeMy WebLinkAboutR_6028_SUlB -"'IGELES COUNTY SAh'l'EM!♦---"'ll.WTY """""" '°""' VICINITY MAP JOHN WAYNE AIRPORT PROJECT ___ _,_LOCATION UPPER NEWPORT BAY __ , LOCATION MAP &AMOIEGOCOllt,/TV CO .LINTY OF ORANGE QC PUBLIC WORKS SANTA ANA, CALIFORNIA JESS A. CARBAJAL, DIRECTOR PLANS FOR CONSTRUCTION OF KLINE DRIVE I ENT_ FROM ORCHARD DRIVE TO 7 50'± SOUTHERLY AND R ~HARD DRIVE RM DRAIN FROM RIVERSIDE DRIVE TO 900'+ UPSTREAM IN THE CITY OF NEWPORT BEACH - AS BUILT .. r . ·.1, - PROJECT NO. EC 41245 MARCH 2011 CORRECTIONS BY CtAOO 1 ,f: FUNDED BY: CONTRACT NO. DATE 9.. /.:2_ 7/ ~.-n1"9 REA TERED SANTA AN A HEIG H TS PROJECT A REDEVELOP MENT BONDS AD MINIS oc COMMUNI TY SERV ICES ( occs) BY /' SHEET 1 2 J 4 5 6 7 8 9 BC BCR BVC CB <t C/G CF EC ECR EVC FL FS GB INT L LP I N DEX OF S H EE TS DESCRIPTION lllLE SHEET TYPICAL SECTIONS & CONSTRUCTION NOTES DETAILS STREET IMPROVEMENTS STREET IMPROVEMENTS STORM DRAIN IMPROVEM ENTS STORM DRAIN IMPROVEMENTS SIGNING AND STRIPING \ GRADING UST OF AB BREVIATI ONS BEGIN CURVE BEGIN CURB RETURN BEGIN VERTICAL CURVE CATCH BASIN CENTERLINE CURB AND GUTTER CURB FACE END CURVE END CURB RETURN END VERTICAL CURVE FLOWLINE FINISH SURFACE GRADE BREAK INTERSECTION LENGTH LOW POINT MOC NO. NTS o.c. PCC PRC PROP RP R/W SCE ST STA TC TCE vc w MIDDLE OF CURVE NUMBER NOT TO SCALE ON CURVE POlNT OF COMPOUND CURVE POINT OF REVERSE CURVE PROPOSED RADI US POINT RlGHT OF WAY SOUTHERN CALIFORNIA EDISON STREET STATION TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT VERTICAL CURVE WIDTH UTI LITY OWNER PHONE NO. CONTACT COS TA MESA SAN ITARY DISTRICT (949) 631-1731 ROBIN HAMER S _ _JRVINE . RANCH WATER DISTRICT (949) 453-5551 MALCOLM COR TEZ SOUTHERN CALIFORNIA ED ISON (714) 895-0242 RYAN VER GARA TIME WAR NER (71 4) 903-8337 JOE BARR IOS .. SO. CALI FORNIA GAS COMPANY (714) 634-3267 GAVE BALD WIN UNDERGROU ND SERVICE ALERT (800) 422-4133 -/ -- AT&T GARY BODENWEISER '-~ /' DEVIATIONS FROM CITY OF NEWPORT BEACH ' STANDARDS PER APPROVED PROJECT REPORT CITY OF NE WP OR T CRITERIA BEACH STANDAR D KLI NE DRIVE R/W WIDTH 56 FEET 30 FEIT CURB TO CURB WIDTH 36 FEET 28 FEET SIDEWALK BOTH SIDES : ·NONE DESIGN SPEED 25 MPH 17 MPH PARKING BOTH SIDES ONE SIDE PARKWAY WIDTH 10 FEET 0.5 FEET MINIMUM CURVE RADIUS 250 FEET 100 FEET CURB TYPE f5' TYPE A ROLLED POST-PROJECT OWNERSHIP AND MAINTENANCE: CITY OF NEWPORT BEACH HORIZONTAL DATUM VERTICAL DATUM BASI S OF BEARINGS IRVI NE RANCH WATER DISTRICT FIRE HYDRANT AND APPROVAL OF WATER METER RELOCATION FACILITIES ' ....l&-1-C. •/~1/1, --A-=P=PR=-'=o::--:v=ED:--:B::--:Y----;-,,.-------DATE ~(,11 S PERVISED BY DATE REVIEWED BY DATE OTHER AGENCIES , CONCURRENCE: DA A. WEB DATE DEPUTY DIRECTOR CE PUBLIC WORKS/CITY ENGINEER CITY·OF NEWPORT BEACH CONCU RRENCE: +<Ov l?o,.,,...._ ,, Lf-13-1\ KAREN ROPER, DIRECTOR DATE OC COMMUNITY SERVICES i ORANGE COUNTY PUBLIC WORKS SUBMITTED: ISAAC ALON ICE. P.E., T.E. DATE MANAGER, OCF'W ROAD I TRAFFIC ENGINEERING APPROVE • tGNACIO G. 0 A, P.E. ATE DIRECTOR OC ENGINEERING I CHIEF ENGINEE R COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORN IA COORDINATE SYSTEM ICCS83), ZONE VI. 1983 NORTH AMERICAN DATUM (199 1.35 EPOCH. O.C.S. G.P.S. ADJUSTMENT!. DISTANCES SHOWN ARE GROUND. MULTIPLY GROUND DISTANCES £Y 0.99997340 TO OBTAIN GRID DISTANCES. PREPARED BY: • 'I 1 --INC. 19 TKHNOI.OGY D«M IMNE, CA 92618 949.~3.6000 -· UNDER THE RESPONSIBLE CHARGE OF: ESS/ c. " 0. 62813 t /J0/12 CIVIL O.C.S. BM. #3N-50-70 O.C.S. BM. #3N-54-77 O.C.S. BM. #CM-51 -89 NGVD 29 197 6 ADJ . ELEV .= 46.998 ELEV.= 34,885 ELEV. = 63.7 11 2008 AD J. OF 1976DATUM • (46.841 I [34.795) (63.644) • SEE SURVEY SUMMARY AND LEVEL RUN INCLUDED lN KLINGENBERG NOTES GEOMATICS FILE #078PW-RD560020 ,, NO. DESCRIPTION . THE BASIS OF BEARINGS HEREON IS THE GRID IN VERSE BffiVEEN OCS GPS STATIONS #6169R1 AND #6158. BEING N 4()037'4 l "E. . " SHT. -APPROVED .• DATE '-R EVI S IONS , DATE W. o. NO . _E_H_25_0_59 __ _ DWG. NO. _M_O_l-_1_01_-3 __ ( SHEET 1 OF 9) IRWD CODE 5156 ~ l,J -./1 5 \-j .B ";:] ~ .:1 t1': '--..., VJ ~ 3 1--rD V) a. I ::!: Vl a. <:[_ (\J -.,. I (') cu ~ --13 D (\J ..... j er, ..... (') 0) '" "t, c,..... -f 0 0 0 1-- V) '.l.l Cle 0. ::, / § ~ ;'< A / 0 \)) 0 II) "2 (D .,. ::J .... ~ (\J ... 0 V) ru / :r ~ "' +' r-J u ., lcl .,, :r 0 <.. .___) 0. / w > • ' ' ' ,_ EXIST R/W PROP PROP PROP ~,;1--w--------------=3c..::.:ojc::.:_. ------------R~w 1.0' 0.5' 14.5' 14.5' 0.5' -~ AT LOCATIONS lltiERE EXIST FENCE, REMOVE AND REPLACE x FENCE 1' PAST R/W 7 DAYLIGHT 20% TO EXIST 12.00' X 30,00' ]§3] PROPOSED 24" STORM DRAIN BCR 6• CF48.05 TC 47.55 FL 18.00' 16 .50' 9.D' 11 .5' 11.5' TYPICAL SECTION KLINE DRIVE NTS EXIST C/L 60.lo· 18.00' 1.so' -te;-21' -~ ,-@] ~- ~ TYPICAL SECTION ORCHARD DRIVE NTS 48•43 TC 6" CF-BEGIN TRANS 47.93 FL 48•21 TC O"CF-END TRANS 48.21 FL 48•25 TC MOC-D"CF 48.25 FL 48•29 TC O"CF-BEGIN TRANS 48.29 FL 48•95 TC 6" CF-END TRANS 48.45 FL ECR 49.DO TC . EXIST 6" CF 48.50 FL --=D-=E;.:_P.:....;;R=-ES=-S=-=E==D:;:_C=-U=-=R-=--=B:c....