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HomeMy WebLinkAbout1473 N AV � NI� � I �IIFVEIVIEN �' � ( FROM CIVIC CENTER DR . TO FOOTHILL BLVD .) FEDERAL AID PROJECT NO. STPLN=5420(02) PART I - HAVEN AVENUE / FOOTHILL BOULEVARD INTERSECTION STREET IMPROVEMENTS AND TRAFFIC SIGNAL MODIFICATION . SHEET2 TO 6 ( 5 SHEETS) PART 2 - HAVEN AVENUE ( FROM CIVIC CENTER DRIVE TO FOOTHILL BOULEVARD) STREET IMPROVEMENTS. SHEET 7 TO 21 ( 15 SHEETS ) APPROVEDDESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA TITLE SHEET HAVEN AVE . (FROM CIVIC CENTER DR. TO FOOTHILL BLVD) PART I d 2 APPROVED BY' DATE CITY ENGINEER p DESIGN RECOMMENDED DRAWN SHEET 21 CHECKED TE DRAW r - ` IN THE CITY OF RANCHO CUCAMONGA PART "a STREET IMPROVEMENT AND IRAFFIC SIGNAL OF GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE SPECIAL 11 Lr JD E VA R PROVISIONS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - DATED 1991. 0 THE CONTRACTOR SHALL BE FAMILIAR A!L- 0 NXI.-.117 F -dA!L- _06- WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE To THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL POSSESS A CLASS "A" CONTRACTORS LICENSE OIL A mM5,19hTorl HAVEN oF• GLASS L.IC"Ce5 IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTORS AVENUE / �FOOTHILL INTER!3 ECTION LICENSE LAW, SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY HIM. i 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FEDERAL AID PROJECT NO. S 5420 ( FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR CONSTRUCTION NOTES: INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA O SAWCUT. CALTRANS GENERAL NOTES: ENGINEERING DEPARTMENT AND CALTRANS PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA OR CALTRANS O CONSTRUCT 5" A.C. (ols' A-R•µ-M- �"VC_F- �0L1e4S- A-c'. ) OVER 6" CLASS 2 AGGREGATE BASE EASEMENT OR RIGHT OF WAY. < WILSON AVE. 1. All work within the State right of way shall conform to the 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, O REMOVE AND RELOCATE. by theState Standard State's par sentat ve. (Standards Specificationslans and dated otherthanQ8 or esd�reoiec� State MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. Standards must be pre-approved). ® _ 6. THE CONTRACTOR SHALL MAINTAIN AS ACCURATE SET OF CLEAN BLUELINE REMOVE EXISTING A.C. PAVEMENT. I FnGFn.AND AYE. (".10) 2. No equipment or materials may e o y b stored on the State right "AS-BUILY PLANS THROUGHOUT THE DURATION OF THE PROJECT AND SHALL, " of way. CONSTRUCT 8" TYPE A2-8" P.C.C. CURB AND GUTTER PER CALTRANS TD. N -A Y S S 8 ec IMMEDIATELY UPON COMPLETION OF THE WORK, SUBMIT SAME TO THE CITY O Q AFTER OBTAINING THE REVIEW AND APPROVAL OF THE CITY ENGINEER. 