=...DE=-T-=-=--A-=I L=--__,f/0 NOT TO SCALE ~ X X .30.00' A. 8. IRWD WAI at NOlES ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDEUNE AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL" AS LAST REVISED. AT LOCATIONS lltiERE EXIST FENCE, REMOVE AND REPLACE C. THE DISTRICT'S ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 FENCE 1' PAST R/W HOURS PRIOR TO START OF WORK. EXIST GROUND D. THE WATER SYSTEM SHALL BE STAKED BY THE DEVELOPER'S ENGINEER AT DAYLIGHT 20% TO EXIST 12.00' A MINIMUM 50-FOOT STATIONING INTERVAL IF THERE ARE NO EXISTING CURBS. E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. 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 WILL REQUIRE AN EXTIENSION AS PER IRWD SID. DRAWING W-2.3. G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 45-INCHES BELOW FINISHED STRf;l;T SURFACE ON ALL PRIMARY ANO SECONDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH TIHE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK AND SHALL BE LOCATED A MINIMUM OF .3 FEET FROM TIHE ECR OR BCR AT INTERSECTIONS. I. J. K. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 200, AWWA C-900 PVC, UNLESS NOTED OTHERWISE. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION 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. EXIST WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE LOCATED SO THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. R w L. M. N. 0. P. Q. METERS SHALL NOT BE PLACED WITHIN ANY SIDEWALK OR DR IVEWAY AREA. CURBS SHALL BE INSCRIBED WITH A •w• INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES BY USE OF A 4" GRINDER. INDIVIDUAL PRESSURE REGULA TORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE AVERAGE STATIC PRESSURE IN THE MAIN IS EQUAL TO OR GREATER THAN 80 PSI. CURBS SHALL BE INSCRIBED WITH TIE DOWN OF ALL VALVE LOCATIONS BY USE OF A 4" GRINDER. THE CONTRACTOR SHALL EXPOSE JOIN POIN TS TO THE EXISTING WATER SYSTEM FOR VERIFICATION OF LOCATION ANO ELEVATION BEFORE CONSTRUCTION. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVI TY, TURBIDITY, AND ODOR. THE TURBIDITY 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. R. THE CONTRACTOR WORKING ON THE IRWD WATERLINES MUST HAVE A VAUD C-.34 LICENSE OR A CLASS-A GENERAL CONTRACTORS LICENSE. S. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMIT FROM THE STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF EXCAVATION. IRWD CONSTRUCTION NOTES NOTE NO DESCRIPTION QUANTITY 711----I FURNISH &: INSTALL NEW FIRE HYDRANT PER IRWD SID. DWG. W-8 INSTALL SALVAGED 1• WATER METER, 1" SERVICE, BOX, & CUSTOMER SERVICE VALVE PER IRWD SID. DWG. W-1 &: W-2 1----I REMOVE EXI ST METER, BOX & SERVICE ADJUST TO GR ADE WATER VALVES PER IRWO STD. OWG. W-22 &: W-23 751----IREMOVE EXIST FIRE HYDRANT PROTECT IN PLACE FIRE HYDRANT >----1 PROTECT IN PLACE WATER METER PROTECT IN PLACE WATER VALVES 1---"-tABANDON 4" ACP AND FILL WITH CEMENT SLURRY FROM STA 3+40 TO STA 4+25 AND FROM STA 7+00 TO STA 10+10 REMOVE EXIST 4" ACP _FROM STA 4+25 TO STA 7+00 (SEE NOTE BELOW) 1---1flJRNISH AND INSTALL WATER METER BOX PER IRWD SID. SPEC. 03462 82 REMOVE EXIST VALVE AN D INSTALL BLIND FLANGE PER IRWO STD. SPECIAL NOTE PORTIONS OF IRWD'S EXISTING 4" ACP WATERMAIN TO BE REMOVED (NOTE NUMBER 80) ARE CONSIDERED A HAZARDOUS WASTE AS DEFINED IN SECTION 25117 OF THE HEALTH AND SAFETY CODE ANO ARE REQUIRED TO BE REMOVED TO A CLASS I, CLASS II, OR CLASS Ill DISPOSAL SITE IN ACCORDANCE WITH THE PROVISIONS OF EXISTING LAW 2 EA 13 EA 13 EA 3 EA 1 EA 2 EA 1 EA 3 EA 39 5 LF 275 LF 1 EA 1 EA LEG END STREET IMPROVEMENT CONSTRUCTION NOTES I .] [I] CONSTRUCT 6" AC OVER NATIVE SOIL (95% MIN RELATIVE COUPACTION) [I CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.12' UIN) t;.:'··\,:1 ffi CONSTRUCT 4" PCC CONCRETE (TYPE II CEMEN T), OR PER SOILS ENGINEER'S RECOMUENDA TION [I CONSTRUCT CONCRETE ROLLED CURB PER OC PUBLIC WORKS SID. 1201 [fil CONSTRUCT 6" CURB &: GUTTER PER OC PUBLIC WORKS STD. 120-1-0C [ID CONSTRUCT TRANSITION FROU CONCRETE ROLLED CURB TO 6" CURB & GUTTIER PER OC PUBLIC WORKS STD. 1201 [II CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN INLET PER CITY OF NEWPORT BEACH SID. 304-L E,·\,;o;'i,I [ID CONSTRUCT CURB ACCESS RAMP PER NEWPORT BEACH STD. 181-L-B, CASE "L". I ·1 [[} CONSTRUCT 0.65' AC OVER NATIVE SOIL. SEE CHY OF NEWPORT BEACH SID. 105-L-C lj]] PROTECT IN PLACE I~ '\ ~-<I l1.1l-COLD PLANE EXISTING PAVEUEN T (2" MIN DEP TH) AND RESURFACE. SEE CITY OF NEWPORT BEACH SID-1 05-L-C 1--~~ -.: .. ~-:-.. , ~ RECONSTRUCT EXISTING CROSS GUTTER. SEE OC PUBUC WORKS STD. 122-1-oc'.:. I!]--CONSTRUCT DEPRESSED CURB FOR FlJnJRE RAMP. SEE CITY OF NEWPORT BEACH STD. 105-L-C AND DETAIL A ON SHEET 2. -~ HYDROSEED EXPOSED SLOPES PER GREENBOOK SPECIFICATIONS ~ TY~E 2 SuJi€fZY S1::A.L hl}-LL+JTRL,£ r U...x...+-1:;; re o,~~v~ rc._-i~--=-""c~ fl::'2--~vE SIG NING AND STRIP IN G CONSTRUCTION NOTES DETia ''-,~>IE:ET,; = INSTALL WH ITE PAVEMENT LEGENDS AS SHOWN. ~ Ifill INSTALL 12" SOLID WHITE UNE = INSTALL TRAFFIC SIGN AND POST (TYPE PER PLAN) = ~ INSTALL FIRE HYDRANT MARKER PER CITY OF NEWPORT BEACH SID. 902-L STORM DRAIN CONSTRUCTION NOTES lor, CON STRUC T 18" RCP eo LOAD PER PROFILE) 'MTH REINFORCED PIPE """ BEDDING PER OC PUB IC WORKS STD 1319 ~ CON STRUC T 24" RCP (0-LOAD PER PROFILE) WITH REINFORCED PIPE BEDDING PER OC PUBllC WORKS STD 1319 = CONSTRUCT JUNCTION STRUCTURE TYPE 1 PER CITY OF NEWPORT = BEACH STD-310-L ~ CU T AND REMOVE EXIST 24" RCP i:;-:, CONSTRUCT CURB INLET TYPE OS PER CITY OF NEWPORT BEACH ~ SID-306-L ~ INSTALL CDS MODEL PMSU20_.20, OR APPROVED EQUAL . LEGEND 'A' \::,I NOT USED I"-."-1 (BJ REMOVE EXIST AC PAVEMENT AN D BASE IC' \ J REMOVE EXIST CURB AND GUTTER f;, ::,,>,A ~ COLO MILL EXIST ASPHALT PAVEMENT {0.12' UINA AND TACK COAT ALL JOINTS AND SURFACES PER DETAll A ON S EET 2 '(' \::,I REMOVE AND REPLACE EXIST FENCE AND GATE IN KIND, OR AS NOTED ON PLANS ANO SPECIFICATIONS. LOCATE 1' BEYOND R/W. (F] REMOVE ANO RELOCATE EXIST MAILBOX BEHIND CURB 'G' >.:::/ REMOVE AN~ REPLACE EXIST FACILITY TO LOCATION PER PLAN TYPE PER PLAN) AS SHOWN ~ NOT USED , I ' RELOCATE EXIST POWER POLE (BY SCE). POWER POLES ALSO CONTAIN '-.:../ AT&T FACILITIES. (J) ADJUST EXIST MANHOLE/VAULT TO GRADE (TYPE PER PLAN) 'K' ADJUST EXIST FACILITY TO GRADE (TYPE PER PLAN) ' ' I (L) ADJUST EXIST FRAME AND COVER TO GRADE (TYPE PER PLAN) L"-'--1 'M' \. 'J REMOVE EXIST CONC AREA (N) REMOVE EXIST TREE ANO ROOTS ro, \. ./ SAWCUT EXIST AC PAVEMENT OR CONCRETE (P) REMOVE EXIST AC SIDEWALK to' REMOVE AND RELOCATE EXIST SIGN \ J -(R) NOT USED 's' ' I ~EMOVE EXIST FENCE AND VINES UTILITIES IA!-=-cOSTA MESA SANITARY DISTRICT [[)-sOUTHERN CALIFORNIA EDISON COMPANY ~OUTHERN CALIFORNIA GAS COMPANY.(,,.--------------------~ @J-,RVINE RANCH WATER DISTRICT 7 IRVINE RANCH WATER DISTRICT (CODE 5156) AS BUILT FIRE HYDRANT AND APPROVAL OF WATER METER RELOCATION FACILITIES COR RECTIONS BY CJ..Ntl: \h CONTRACT NO . ____ _ r~-:vyrl{~ SUPERVISED BY '3, /1J,fr, .. DATE ~I/II DATE DATE ;J,/::17(:291-:2, , REVIEWED BY DATE / ~ 15 0 z ::, f;l "' <( Q. w "' Q. >' en 0 w i3 in w 0 a: a. a. <( I!! <( 0 z 0 F fl, a: u V) w 0 " a: <( ::i, , "' w Q I 0 :,; 0 w z ~ iii ... i 0 ~)-.'. • < 1/) um "' !;l < ' •• sl w 0 w 8 ,._ ~i z wi l5 I 0 ~o ~o "' i 0 oo 0:: ~ ' z iii ... iii cc . . .,i._ < "' ~ 1/) 0 ' vi oc>-OC 0 -' Ill ow 0 .. r;: < Q. < w I C, (/) i z"' <( a:: liG a:: 0 o3' "-u 1~1 o_. >-CD >' l~ri >-::, a, z 0.. C ::, 0 w •. 1 Do ~ u "-w "' a. (/) z z (/) 0 >-0 z w f-f-~ u ~ u :::> (/) 0 w a:: er w 0.. (/) :::!: f-f- (/) 0 ~ __J z z a:: <( Cl u 0 w u z -' 0... "' >-~ f- Sheet Reference Number , C-101 Sheet 2 of 9 .S"IS,i ' I- 0 0.. ::,:: 0.. -ITT CD st" -- C'1 --C) ('U ...... C) C'1 ...... r'l Ol ;,, ~ n.i 0 0 0 I- (l'.I Ct: 0.. / l:J >' 0 / 0 0 If) (X) st" st" ('U st" 0 cu / Ill +' u a, ·-, -~~ -:::-~ > w •• ;; I -,~- •, :"-■ ]"' ,, -,. --,, ,,. . , " . ·-·" -,. . ,. ... " . ,, -.. . . ,. . ,, . ·-..... ,.._ , ... •• ~ /.S. . -,. . _,, ''-r r _ I . --J> . ~-,, . ,._ ,ill,./, . · .. /) ·. ,, ·> /IR ,r:_. . ,,. It . . /J· _.,. • .. . ,. ' . lS lo -,j ,: . . . , . " ". -,. ,, . ,, . . . . .. . .. . -,..,. ··- NOTES, ~ Tr-'"'"'1'1on to &tO""t not 1N6 tlDI 15' bevon4 end ot c:u-t,, r•hrn. 2. Street w1e1m SMO DO __,.ea 1rom flOW ltlO tc, tloW - CONCRETE ROLLED CURB, PRIVATE STREET " 6 H .. RDMD STD. 1201 NOT TD SCALE I t • (10 ft) I: l (4 ft) I Vories . .. , . . • I ,,._ ' I -•· I I , 1.-I ..,..,,~ • I..::; .... ~, .• tf:-... T I I I <r" 6,1> II II 11 II II II . II II 11 ,+q: 0'1 11 TC, {(C\"' l, 'r,l I .i {,, c.w.R13 Sae note, X 1~ and 16 _,_-= S.....flB..,_ 0--.....,-.,--11--..... --earth • 1/12 0.0. 111n. ~ lledclhglo----' CASE "L" LrmD1F,EO ) ... c.o. llln.. Opt-trench al<le ....,. for deep ........ _ or une-loll w z ::::; m Q:'. :::, 0 f--ff' __, __________ w ---------.J LL 0 io io NOTES: 4 . ., ~ ., 4 • . I .,:I ., 4 • BATTER 3:12 SLOPE 8.3%"" .. 4 • • " -.• <f • " •• 4 • ., • LEVEL_. . A 1. GUTTER WIDTH, W, IS 18" UNLESS OTHERWISE SPECIFIED 2. CURB AND GUTTER SHALL BE CONSTRUCTED FROM PCC. 3. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTER SHALL BE ROUNDED WITH A 1 /2" AADIUS. 4. PLACE ASPHALT CONCRETE SURFACING 3/8" ABOVE PCC GUTTER. CURB AND GUTTER RDMD STD. 120-1-DC NOT TO SCALE NOTES I. If" DISTANCE FROU CtJRfJ TO BACK Dr SID£WALJ( IS TOO SHORT TO ACCOMODATE RAMP AND 4 ft. PLATFORM (L.AJolDING) AS IN CASE A. 1H£ SIDWALK /JAY 8£ DfPRE:SSED LONGITUDINALLY AS IN CASE B OR C OR MAY 8£ ltlDENfD AS IN CASE D. 2. IF SIDEWALK IS 1.£SS 1HAN 6 ft. MID£, THE: FULL ltlD TH OF THE SIDEWALK SHALL B£ D£PR£SSfD AS SHOWN IN CASE C. J. llfi£N RAUP IS LOCA ID> IN CENTER OF CURB RETURN, ~OSSWAUC CONFIGIJRA OOH NUST BE: SIMILAR 10 THAT SHOIIN FOR CASE E TO ACCOlol/JDDA TE WHERCHAIRS. 4. RR CASES F AND G, 1HE LDNGIIUDINAL PORTION OF TH£ S/OCWAU< UAY NEED 1V BE DD'R£SSED AS SHOIIN IN CASE B. 5. IF LOCATED ON A CURB 7H£ SIDES OF 1HE RAMP NffD NOT B£ PARA11£1., BUT THE /JIN/WU llfD1H OF 1HE RAMP SHALL BE 4 ff .. 6. 1iUNSITIONS FROM RAMPS TO WALKS, GUTTERS, OR S"TmTS SHALL BE FUJSH AND FREE OF AfJRUPT CHANGES. 7. SIDEWALK AND RAMP 1HICKNESS, "i, :.HALL BE of In. MINIMU/rl, B. TH[ RAMP SHALL HA\IE A 12 in. llfD£ BORDER M1H 1/4 in. 6ROOV[S APPROXIIIAm Y 3/4 in. ON CfN1rR. SEE Q<OO\IING DETAIL 9. -==er~lE't~Tc!~aSZfNl~tkSE 10. RAMP SIDE SLOPE VARICS UNIFORIII.. Y FROM A IIAXJMUM OF HJ% AT CJJRB TO CONFORltl WITH LCWGfTUVINAL SIDEWALK SI.OP£ ADJA<DIT TO TOP OF 1HE: RAMP, EXCEPT IN CAS£ C. II. UTIUTY PULL BOXES. /JANHa.ES, VAUL1S AND ALL OTHER UTIUTY FAC1U11ES Wl1HIN 11-1£' BOUNDARIES OF 11-1£ CURB RAMP MI..L BE REI.OCA1ED OR ADJUS1ED TO GRAD£ BY 1H£ OIWER PRIOR TO, OR JN CON.RJNCTION 1111H, CURB RAUP CONS1RUCTION. 12. 