6 PROTECT IN PLACE. u BI�SEUNE 3. Where surveymonuments exist such monuments shall be�. N o W protected or sholl be referenced and reset pursuant to 7. INSPECTION AND MATERIAL TESTI G SHALL BE CALLED THROUGH THE CITY OF RANCHO CUCAMONGA, ENGINEERING DEPARTMENT AT (714) 989-1862, O GRAPEVINES AND STUMPS SHALL BE REMOVED AS NECESSARY. D �'�' Business and Professions Code, Section 8700 to 8805 (Land a Surveyor's Act). TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE ANP GAS )ICE '^ Rey D � t,1T E C_ AL av Io�J < < H 5Pe I I i PR 5 5 FOOTHILL BLVD. R fiG COLD PLANE MIN. D. DEPTH OVERLAY MIN. M 4. The pavement m w- 8. CONSTRUCTION SURVEY STAKING SHALL BE CALLED THROUGH THE CITY ® 15 0.15 A•1Z•M-M � PAJ� �.NT• o p must be so cut 2 mini?laum from the edge of OF RANCHO CUCAMONGA, ENGINEERING DEPARTMENT AT (714) 989-1862, a pavement. The saw-cuts must be perpendicular or parallel Y- 1 h TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE. 9 CONSTRUCT 5 STABILIZED SHOULDER. � � < to State highway centerline. O Z < > 5. All signing stripingand pavement markings shall be in 9. IF ANY UTILITIES OR OTHER FACILITIES, NOT OTHERWISE SHOWN ON THE » 9 9 P 9 PLANS, CONFLICT WITH THE PROPOSED IMPROVEMENTS ALL AFFECTED WORK O CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. N8-B, CASE E". conformance with the current edition of the Traffic Manual, O SHALL BE STOPPED AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT published by the State of California Department of Trans- » CITY'S ENGINEER. ortation and the Special Provisions. All pavement markings 'I 'I CONSTRUCT MIN. 4 THICK CONCRETE SIDEWALK. SITE P P 9 O �� stREET shall be thermoplastic unless otherwise noted on the Ions. P P 10. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR REMOVE EXIST. TRAFFIC SIGNAL do PULL BOXES SALVAGE TO clrY THE CONVENIENCE OF THE CITY OF RANCHO CUCAMONGA. THE CONTRACTOR ( 6. The exact location of all signs shall be determined in the SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES ATB 10 the field by the State's representative. BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS REMOVE TREES WHICH IS NOT SPECIFICALLY LISTED IN THE PROPOSAL SHALL BE CONSIDERED 7. An encroachment permit is required before any work may begin AS INCLUDED IN THE OTHER ITEMS OF WORK. COLD PLANE TO 0.15 DEEP AND PLACE 0.151 A.R.H.M. in or near the State right of way. 11. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, 8. All conflicting striping and pavement markings not shown on HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL the plans shall be removed from the pavement by sandblasting BE CLEANED UPON REQUEST OF THE INSPECTOR. cj ABANDON IN PLACE. SEE SHEET 5 FOR RECONSTRUCTION. r EE b the contractor. 5 SPeU4L PFCo�/iSION o y t s� 12. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-222-2133 AND THE ADJUST TO FINISHED GRADE. FOLLOWING UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO 6 9. All conflicting signs shall be either removed or relocated by EXCAVATION: the contractor. Relocatable signs shall be installed as REMOVE EXISTING AC/AB AND CONSTRUCT 0.42 AC OVER 0.62 CRUSHED AGG. BASE. specified on the plans or as determined in the field by the (0.15 A.R.H.M. OVER 0.27 BASE COURSE AC.) States representative. VICINITY MAP 10. All signs, roadside markers I i � LIMIT OF COLD PLANE AND OVERLAY. g e ectrol ers, etc., shall be protected and/or replaced in-kind according to the Ig NEW TRAFFIC SIGN, SEE SHT. 4 of 5 NO SCALE State Standard Plans and the current Traffic Manual, at no SOUTHERN CALIFORNIA GAS COMPANY 714 394-3814 STRIPING CONSTRUCTION NOTES cost to the State. 1050 OVERLAND COURT 7143 394-3831 SAN DIMAS, CALIFORNIA 91773 ATTN. LARRY KRAUSE P1 PAINT 4" SKIP WHITE LANE LINE PER CALTRANS STD. A20-A, DETAIL 9. SOUTHERN CALIFORNIA EDISON (714) 357-6221P2 PAINT 4` SOLID WHITE LINE, 100' LONG, W1 T`(PE G M�`FKERS AT 29'oN CEWTAR- 7951 REDWOOD AVENUE ATTN. STEVE CRONK 64.00' 52.00' e' FONTANA, CALIFORNIA 92336 PLANNING DEPT. P3 PAINT 8" SOLID WHITE LANE LINE PER CALTRANS STD. A20-C, DETAIL 38. s' STABILIZED GENERAL TELEPHONE COMPANY (714) 949-8208 » CLASS AGG.13ASE SHOULDER P4 585-A NORTH MOUNTAIN AVENUE ATTN. MARTY REID PAINT 4 SOLID WHITE EDGE LINE 43.00' UPLAND, CALIFORNIA 91786SAWCUT 5 A.C. O ►y >z H•M. ev' P5 THERMOPLASTIC WHITE PAVEMENT LEGENDS AS SHOWN, PER CALTRANS STD. LEGEND (0.2���� ��se A 4� 2�. ExrsnNc CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ,.'7 • PROPO_5ED EXISTING SIDEWALK 9641 SAN BERNARDINO ROAD ATTN: JIM CLINE P6 THERMOPLASTIC 12" SOLID WHITE CROSSWALK WITH 10' BETWEEN ADJACENT PARALLEL LINES A.R.H.M. ASPHALT RUBBER HOT MIX 5 A.0 OVER 6" CL. 2 A B. coLD PUNE A.C. PAVING P.O. BIN 638 PER CALTRANS STD. A -24D. RANCHO CUCAMONGA, CALIFORNIA 91730 CENTERLINE I� VARIES �`��I�1� IC�i�(I�1 til I �� _ _ ARIES P.P. POLE METROPOLITAN WATER DISTRICT (714) 250-6676 O INST4LL�REPLac� TYPEA �P54T IooN CF_ TE� TSPB TRAFFIC SIGNAL PULL BOX TYP. SECTION AT _ P.O. BOX 54153, TERMINAL ANNEX ATTN. JIM HALE T.C. TOP OF CURB C 81 G AREA LOS ANGELES, CALIFORNIA 90054 O INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, F.S. FINISHED 5LIIZF4NCE CHINO BASIN MUNICIPAL WATER DISTRICT (714) 987-1712 DEPARTMENT OF TRANSPORTATION, (CALTRANS) "SIGN SPECIFICATION SHEETS". M.H. MANHOLE P.O. BOX 697 ATTN: LARRY MILLER PROTECT IN PLACE W.V. WATER VALVE RANCHO CUCAMONGA, CALIFORNIA 