11/IXIMUM SI.OPES OF ADJOINING GIJTJffi, 1H£ RON) SURFACE I/JIM£DIAmY ADJACENT • TO 7li£ CURS RAUP AND CONTJNUOUS PASSAGt TO 1HE CURB RAMP SHALL NOT £XctED 5 PERCENT MTHW 4 ft. Or 1HE TOP OR BOT70/,I OF 1HE CURB RAJIP. NOTES: CURB ACCESS RAMP CITY OF NEWPORT BEACH STD. 181-L-B & 161-L-C NOT TO SCALE 1, BeddlnQ A Sl'IOII be C:Ofl'llQffd of &on<I, No. 3 or 110. 4 crushed roe1< or o,-ovel per S1'<lndord Speelflcotlons or o-tn...-granular materlot as mov be specified Or" 01>1)1"0V8d bv the Engineer. 2. Be<kllnQ B .snon t>a conposed of sond or othw g,.-onuklr motwlol a& mov tie specified or-opproved by the EnQlneer oral Sholl conform to Section ;106-1.2.1 of tne Ston®r<I Specifications. 3. 68ddlng .B Sholl be coiq>octed to o relative cOlll)(lctlon of not leu thOn 90 percent unless othel"wise sPeclfled. 4. Bedding 8 eh011 be plocecl In tWQ or 11101"8 llfte -for 0.0. greoter than 60 Inches. • • 5. Bockflll Sholl be per SeetJon 306-1.3 of thB StondOr'd Specifications. 6. lllhere the cover 18 8 feet or lei.a. ·w-aust be gr-eo-ter thCl'I or equol to 6 inches. 111'\ere the cover Is oreoter tnon a feet. ·r nust be between 6---on<I 18 lndle& ncluliive for pipes 1.4> to one! lnclucllnQ 96 Inches In dlollllltBI". For pipes OYBI" 96 lnchas In diameter .... lt\lSt be bet\illlen 6 Clnd IZ inchms hclualve. 7. T shall include the thickness of ony el'IOrfnQ. 8. Shoring Shall be o rrtnlnun of 6 1nch86 from the pipe at llllf'lngllne. 9. An inproved bedding n»thO<I Gholl be eubrnltted to the Engineer for cinv •w-ot"-r' thon thot permitted In note 6. • 10. The trench tlottom Sholl be st,ope<I oe shown, or the contractor, ot hls Ol)tion mov cnoose 001" to screed .bB<ldlno "A" In which cose. tl'le p_,e shell be baekfllled to a depth of Y4 0.0. with trench boc:kflll alur-ry ot his expense. IL Thlll beddlig detail aholl onlv be U6ed for R.C.P or 0$ approve<! by enQlneer. 12. PICIStlc pipe be<ldlog :inou be detoile<I on plan&. -/iffTEJ/ FL L ST/I-DH. rR SlJ-316-i J/1.Ulllfi.£ KIT SECTlllN fl-A CIRB DL£T STIIIL:TIRC L Hl!Tr:H IOlll,IL S111£IT IRA//£ Pl.AH LOCAL DEPRl:.SSION 2' aRJJ FM:£ 2' A ~ INL£T r£N£R/+L NlJT£S, l 'H' 1£PTH FIR ALL 1JOX£S IS 3'-6' IH.t:sS DTl£RIIIS£ SPa:IFIED. 2. FOR '-t' VALL THICKNESS, SC( TAllL£ fT 1ll.£T PLAN. l HflGHT DF CIRB IPfNJNG Vll.L VARY VITH TH£ TYPE: C1F CVKB AND SHALL 11£ 2' 6Rflt1£R THAN CVRB FACE. US£ FAC£ PLAT€ S1l1IIN ON STD-311,-1.. 4, REHCliUNfi STUJ. SH/ILL 1£ 14 BARS~ 18' f;CNTfRS Pt.AC£» J-J/e' a..EAR TO /JJSII£ fJf' 1Jt1X LN.£SS DTl£R',IIS£ SHfJ',/N. ~ STEPS, IOI£ R£W1R£1J VH£Rf 'H' IS 3'-6' OR L£SS. INSTALL DN£ STE:P 16' ABllV£ FI.OOR 6. 7. 8. 9. m lL 1e. 13. ltll£N ?f' IS WR£ ~ 3'-6' AND L£SS THAN 5'-ll', ll1DIC 'H' IS NlR£ THNI 5'-0-, STEPS SHALL JJ£ fV£M. Y SPAC!JJ AT 12' llfTfRVAI..S FRIM 16' ABOV£ FU/DR TD VITHIN J2' CF THC TfP fT T1£ IIOX Pl.AC£ STEPS IN WALL VITI-WT PIP£ lHNINGS. SE£ STIHlH-L. HANHtJI..£ SHALL JJ£ PI..ACDJ IILlHi BACKVAU., IWHII.£ FRAN£ /lND CDVDl SHIILL JJ£ ALHMIBllA FWN/JllY IA-IS3D Oil fQUAL 't/ITH LCJCXJN6 JJCVICE ANIJ UTTER 'IJ' fM NIii£ Pl.A TE', CIJRB S!CTllJN SHM..l. HATCH AJJJACENT !lRB. SJRFAC£ OF ALL ctMCRITr SHALL CllNFlJRJI IN SHAPE, liRADf, CU . ./R, FINISH, /WB $ClJRIN<i, T(J EXISTJMi lR PRil'fJSCI) Cl.RB MID VALK ADJACCNT m Tl£ 11AS1N. D«IPT FUR /NI..E:TS US£IJ AS .RJHCT1lJN /JDXfS, JJAS1N Fl.flRS SHALL HAVE: A H1NIHlM SLlJP( OF 12>3 fROH ALL IJIR£CT1/JNS TDVARD DUTL.£T P11'£. GAL VN(JZING ALL D<PCJSfJJ NETA/.. SHALL B£ Hl1T IJJP GAL VANIZDI IIFTf:R FABRICATifl4. CX/TLCT Plf'f. SWILL BC rRJJf£B TD THf FINAL SHN'C ll1lRf CIJCR(Tf IS PCUf!IJ. PJK<S> CAN 1IE PLACfll IN ,wr WALL, Tf£ FUJ[Jll OF ALL INl..fTS SHALL B£ GIVE:N A srm -TRDWI. rINISH. STIINIJNllJ £P£N1N(i LEN6THS a.> AR£ 3'-6', 7, JI], 14, ANJJ 21 FEIT. RU. STD-3lXH., STD.-316-t.. li'E"V. !it,3 LOCAL DEPRESSION DETAIL AND INLET GENERAL NOTES CITY OF NEWPORT BEACH SID. 304-L NOT TO SCALE 13. CCNCR£1c SHALL 8t ~O-C-3250. 14. RDffOfllS -llflEN A IIH£EI.CHAII? RAMP IS ADDED TO AN EXISTING FAC/UTY, 7H£ CHANGES ARE PERM/1fD: (A) RAMP GRADE IN CASE 'c" MAT 8£ INCREASED 10 4%. (B) OTHER RAMP GRADES MAl-BE' INCREASED TO A MAXIUUIJ OF 11.1% (NEll£RTHE1.ESS. THEY SHOULD BE AS FLAT AS FEASABLE. (C) 'MIER£ THE 4 FOOT PLATFORU IS NOT ff,._SABI( THE: MfD1H MAY 8£ D£~EAS£() ID J FOOT. (D) 1H£ PLATF"ORll MAY 8£ £LJMINA7f1) IF 1H£ GRADE DOES NOT EXCEED aJJ:r. '-15. RAS/ED TRUNCATED DOMES SHAU. 8£ DARK GREY IN COLOR AND SHALL BE "TERRA PAVING" AS MAHUF'ACTIJRED BY WAUSAU 111..E, INC. OF WISCONSIN OR EQUAL 16. DETfCTABI.£ WARNING SURFACES SHAU. £XTEND J6 I/I/CHES MINIMUIA IN TH£ DIR(CTION Or lRA\fl. AND THR FULL ltl01H OF TH£ CURB RAMP_ NOTE: ADAPlill fRQI CAL1RANS CURRENT STANDARDS PLANS FOR UP-T~OATE REQUIRBIENTS. • lJ!llf;_ ,,_ lll1UT ",,. saJIJ/,I; l/1£ V4" RAJ/. Sl'J.FTWC&aMII :rec /f1lf 6. S,._:IH-L rta PI.A1E .iffllllll.r so:m-»-L AIIHII --~: ?/t~t(;?~?