91729 Ro RELOCATE SIGN ® A.C. PAVEMENT AS SPECIFIED IN CONSTRUCTION NOTES TYPICAL STREET SECTION SIMMONS CABLE T.V./SCOTT CABLE T.V. (714) 987-7122 L-� COLD PLANING AND A.C. OVERLAY NO SCALE 9524 19TH STREET ATTN: HAL BERMAN/ STRIPING GENERAL NOTES AS SPECIFIED IN CONSTRUCTION NOTES. RANCHO CUCAMONGA, CALIFORNIA 91701 MATT GLEN TE:*NOSTRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR ESTIMATE ONLY. ACTUAL 1 ALL STRIPING AND R.P.M. S TO BE INSTALLED PER STATE OF CALIFORNIA, REMOVE AND REPLACE A.C. AS SPECIFIED SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE LABORATORY TESTS. A DCA CARCHIB LD (714: 987-2225 FizDF_ o ic7lo►ITGF TRANSPORTATION, TRAFFIC MANUAL AND THE S �GIQ,L ® 'IN CONSTRUCTION NOTES. T.I. OF 10.0 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY SECTION AND A T.I. OF 6.0 9155 O C UCAMD AVENUE, SUITE 8 ATTN: CLAYTON GRAHAM PRO�/Ig10t�15. FOR THE SHOULDER. LABORATORY REPORTS AND DESIGN CALCULATIONS SHALL BE CONTINRANCHO CUCAMONGA, CALIFORNIA 91730 U RI Y8N 8 7RE 0 2 ALL CONFLICTING STRIPING SHALL BE SANDBLASTED. TO FOOTHILLIBLR�MPROVEM�NTS,SHTE 4 of 14 .FC O� CIVIC;ENTER DR. SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. 1( 0 W ST TION 215 ST ALT AVENUE HILGIAN 3 ALL EXISTING SIGNS TO BE REUSED WHEN SALVAGEABLE, EXCEPT AS NOTED. .0. 0X 58 , RIA 0, ALIF NIA, 92376 cF%7 cA L ION (71 9 - s NGTE: SEE TRAFFIC CONTROL PLAN OF PART 1 > 2 COMBINED PROJECT ON 1 EST BR0 K EET A BI �sBR *LEYkt SHEET I7 O 21. � � �� � S� S T OIO, QALIF0RNL9/ 91762 ' CITY O F RANCHO CUCAMONGA ART BASIS OF BEARING �; ��-_,,:�:��� TITLE SHEET ( PART I) SYGAIE MU IP/KL WA R DISTRICT (818)%9679/t'1 < ,•, ,_� 5�kIER M�iDRE VENUE ATZ BQ3 sTAl-LINGS BEARINGS HEREON ARE BASED UPON CENTERLINE OF FOOTHILL BOULEVARD �12 AS SHOWN ON THE IMPROVEMENT PLANS FOR FOOTHILL BOULEVARD . �� � STREET IMPROVEMENT AND TRAFFIC SIGNAL MODIFICATION AZALI ORNIA 702 ..?) SHEET 1 THROUGH 4, DESIGNATED AS DRAWING No. 868, IN THE CITY of FOOTHILL BOULEVARD RANCHO CUCAMONGA. h:11 WIL AM 7E :OM NIC ONS COMPANY (7 94 -941 t No.X 7 I 1}NT: / CAO T, ITE A N: M AEL/VANDENBERG ��0 ARI/ ORNIA 7 91 61 `P ,�. HAVEN AVENUE/FOOTHILL BOULEVARD INTERSECTION '��_v. -!•� /j DATE/�?'/f � BENCHMARK � �� APPROVED 13Y �`Y_.4. CITY ENGINEER R.C.E. No. 249r 1" ROUND HEAD BOLT IN CONCRETE CURB STAMPED "S.B. CO. BM 01093" DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF RECOMMENDED AT NORTHWEST CORNER OF 4TH STREET AND HAVEN AVENUE, 1 .5 FT NORTH JL JD STEVE SYNOVITZ 3-cx -9t Z OF END of CURB RETURN. 