•\: ' ~ ....Jt NJ' tL I SECTION B-B NrW ClNJIJITS MID UNDE11QWVND FADiJlJCS IN 1HE: ROADWAY SHAU. BF; INSTAJ.1.ED ADJACENT OR a.ascsr AS POSS/Bf f ro lllf EXIS11NG EDCf OF CIJTlfR OR CURB. If Tl£ PROP05ED CONOUfT TRENCH IS IN A 1RAF1'1C LANE ADJACENT TO 111£ £XISTWG EDGE OF GUTTER OF CURS. COLO Pl.AN/NG AJID PAmlEHT RESIJIIFAaNG IIILL 8C REOOIIIE1J FROII 111£ N£AREST LANE LJNf OF THf PflOPOSE]) 71/fNCH 1D --,11c EX/STH; CDGC OF GIJmR DR CI/IIB. IF 1H£ 'lllrNCII IIQl!I\' IS W A "IRA1FIC WIC &ll!Wt 11WRC I.NIES, 1HE CONll<ACIM 1111.L 8C RHJUIRCJJ 10 CW) ____ ,._ __________ __, Pl.NI£ ANO RESVRFACf THE: Ol'IIRE 1IWl'lC /.N£ 1H£ 1RCNCH OP£NING SHl,LL BF; A AS WRIIIA.I CT 2' FR<M 1HC CN1IR£ TRAFFIC LANE. IN NJDl1ION, IF 1IIE 1RfNCH IIOlK fX/fNDS UILT I 8'-r /NW NIY ~11CW OF AN ADJACENT mAmC UNf M IS DA&IAGEV AS A R£5I.IL T rF 1Hf C!Wl'RACIIJR's lltV1K t:1l IS U'5S 1HNI 5" FF10M NI EJ/JS11NG UIIJ7Y "1RfNCH, 1HE: ctJNTRAt:roR MIL fl£ 11£QUIRED ro COW Pl.AN£ ANO IICStMlf'AGJ; 1HE: EN~ 11/AfF/C £ME. NOTf; STREEIS/N.lEYS RECENTLY (I.AST 5 'tfARS) :l.l1RRIEDjR£SuRFACEJJ;WII.T SHALL RECPIRC £XlfNS1',£ PAWJENT RtSroRAIION 1l) 8£ OE1ERMiNE1J BY 1HC FIELD E.NGINUR CONT DATE 6]j EX CVR8 &-CIJTl£R ORWRB caJJ PUN£ fXIS11NG PA~T (2" I/IN. DEP111) AND RCSIJRFACC JOIN FU/SH 111111 EX. S1REET PA\IEJIENT FOR fH1IIIC LANE AND 11£S/llJl'f TRAfflC I..ANES/IIAIIICfNCS rF ENT/RC I.AN£ /If IHQI 1R£NCHING OCC1JRS AND ANY 011/ER LANf DMl•QJJ AND TRAFFIC Loa>{S) UURM; CCNSIRUCTICN FIAL Wlf IIIOIH {PARKING WE OR DRIii£) ~w:i!°:Cl:CH 2' GfJ£Rlv. lllTCS MD Ul:AL TIONS BY Cf-Wt: I ,F-scr sTD.-3tU-L. CT NO. ~/27120 )"2:c I l .. CURB INLET CITY OF NEWPORT BEACH STD-306-L (INLET TYPE OS) NOT m SCALE C ,J .,. ... .I. .. ,-fff!k-ma -·=:-::::.._ --1/DW.H ' ., a,;. _,..,J;;;.;.-,!f!-1D1ll£ ,.,,. PLAN N A U5D Hi ,,... 1R Zl.SS L .__W nm. SHIIU. l£ J1W NS '1-J/r' ~ l1IJI r,a IT alUl[J£ -ll'Ar a l'-IE'IH , 111r ,c ,._ 111111 M.IWln' u,rr IT F lltO L4AiD MIUil tr P tnU liED:l' H 1/J ~-UJS .Z STATDI F IWll1D SIINlt Ill 1Ulil iWl.r A1 tDfflJIJ,C IT SH/IT. ll.EVIIJDtr _. 5NMI ,1r 1111/Fl '9flEll Ma ED 1D DE P111111iD --- / ' i' (I) C w z c., iii w 0 f5 "' fil ,. ~ " (.) w " :i:>-ui (.) a, s;i w § " w z [Ii I C '-' -iii i (.) zO "' < ;.; ' ~~ <( :g ui is "-cm w <.!> (/) z :.: <( Q:'. a:: 0 0 :;: LL 0 0 ::; >-m ;;.: f-:::, m z 0. 0 :::, 0 "-' Oo "' <C {.) CL "-' "' a. (/) f-z w :::;; ~ (/) 0 _J a:: -0. <( ::. ~ f--w a:: 0 0 w z ::::; " Sheet Reference Number et! [L 0.. <( ~ <( 0 z 0 I= ll,, ir u "' "-' 0 "' a: < :::; , i 0 ~~ "" "' 1A .., ~ w i "" i ~ 0 oO z ~ b~ ~ "' ..J "' c;: < Q..., I i Ii. I~; I ~, ·'* el1 1- i:::1 Cl. ::;: Cl. '° (\J 0 (') rJJ 3: 'U (') 0 0 0 I- V) Cl::'. Cl. / L'.J ~ i=1 / 0 0 I() DC. arr OF NEIFORT 8£A.CH IJW71fS (CJ. SEll£RjlrATER) 00 '¢ '¢ (\J '¢ 0 (\J Iii:.: Ill ~ C-1 01 S£CTIDN B-B ar. m.--nu, 11'.1-.L u BEDDING DETAIL , ROADWAY UTILITY TRENCH DETAIL JUNCTION STRUCTURE.,.,.NO.1 ..,,.,..,,, 3 9 -~.:II RDMD SID. 1319 CllY OF NEWPORT BEACH SID-105-L-C Sh eet of 2i. ~ NOT TO SCALE NOT TO SCA!£ CllY OF NEWPORT B£ACH ST0-310-L ~ :r ""'· ~----------------------------------------------------------~-----------------------------~------------~N~ITT~TD~SCALE=~------------~---------~5 ~ 50 48 50 48 . ". 50 .. ,u , . ,m 48 • • . ,,.,,.. .. . -·--· . . . ' 4+00 . -- .. ,. , . . 51 ---... - . r ' ' " " • (l ----- ' 5+00 • • \ • • • • • • • WI• -- •• • . . . • II I A I ;!HI .. , . . . • • •• .. ' . • • , , " -- • , "' n .. 6+00 n • , -~ . . .. •II . ... ' • • , . • ' 7+00 - - • " . ., n • .... - ---. -. . ---------- ... . . .. . . . " . • 'V . .... -- .... r l..JI .' ~ , , ~ 7+50 50 48 50 48 50 48 STA. 5' TRANS TO ROLLED CURB 2' 3.5' 5' TRANS TO 2• ROLLED CURB "'"' oo ..-en oi ,....:u:, ~ ........ .. 24" GUTTER u 0 2 "' 0 ,,, e: -.,, 18 e,.,; 1!i d :¾!, 8 u.. :::l!U "' . 0 ex, e: ~ f&: ;;; ~ac g~~ CATCH BASIN NO. 3 NTS . NOTE; PROPOSED EASEMENT DIMENSIONS ARE AS FOLLOWS (WIDTH X DEPTH): CATCH BASIN -5'X4' WATER METER -3'X3' FIRE HYDRANT -4'X5' CIIM:OATA DELTA RADIUS LENGTH TANGENT 1 248"36'08" 38.00' 164.88' 55. 70' 2 34"18'04" 100.00· 59.87' 30.86' 3 31 ·45•02· 86.00' 47.66' 24.46' 4 31 "45'02" 100.00' 55.42' 28.44' 5 31'45'02· 114.00' 63.17' 32.42' 6 31 '44'55" 114.00' 63.17' 32.42' 7 31•44'55• 100.00' 55.41' 28.44' 8 31 '44'55" 86.00' 47.65' 24.46' UTILITIES ~OSTA MESA SANITARY DISTRICT [[}-SOUTHERN CALIFORNIA EDISON COMPANY ~SOUTHERN CALIFORNIA GAS COMPANY CU. EXC. EXC. CU. 1---1--+-----------+--------....:·;....._ __ +-__ ..;;_ ---------+----'"'-----------+------------t-------------1-----------;----,_,----------1-------'----~-t::::-:-9':':=i'' ___ .• [Q}-IRVINE RANCH WATER DISTRlf T ___ _ ---• - YDS. FILL FILL YDS. <l . PROFILE HORIZ. VERT. I N 0 0 • 0 LO LO + . ....... 0 .z <( .. t-t-(/) ttl WI z CJ) -.....J w IW (.) CJ) t- <( ~ STREET CONSTRUCTION NOTES ~ ffi--=--CONS'ffil:le-T-6" AC OVER NATIVE SOIL (95% MIN RELATIVE COMPACTION) • ~ [Ij-CONSTRUCT 4" PCC CONCRETE (TYPE II CEMENT), OR PER SOILS ENGINEER'S RECOMMENDATION fil-=--CONSTRUCT CONCRETE ROLLED CURB PER OC PUBLIC WORKS STD. 1201 [fil--<:ONSTRUCT 6" CURB & GUTTER PER OC PUBLIC WORKS STD. 120-1-0C ~ONSTRUCT TRANSITION FROM CONCRETE ROLLED CURB TO 6" CURB & GUTTER PER OC PUBLIC WORKS STD. 1201 [z}--CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN INLET PER CITY OF NEWPORT BEACH STD. 304-L 1@1---PROTECT IN PLACE • ,-,.~=I r.;:\__ -:J£ 2 ~ Q-CD..J'ST/i'ULT fr>NC.<.ct'6 D(cJ\ltouJA'{ D::\Q~<;1crJ IUl',;,<y ~ l::lr<e Swffi, S-t:AL LEGEND ~ ref.: Pf-1\Je<u'\'1 Oc.,1<1,1...o..,.s.>1ec:. 5 . @-REMOVE AND REPLACE EXIST FENCE AND GATE IN KIND, OR AS NOTED ON PLANS AND SPECIFICATIONS. LOCATE 1' BEYOND R/W. ®'r:-REMOVE AND RELOCATE EXIST MAILBOX BEHIND CURB r.\__RELOCATE EXIST POWER POLE (BY SCE). POWER POLES ALSO CONTAIN ~ AT&T FACILITIES. ~©-ADJUST EXIST MANHOLE/VAULT TO GRADE (TYPE PER PLAN) __ ~ADJUST EXIST FACIUTY TO GRADE (TYPE PER PLAN) K \\I ~REMOVE EXIST CONC AREA @-REMOVE EXIST TREE AND ROOTS ~SAWCUT EXIST AC PAVEMENT OR CONCRETE ~REMOVE EXIST FENCE AND VINES IRWD CONSTRUCTION NOTES ~FURNISH & INSTALL NEW FIRE HYDRANT PER IRWD STD. DWG. W-8 @-INSTALL SALVAGED 1" WATER METER, 1• SERVICE, BOX, & CUSTOMER SERVICE VALVE PER IRWD STD. DWG. W-1 & W-2 ~ REMOVE EXIST METER, BOX & SERVICE ~ADJUST TO GRADE WATER VALVES PER IRWD STD. DWG. W-22 & W-23 ~ REMOVE EXIST FIRE HYDRANT ~ PROTECT IN PLACE FIRE HYDRANT ~ PROTECT IN PLACE WATER METER @)-PROTECT IN PLACE WATER VALVES ~ABANDON 4" ACP AND FILL WITH CEMENT SLURRY FROM STA 3+40 TO STA 4+25 AND FROM STA 7+00 TO STA 10+10 @)-REMOVE EXIST 4" ACP FROM STA 4+25 TO STA 7+00 (SEE NOTE BELOW) FURNISH AND INSTALL WATER METER BOX PER IRWD STD. SPEC. 03462 . ~ -- PORTIONS OF IRWD'S EXISTING 4" ACP WA TERMAIN TO BE REMOVED SPECIAL (NOTE NUMBER 80) ARE CONSIDERED A HAZARDOUS WASTE AS DEFINED IN SECTION 25117 OF THE HEALTH AND SAFETY CODE AND ARE NOTE REQUIRED TO BE REMOVED TO A CLASS I, CLASS 11, OR CLASS Ill DISPOSAL SITE IN ACCORDANCE WITI-1 THE PROVISIONS OF EXISTING LAW /' IRVINE RANCH WATER DISTRICT (CODE 5156) FIRE HYDRANT AND APPROVAL OF __ W_A_T_E_R_M_E_TE_R_R_EL_OC_A_Tl-'-0"-N ___ FACILITIES s1~,1,, DATE tt-vu DATE SUPERVISED BY ~ , REVIEWED BY DATE r ;.: "' w a z :::, a ~ i ID .15 I ~ i ~:;..: . <.J ID Ill 0 ;;i z 8 C 8 1§ iii i . ij; -c( .. -< Ow (I) a:::>-aw w Cl Ul zY < Cl'.'. ~~ Ii. 0 0 ::; >-CD >-:::, z 0.. :::, 0 go ~ z w ::. ~ 0 Cl'.'. 0.. ::. ~ a:: 0 w z ::; y ;..: ID 1-w w Ct:: 1- (./) (./) 1-z w 2 w > 0 Ct:: n... 2 I "' 0.. 0.. ... 5 ~ 0.. ii" 0 "' w 0 '~--------- Sheet Reference Number C-1 0 1 Sheet 4 of 9 r A 0... ::,: 0... o • If) ,!) "<t ci) 0) 3: -0 "<t 0 0 0 r VJ Ck: 0... / ~ :'.3 A / o ' 0 If) 00 "<t "<t (\J "<t 0 (\J / U1 p u (lJ --,~ ~"' n._ '~--------~' <'." 111 L_ ___________________________________ ..,..-_____________________________________________________________________________ ..i..,_ ____ ---::;-:------a > i,u 50 48 50 48 50 48 15' TRANS TO ROLLED CURB . 2· U, 24" GUTTER 3.5' • 2' CATCH BASIN NO. 1 NTS ' • • • • • • • • • • • " ' . • ' , , • r ' ' " n • • -' •• ··~ . . ·-. , ,. . Et -u -~ " ' " I I " .. n . . . " ' ll 0 --' . ' --. --. , ' . ,'I' "T#. --- ' . .. . • . ,. - ' ~ . .. • • 50 --,--48 ~·· I fl(IJ'TING DRIV'FW,iY-I I JOIN A 4, :,/··JOIN @ G/i'AOE ---. VV -VA RJ~S ,_, O R I VE W"-y" ~ ,z' 2' Q; 1 ~ i-RD<l'fO CV/rD ( -fl--1 ~ 2' l 1/4 GUTT!"~/ N 2' --- so DRIVEWAY 01:TAIL -\\hj NO SC-4l (; BlJILT ' • ' I t /1, I DETAIL A A DRIVEWAY ( ALt.l:Y -ffi ~---+--50 -DEPRE"SS!ON 48 . II I I 1i ·50• I , I °'0< ST 1 '+69.201 r EXIST :GAS [g@J 2' 3.5' 24" GUTTER I 2· 18" r:u ER ~Ul zY < !l'.'. ~~ IL U 0 ::J >-aJ I-::, z Q. ::, u Oo u §~ I <!) -zO lo' ' < ., "' e C \I I z 0 f= Q. ir 0 "' w 0 SIS& f-~ Cl.. :E Cl.. C\J C\J D <t C') --D ru '-0 C') '-C') 60 56 52 48 44 40 36 32 28 24 CU. EXC. YDS. FlLL . .. . .. -. -· -' - ~ I , • • , • ------~ , 0 V • . . --~ ~ _, • ,. m~ ~ - • ... ••• • . . . -~ ••• = p • • • • • , -••• , ' ,- -' . ■ • • -• ' -• , -, ' , #a -" -. ---r!M ""' "' • -- ' " ' ' ~ , . ' ' . , y , ' , ---.. ' .. -- L p -- . . ' - . • , -- 'n , , . • --- , ' . , ' , ' ' " , ~ ' , -, ' -. • 4. "I I I"' • • • I -' - a: • -• -• 1r,1 •,1 ....- • '. ' , ' n ' , T 7 ' , -------------------~-- ■ ■ ■ ...... . • .... ■ •• •• • •• ■ ..... • •• ... •• ' 14--00 ' ' \ 13+00 \ \ 12--00 a.lNEDATA DELTA RADIUS LENGTH TANGENT 1 07'47'12" 22.50' 3.06' 1.53' 2 90-00'22" 22.50' 35.35' 22.50' SEE SHEET NO . 7 MATCH LI NE STA. 14+00 .0 0 11+00 10+00 PROFILE HORIZ. VERT. 1"=40' 1"=4' " i...1-1-+--.1 I c;; SITA I 3-t Ll'S . z.2. oou.J.JS rR.1.f1rY1 I . I II KLI,~ E DRIVE@} ~ ~ •YlS AS Kl@ I 1 :1: IJJ I I 2+00 Station to Station ro+OJ.88 to rJ+40.52 1JH5.19 to IH00.00 1+02.95 to 1+20.74 1+02.95 to 1+20.74 linlf,\l EXIST SEWER / EXIST WATER folliol II Cl 1 ~ V It CB NO. 1 ~ : I i :: (/) IJJ 11 I 11' STA 18+20.36 EXIST SD TO PROP 4'X5' ESMT-, ST ST(I. ~, ._..._, • ""' I I t+ ,~, er~ > I I STA 18+25.86 EXIST SD = "s. ~ ._ H=7.0 'l-t33.IL I I -"' CB NO. 2 , ~ LAT ·A-1 -1 11 -~ V = '"R~ ·•~'l'-ITTm~~~:I lb.lJ~--=~~c...'...jl--~rl I II er Cl I t INT. c..., ST STA ~' ;fll,,, w ~ IN ----~-1--= STA 10+03.88 BC I 11 II 11 •• H-8.5' q;-~, \2. IIJI \~},..-_ .. "A" I ,1, STA 10+00.00 LINE A ,..., = LAT "A-2" / ·• .,.,. .,._,.__. ·• STA 10+06.94 EC II STA 18+19.51 EXIST SD = 1+00 ()?~ Section S 5.0 1 0.0024 2. 7 2 0.0024 1.5 • 0.1008 f.J 5 0.0164 'In +UU.uu ,.-, = ~ 11 I/. 1 = STA 1+00.00 LI IE "A-2" : • I 11 1J STA 17+77.50 EXIST SD TO STA 13+20.02 EC ~.__S~A 12+8!.67 BC =~j-= ~ O _ _ =~ ~~ II Lv 1 ST~~~~~~~-~=~-~~-=-~ =, ____:--=~----· j'.' w•= ,i ,i,.:::, ~ -0 =T ~ • --LiNE-"A" -7 ,~!. I ;IA/-.