3633 E. Inland Empire Blvd., Suite 345 ELEVATION 1029.499. Ontario, California 91764 DRAWN SHEET Fox �714 944-5400 JL/JD �1 714� 944 2790 l -OF r CHECKED DRAWING NC. CONSULTANTS - INC CIVIL ENGINEERING • SURVEYINGR.C.E. No. C4N67 EXP, 6/34195 1 ^ 7 G. KAHLEN DATE /2- 3 ' FILE No. `f jcs2s1 12- , , . . . . . . . T CENTERLINE . , . . a • _ • - . . . . . , • . • 3212 42 XISTING FINISH SURFACE----_,, cnInA& to OD 4210Or Iq 0 O f m tG ,O O N N O _ cq 16 O N — — — — 12 6 • _ — .— - - — — — — — + ,1206 + • ♦ • • • e • • • •. • • • • • ♦ i • • i • • s ♦ • • • • - ♦ - a • • ♦ • • • • • • ♦ • • • • • • • ! • ♦ a • ♦ I a a ♦ • ♦ . ♦ • ♦ , --+ , ♦ • • ♦ e s e -• , ♦ • a • • < • ♦ • • • ♦ -• . • • - - ♦ . s • • ♦ • , • - • - ♦ , • • i • ♦ a < • , a • • e t - • • • • e • • • • • , • • , • • • • • • ♦ a , • • • ♦ • • ♦ • r • • • , • • • • a • • < . • • • , . i • • , ♦ � a ♦ • • • • e • • • s ♦ ♦ • • • ♦ a • • • • • • ♦ • • • ♦ e s • • • • • • , r • 1 EX STING FINISH SURFACE • . . . . . a . . . . . . . . . . . . AT SOUTH EDGE OF PAVEMENT f . . . . . . ♦ . < • ♦ . . . . . . . . . . . , •f2f0 . . . . . • . . . . . . . . . • . . . . , „ 7 LQ -1210 C14 N -1208 > . • . . . . . . . . . . . 1 , f , . . . . . . . . . ♦ . . . -1208 . . .f2 6 . . . . . ♦ . . . . . . . . . . . + +� - - - - - = - - — =1— ! _.24._ - - - - y - - -- U f day, ♦ 1206 \ w La IA �' Z N 10 0204 N N U • . • • • , • • a • , • , • a • • • • • - • . • • • . < • • • • ♦ • ♦ • ♦ . • ♦ • • . , • . a ' .. ♦ . e • e -♦ • a • e • • ♦ J • • ♦ ♦ . < - • Vv _ • • • < a .� a ♦ < , • • a e • . ♦ , . - . . . . . . . , . . . . . . . . , • , . . . . . . . . . , _ • . . . . . . . . 0 . _ . . , F . . . I ' , . • • a . . , i • C3 . • r • • < . - . a , 04 ♦ . < . . . . , . . . • . . • . . . - . , . < . . . . . . • . • , k . - . . . . . . . . . . . - , . . . - . . . . . . l s : . • . . . • • , - . . ♦ ~ , . • , �I.-.L_ . . . . ♦ . -< • . - . . . . . . . . . . . . . . . • . . . . . . , r' SCALE: 'o • o) • z HORIZONTAL 1"=40' . . . . . . . . • • . . . . . . . .m • . . . 5 .46' TRANSITION ' ' VERTICAL i"=4' 1 12 13 14 15 16 17 18 19 20 20 21 — — — — — — — — —\ — — — — — - - - - — — - - - — — — - — - — - - — — — — - - - - - - - - - - — — — — - 0i II O I � EXISTING CURB AND GUTTER I I I 1~ -1"= O -__ 351 .30' , 1 , 4 - � ILL s _ _ _ _ _+ 89'19'05" E _ 4_05.80' o a + 1 A N AVE. 16 17 - - - -F--- } a 19 - I"�� - - ------- 18 6 l CURVE DATA -'` - - - _ EXISTING EDGE OF PAVEMENT TO 8£ REMOVED 13 i - - BY OTHERS 8 REMOVE — — EXIST BERM NO. 0 R L T 6 �� PP 382405E 12 5� 1 89'08'41" 35.00' 54.46' 34.48' 4 ' - - --- - - - - - - -- - - - - - - - - - - - - - - - -- � - ---- - - - - - - - �- 19 rsae 12 io o � 9 6 rN i TS 8 119 i 0� i o cn Z 19 6 EXIST.SIGN W +OZ 3 EXIST. SIGN EXIST.SIGN 6 FeMov� PN.RIsE - 6Y o EXISTING RIGHT F WAY c eh RG 0 - E XIST.SIGN r1- N-V - , . z a 1 I +-o + v,b . ,. v~i