__ r ~~ ]" :V,-I1 li;;!!9~ ,--121-00-' ~ ¥,: ~,_ 11+00 :~118"~ ~~~--·, ~~==¥~~~~~~~=~~-:~~-:~ S I [QI "1ol . .,-~-<D-1 8.Jl: S = ✓ ----------',! ---+----.....L--f-4'-I-''--',/ 1--=--l-------1-===---1-, -f---'l''l--H-""'"--t--~-1---"' ---=---'----11---+',t \.n "' -----',/ - • - - - - - ---== --=r-== = --~ ---=I== = t = = = =" == = = = = = = = = = = = = = = ~------'t INT --------------ORCHARD DRIVE_____ "'-= -----~ --------------------------7~'~ ST STA 10+00.00 KLINE DRIVE I CENTER COS UNIT ,..., • ST STA 21+25.78 ORCHARD DRIVE c EXIST GAS STA 17+80.00 EXIST SO c.::i : O A EXIST SEWER D EXIST WATER -EXIST STORM DRAIN PER QC PUBLIC WORKS LANGE DRIVE DRAINAGE IMPROVEMENTS W.O. NO. EC30455 I I I I II II II II JI /r ~ : 11 I I II I II ! I II I II : • • 2+00 "I{ n- Dn Vn De 0.94 1.6 0.79 0.67 291 0.57 0.22 9.53 0.46 O.J2 4.82 O.fJ AS BUILT CORRECTIONS BY <Ut,H-1: W CONTRACT NO. ____ _ DATE a /,.,.,'"'J I"' -1 <6) 60 56 .. 52 , C If"' •-" J -~ ... ~--- 48 .. , ~ --,.!1m. ff!iJ: J ~ I!" PLAN 44 . '• .. <, ,0 .' .. -~ --~ 40 . - 36 WJt.WDMIHl+ lMWS 32 28 24 STA. EXC. CU. Flll. YDS. ll11ll, L -nm. SHIU IC_, aKf HR!' CUM lfl/ll flltE /Jr OXIE/£. ,2 l'-I0'1H ,P 11!11 IC ~ Iii • Ms.WM Ullfr IE' f' ..a,_ l'NllD ,,-I' IIIIU llca£C H m """•an £ S'TAlllllS IE' lll"'UZ /HNI/ fll RMI M'R.1 AT -IIF SWIFT. aLWIDIS #IC JICMI AT SJWT IDl1ER 111111 lltlrR 111 H -IW!if:II IIIVfltr lililll£ UII'- :i.~ ,,.,.:,,.,.,,,,.;,!·'"';.,\l· • lol S£CTION B-B ollll"IO fl/lJI !ACa'lf sm ~ f/t"fliJ:l, ml~- Ll I ' Ut Nt. \vt-'Ur<:: I HI-Al H PUBLIC IJ□RKS DEPARTM£NT WJZI' if' ltllI WWW JUNCTION STRUCTURE: llJ:£.1111- NO. ,l -•0L JS ,_,, M3 IWII.I. Mr.& 1-"liMl:M ~, .,-;;suJ-L. STORM DRAIN CONSTRUCTION NOTES 1@1--PROTECT IN PLACE ~CONSTRUCT 18" RCP (D-LOAD PER PROFlLE) WITH REINFORCED PIPE BEDDING PER OC PUBLiC WORKS STD 1319 !§]-CONSTRUCT 24" RCP (D-LOAD PER PROFILE) WITH REINFORCED PIPE BEDDING PER QC PUBLIC WORKS STD 1319 ~>---CONSTRUCT JUNCTION STRUCTIJRE TYPE 1 PER CITY OF NEWPORT BEACH STD-310-L §-cur AND REMOVE EXIST 24" RCP ~>---CONSTRUCT CURB INLET TYPE OS PER CITY OF NEWPORT BEACH sm-306-L §,-INSTALL CDS MODEL PMSU20...20, OR APPROVED EQUAL UTILITIES 0--::::--coSTA MESA SANITARY DISTRICT [[)-soUTHERN CALIFORNIA EDISON COMPANY @J--:=-SOUTHERN CALIFORNIA GAS COMPANY lli}-IRVINE RANCH WATER DISTRICT NOTE: WHERE NEW STORM DRAIN CROSSES UNDER CMSD SEWER MAIN OR LATERALS, PROTECT EXISTING LATERALS AND MAINS BY ENCASING WITH HALF-SACK SLURRY AT LEAST 6" BEYOND ALL SIDES AND EXTENDING 1' INTO UNDISTURBED SOIL BEYOND THE LIMITS OF THE STORM DRAIN TRENCH. WHERE THE HALF-SACK SLURRY WILL COME INTO CONTACT WITH THE STORM DRAIN LINE, PLACE VISQUEEN OR EQUAL ON THE STORM DRAIN LINE PRIOR TO POURING THE SLURRY. GRAPHIC SCALE ~-----<i__.i---,i __ ___JT ( IN FEET ) 1 Inc b ~ ,-«J It. / ~ ~ 0: < i'i ".:l <D iii a Q. !'.l 0: w F 0: w 0 z ::, 0 w a: < a. w a: 0.. ' ' , / 3 w ;; 8 ID § u .... wj 0 I w 0 C> -~o a ii! I zO < lii , z Vi iii < .. < ., ".:l "' w <n <t:>-0: 0 C cw 0 ... i.:< w (/) I C, :.: i z 0::: l1i, <( 0 is ,;:: LI.. u 0 ..J 11;, >-en ;; I-:::, a, zu. fl :::, u e ;I Oo !1i: u a. ..., 0:: n. ' / Ul z (./) I-1--z -w <( z :::. 1$! 0::: w 0 0 2 0::: Cl. w ~ w 2 > > 0::: 0 0::: 0 0 0::: w 1--Q_ z :::; (./) 2 :.: - \. / Sheet Reference Number C-101 Sheet 6 of 9 oi a. !ii: I!! .., a z 0 F n. QC u (/) ~ I!! <( j co b~ J "' Q. < ~ I- i:::i D. L D. r----If) -st ru --.... c:, (\J '-(\J -'--st OJ 3 "O '° c:, c:, c:, I- C/) a:: D. / l'.l ~ A / c:, c:, If) co -st -st (\J -st ' c:, ' (\J / l/1 +' u OJ -,~ ~~ t~ '---------------------------------------------------------------------------------------_J_-=====::::=:::,_J> flff, 60 56 52 48 44 40 36 32 28 24 CU. EXC. YDS, FILL > c-:, c....:J . . .. ~ -- ~ 19+00 -i .. -··· .-........ ·I-•-· I I C EXIST GAS EXISTI WATER (ABANDONED)1 I PROP 4'X5' ESWT I I . 1 0 J .. , ' ' ' I ,. 'I' , ' ' L ' . , , ' , ' , " --.. ' ' ' • - iS ii . • • • • ' " ' . 18+00 ' ' 11+do ' • • • • ... a,M;,QATA DELTA 39·03•2,· "i''"-"•""'''"-rn . 45"31'31" I -+ I 1 . . RArrlOS LENGTH TANGENT 45.00' 30.67' 15.96' 'r:: ,. -· .:;e• ·- 90.00' 71.51' 37. 76" - - I I I LINE "_A"-~ ~ -I -I '" \ ea . """' lF 2'1" R. <!f' - KL INE 1DR IVE I I I -' -Ill . /flt ' 16+00 ft PROFILE HORIZ. 1 "=40' VERT. 1''=4" I .. - I I I ' G I:. , ' ' ' , . ' ' . , " 15+00 ' ' • . . . -- • • , . . ••• - • • • •• ■ ■ I ■ ••• ... I • • . - 14+00 • ~~ -'A' >-------.,....._ .:---" . --. -. .., .. r'_'-'--~n-=--~--1 Station to Station O?'i Section S un I vn 1#0000 to 19+-00.91 2.7 J 0.0024 0.67 I 1.6 LIN E "A"-- m I 1' s 1§ I 00 KLINE DRIVE -~ ---- ,G s -1-4 ' I I l_ 0 0 • 0 0 (0 + . ~o .z <( I- I-w (f) w W I z (f) -.....J w I W (.) (f) ~; ~· De 0.79 60 56 52 48 44 '\. ."~ 40 36 32 28 24 STA. EXC. CU. FILL YDS. AS BUILT CO RRECTIONS BY @t--1\t: 0e CONTRACT NO . ' DATE STORM DRAIN CONSTRUCTION NOTES !@}-PROTECT IN PLACE lfil]-=-coNSTRUCT 24" RCP (D-LOAD PER PROFILE) WITH REINFORCED PIPE • BEDDING PER OC PUB□C WORKS STD 1319 ~CONSTRUCT JUNCTION S"TRUCTURE T'IPE 1 PER CITY OF NEWPORT BEACH SID-310-L fEl1----1CONSTRUCT CURB INLET TIPE OS PER CITY OF NEWPORT BEACH SID-306-L UTILITIES 0-=--COSTA MESA SANITARY DISTRICT @-SOUTHERN CALIFORNIA EDISON COMPANY l:D-:::-souTHERN CALIFORNIA GAS COMPANY [fil-lRVINE RANCH WATER DISTRICT NOTE: WHERE NEW STORM DRAIN CROSSES UNDER CMSD SEWER MAIN OR LATERALS, PROTECT EXISTING LATERALS AND MAINS BY ENCASING WITH HALF-SACK SLURRY AT LEAST 6" BEYOND ALL SIDES AND EXTENDING 1' INTO UNDISTURBED SOIL BEYOND THE LIMITS OF THE STORM DRAIN TRENCH . WHERE THE HALF-SACK SLURRY WILL COME INTO CONTACT WITH THE STORM DRAIN LINE, PLACE VISQUEEN OR EQUAL ON THE STORM DRAIN LINE PRIOR TO POURING THE SLURRY. GRAPHIC SCALE . \ ,, ,;: 0 .., "' a; < 0 ~ ., iii ti 0.. Cl) .., a; "' iE ,-: ., a; w 0 z ::, 0 w a; < 0.. "' a; 11. El o ts iii § ui w (/) <.!) ~ z a:: <o ls~ i... u 0 _J >-m ,_ ::, z "-:::, u Oo u I!! z w ~ 0 a:: a. :::;; ~ a:: 0 w z ::; ~ ...: . ,. z~ <( z O::'. w 02 w 2> O::'. 0 0 O::'. f-D... (/)2 Sheet Reference Number I z 0 F "-a: u V) "' 0 I- A a.. :;: a.. 00 "<t -"<t cij ..... ..... ..... 0 (\J '-(\J -'-.. OJ ;. c5 r---0 0 0 I-v., Cl'. a.. / l'.J :,, r=l / 0 0 ID 00 sr 'SI' (\J 'SI' 0 (\J / 0 20 ... .. , .. I Ul ' I C '·'· t r------------------...,.=a -(INFEET) I 7 9 -~~ C-101 1 1 mch -40 tt. Sheet of ~~ I -. I I .. I ' , ,,,>_~ L----------~---....L.-----~-------------___J"-----..1...-1 ___ ......:....I -----------------------------------------------------------'------Li:a;;;-----' -flSII t-EXIST FIRE HYDRANT "' ~ MOC R30E (CA) RELOCATED FIRE HYDRAN T--f-+-----,f l -0 0 -- +- □ r 8+00 ,..., KLINE DRIVE .... "' -- R30E (CA) 5+00 R30E (CA) 9+00 --+ ----- W14-2 R1-1 RELOCATED FIRE YDRANT □ 6+00 0 0 + -"' - w > a::: 0 __ 10-1too 0 11 11 11 a::: <( I () a::: 0 RELOCATED FIRE HYDRANT 0 PAINT 30' RED CURB (15' ON EACH SIDE OF HYDRANT) -- R30E (CA) I -0 0 • g~ + LL r,...w . ...J ~~ Cf) 0 w ...J zW -al ...J w Iw () Cf) ~ ~ AS BU LT ,ma, I I lo I I I Jo J I I I I I ~ I 0 I I I I I cl I t+ col I I le I I I lo J I I I I I I P I I I I I ol I IAIEUIE$ . 0 JJUE-.rR z !Ml' '$F111Sa111[' UfIUl£8SU IIWID (l[llllL 'A"> a F'IIIC/fYIIWIT ts> r:) I I I I I I I t+ .... ... d I I I I I DETAIL 'B' M'JI :ERS -SN4L.I. J£ JJUE L'-1,MY m IIIIJlmRIU IIAY-11-1.11( ,es IR ~ IIJIEffll[" -NI llll'L£ II/GMT IT 1\111 /WIT r.l & ii CPm'I' (R ElilMI., !IIIF/aS-t:l.£Ni NIIJ lll'f ll(i(J(R TU 1/JUAUATUI l'E1l _.M:111/CJ/'S ~IJK lllnM..l. Jett !e< IIIIH llfR.El:11V£ WAin rftlWi /JaMll/6 WJiC££S MD l»FSE i 2' >U LW £Al I. 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Ifill-INSTALL 12• SOLID 'M--IITE LINE ~1---INSTALL TRAFFIC SIGN AND POST (TYPE PER PLAN) W,NSTALL FIRE HYDRANT MARKER PER CITY OF NEWPORT BEACH STD. 902-L CORRECTIONS BY UtJA-llz CONTRACT NQ . ____ _ ATE NOTE: STREET NAME SIGNS ON ORCHARD DRIVE, PER CITY OF NEWPORT BEACH STANDARD 915-L, TO BE" INSTALLED BY THE CITY OF NEWPORT BEACH GRAPHIC SCALE ( IN FEET ) 1 Inch -20 tt. / \ Iii ~ ~ 0 w _, m iii ~ Ill w a: w iE "' w 0 z ::, 8 a: < I!; a: n. . & '- ~ 1 ffi Cl 8 ~ ~ i !l!:,: . om "' ~ (/l z"' < O:'. ~ ~ U-0 0 ::J ~ ~ z 0. ::i 0 Oo u ~ z w :::. ~ 0 0: 0. :::. 0 z ('.) <( z ('.) o_ z 0:::: z I- ('.) (J) (J) Sheet Reference Number C-101 I Sheet 8 of 9 '\ ci 0. 0. < le" < 0 z 0 I= 0. ii': 0 (/) w 0 "' 0: < ::E , I- A 0... ::.:: o_ 0 (\J v (") (\J - Ol ;t ~ (D 0 0 0 1- (/J Cl:: 0... / L'.) ~ A / 0 0 If) (D '<I" ' '<I" (\J '<I" 0 (\J / l/1 +> u OJ ·-, 0 L Q / '-------------------------------------------------------------------------------------------------------------------.J...._ _______ =-__J> f'il $1.t I I xi I I J I X A.P.N. 439-5 -2~1 -~ 1 SHU-SHU UEE I I X WANGAfi~.L~E : _J I ··L_L_r.._x xj I "' '/ PROP DAYLIGHT p~KIN < f-: _-,,_,~n-.?-r-_·· ___ -____ _ < < ---- A.P.N. 439-251-21 -----~ILENE G. GOLSON ' \ \ \ '\. A.P.N. 439-251-19 SHU-SHUN LEE AND WANG • A.P.N. 439-251-18 SHU-SHUN LEE AND WANG LING LEE LOT LINE (TYP) KLIN A.P.N. 439-251-22 DIANNE L. RUPP L_ _____ _,,, A.P.N. 439-251-14 ""- \ \ \ I I I I I I I I I I ERIC VON HERZEN LOT LINE I I I I I ~~i:...1 · (TYP) ..., .P.N. 439-251-25 A LENE G. GOLSO AND ARYG. GOLSO I I I l X A.P.N. 439-251-17 SHU-SHUN LEE AND WANG LING LEE ( .N. 439-251 -16 RI ARD J. COUN TS I I ) I I I I I I ~~ \ ---~-----+' PROP R/W I I I ---1 -,. I I I I I I I I I I I I I I I I A.P.N. 439-25 r23 I I I CLADIO GAR IA : A.P.N . 43 -251-24 JOSE P TIDA AND I ESTINE G. BE MON Al')I IRMAPA I I I '* I~ I : t -- X X X X I I I I A.P.N. 4 9-251-13 I w~ I DAVID . ROTH EXIST R I I A D I GAYLIN . ROTH I -----,I I I I PROP DAYLIGHT I I .P.N . 439-251-2 ILENE G. GOLSO AND 0 • ARY G. GOLSO ) EXIST R/W I .... -----, ' I I I +-~I "' I "' -,,. A.P.N. 439-251-15 FFREY H. SCHNEIDEWIN AND ULIE E. SCHNEIDEWIND PROP DAYLIGHT V AILENE ON 11 X X I ""-X x 9ARY_~~~~~;:-~x~::~~--~ -1 I I I I I I I I I I I I I I I I I I I I I I I -J I .- _,... A.P N 439--2Fi1 27 F I NK A. STIEVE ~..,,.ND MARY . STIEVE I_ I 1- ~ ! i 1, ! I ( L I I' ! l r I, I' 11 I 1, 11 1, \, I " STREET CONSTRUCTION NOTES -18}--HYDROSEED EXPOSED SLOPES PER GREENBOOK SPECIFICATIONS No As-Built Changes AS BUILT CORRECTIONS BY f#}lr (.E CONTRACT NO. GRAPHIC SCALE 20 "' .. I l_~ ............... I ( IN FEET) 1 inch -20 ft. / \. ..: 0 ~ "' < i'i ~ m ril ~ !ll ~ w j!, "' w 0 z =i El ~ 0.. w "' ll. -;.: w 0 w 15 ui w 0 / \. .., .... ii c.; ., " ~ <O £ .,. ,, f ~ 0 w "' t) ~► um 0 GJ i "' vi < .. "'>-om t5 (/) z "' < "' a:: 0 0 3' "-(.) 0 ...J i'= gi z n. ::::, (.) Oo (.) (/) I-z w ::. Is! 0 "' n. ::. Is! a:: 0 w z ...J "" qs,~311 • 15 Lil ,. ;:: iii vi s ~ ... w § .. I C, -zO ;;; ' < "' "' 0 0 "- >'-m 0 ~ f; "' n. (.'.) z 0 <( 0:::: (.'.) Sheet Reference Number ' a: n. n. < I!! < C z 0 F II.. ii: u (/) w 0 " "' "' < :IE • i 0 i.j i.li < Vl &l < w ~i ,. i < 0 co z r §: CII :j "' G: < Q. < I i 1111 1.1, e ;I ' C-101 Sheet 9 of 9 1-- A a.. :::E n.. 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