m Q 6 1 1 48.00'TO BE REMOVED T 1 I I I 0BY OTHERS3 I ZCONSTRUCTION NOTES. PP 1382405E 1 "IanSCALE 1 =40 NC� EXISTWG RIGHT OF WAY I I I I I ••� ( I w C`4 TRAFFIC CONTROL Box 1 I I ' I I ( W 7SAWCUT. +� + O I I I 2 it EXP 30-95/ ;�FaOTHILL to BLVD . M I11N 104+84.25 GTE H I I C4 ECR I I ., I I I CONSTRUCT 5 A.C. ( 0.15 A•R•H•NI• aqM 0-2'7 l3Q�� •%o g,'-s A G. OVER 6" CLASS 2 AGGREGATE BASE do I I , O w Lj V)REMOVE AND RELOCATE. (FOR SIGNS SEE SHT. 4 of 5) Tin O, 6651 GoNTIAU196 IM"ZVF-k4WT; c Bus sT0 I o I I O+� I I I 1G G R D vD hJCN VE GIV T R Td ofFw M" PLVP.) rAIKT 2 SHEE? 10 of 21 REMOVE EXISTING A.C. PAVEMENT. N � A � �msIcI I I I I Z » — w �r I I I O CONSTRUCT 8" TYPE "A2-8" P.C.C. CURB AND GUTTER PER CALTRANS STD. NS-A. � ,s ( I I ,� , CITY OF RANCHO C U C A M O N G A I I PLAN 6 PROTECT IN PLACE. (FOR SIGNS, SEE SHT. 4 of 5) O I 67.00 I AND PROFILE (PART GRAPEVINES AND STUMPS SHALL BE REMOVED N RY EXISTING RIGHT OF WAY y `" I O AS NECESSARY. I � I STREET IMPROVEMENT PLANS ® COLD PLANE MIN. O-J 5' DEPTH, OVERLAY MIN. 0.10' A.F.R- M- --`tw_Of' momfGD — - - - - PAMM�NT WIVENIW4- FOOTHILL BOULEVARD (� HAVEN AVt,- MOtA aIVIG aIt1TeR O CONSTRUCT 5' STABILIZED SHOULDER. �' DI�►�� rr PP,7TO �-1- 8I-VD') PAKTZ, sugtT • 1 10 Of 21• ± 700' WEST OF HAVEN AVE. TO HAVEN AVE. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. N8-B, CASE E". ARK REVISIONS APPROVED DATE APPROVED BY OCONSTRUCT MIN. 4' THICK CONCRETE SIDEWALK. A' DATE . 2 4 5 CITY ENGINEER , �/r��2.��' R.C.E. No. 24953 DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF RECOMMENDED REMOVE EXIST. TRAFFIC SIGNAL, & PULL BOXES (SALVAGE TO CITED (SEE SHEET 5) JL/JD STEVE SYNOVITZ 3-t-1 -qZ 3633 E. Inland Empire Blvd., Suite 345 — REMOVE TREES Ontario, California 91764 DRAWN / �j SHEET 714 944-5400 / �� � ADJUST TO GRADE _ Fax 714 944 2790 JL/JD ( 3 OF CHECKED DRAWING NO. 19 NEW TRAFFIC SIGN, SEE SHT• 4of5 CONSULTANTS - INC CIVIL ENGINEERING SURVEYING G. KAHLEN R.C.E. No L EXP, s/x/25 /d 7.3 DAT FILE NO. 7 50'252 i i _. M . . . . . . . . . < < OD ^ r. o o • < ^ N < , o TtW < EDC, WP FV( INT N O / / , . C� i 00 0 M to 1199 �; � � 00 . < N LA_ WE SIDE 1196 y . . . . . . . . . . . EXIST., W WESTERLY . . 0 . . . . . . . . . . . . . . . MEDIANOR 7 / e < , 1194 . , , . . , . , { e 0 N < , N / !I !• - , , , < , , . . . . . . . . . , . . . . . , . . - ip �N s CD r O � Nll O!N o 0 < 1200 . . . N N rn ' y EXIST. EASTERLY rn o — o = 1- MEDIAN 0� N 'WE SIDE 1198 o o N 04 �� < . Orf M N . . . . . . < ~ , Np N . .' I , • , , , . . . . . . . . . . , . . . , PO g o £ASTI=RLY pdp . . . . . . . . . . . . . F < 00 o y . TOP OF CURB N N . . . . . . . . . . . . . . . . . . . . , . o) o) FN M'I QO / / �� NN / N fcpp0 O70) r 00 r- / u- nn OO o^i Of i U �^ N� O 17 N / 00 Est SIDE 1198 P J N N / N - / c0 O 00 �a o00 1199 < . . . . . , . �� . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . A C4 00 . . . . . . . . . . . . . . .. . . . . SCALE: < 1196 , . . . . . . . . . . . . . . HORIZONTAL 1"=40' . , . . , . . NA SIDE � . . . , . . . . . . . VERTICAL 1"=4' / 100+00 101 +00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 saw 404TII�WIN6 IMPKOVI;MI;NP, 09 Weg AVC0155 (I oM W6 ceATM Pg. TO fwTtftIL BLVD.) FART 2, '31tf�sT 10 of 21 SEE SHEET 3.� I / U I / EXISTING Row o / I SPB d p /F N + x I i I _ Q h^ I J TELBOX r, / I U EXIST. E.P. L J 00 // I II 00 ° SIGN SIGN GTE MH IGTE MH - - - - - - -+ - - - - - v W i W V'S - - - - - - - TSP@— - - - - . .- -1t- ___ - - 10"w_ _ _ _ -I► --- yy- - - - - - - - 10"W- -- - SIGN G- - -- I I I wv Os Dd 0 0 I ttl O a d I. i i. t0 105+81.83 HAVEN AVE. _ _ 20+00 FOOTHILL I AVE - r r-i r-i 0 2+0o N 0'10'24" W 103+00 EXIST. MEDIAN 104+00— — — — r , — —105+00 tos+00 — — tbr�oo _`.J _ o M 16 0 - - - - 15 -6"G~ - - - 1 - 1 -- -- t4 F J 1 I L J - - - - - lr M O _ C I I 0� � _ _ _ _ _^� - _ r '_ 15 I I I o - 2" r� - t "S - - o - - - - - -- -12"S- I I o L _ _ _ _ c t5 r, Nro 1 I( _ -�12"S- - - - - - - -GTE - -L� - —10"W- - - - - - - - - - - - - - - -10" - GTE MH- -IO"W iA 6"Ci I WY — -- O 14 r- - _..B wv's� i i - I I - 1 SLP@ 16 - o - 16 c - - - , \ }- - L' 1, _ - + _ --T 10"r. EXIST. C do G �- - -$ - - - - - - - 1� --� - --- - - - - - - -- - - O• TSPS TSP@ o TSPS r TSPS \ -.- _ ML - - 6 - - - - - - --- - - - - - -- -cava -� Ioac' -� -_ lT Wy5 ` G i - - Z GV TS-PB EXISTING O o PB R.O.W. Z z o0 \1 .L- •Q _ d :5 0- HAVEN AVE * 0 <0 M H O tui ( �' TSPB Sf.E �04TIMuloG IMPROVEMEWTS ON HA�N = w AVE. (FPM CIVIC,CeRTCC OFC• TO piDMIU.bLVp ) W D: ,� iLd� rA R'>r 2,�Mt.E'T 10 .� '211 � � p o �z Z m `�, DESCRIPTION OF REVISION DATE CITY N (D \ FOOTHILL O T H I L L BLVD . ,.- APPROVED: W 2 CONSTRUCTION NOTES: o m t .-, ; CITY OF RANCHO C U C A M O N G A SAWCUT. _ , R r ,_? '' PLAN AND PROFILE PART © PROTECT IN PLACE. � ; � -3c-9s STREET IMPROVEMENT PLANS FOOTHILL BOULEVARD t4 COLD PLANE TO 0.15 DEEP AND PLACE 0.15 A.R.H.M. `, - - SOUTH OF FOOTHILL BLVD. ON HAVEN AVENUE is ABANDON IN PLACE. SEE SHEET 5 FOR RECONSTRUCTION. ARK REVISIONS APPROVED DATE APPROVED BY DATE '-V"' is ADJUST TO FINISHED GRADE. CITY ENGINEER `�-���M G:�� R.C.E No. 2`�95� Q REMOVE FXIgTING AC/AB AND CONSTRUCT 0.42' AC OVER 0.62' CRUSHED AGG. BASE ( 0.15' A.R.H.M. OVER 0.27 BASE COURSE A.C.) -- DESIGN STEVE PREPARESYNOVIT2 E DIRECT SGP6RVIbIpN of RECOMMENDED %1 _q Z 3633 E. Inland Empire Blvd., Suite 345 H N l t8 Ontario, California 94491764 DRAWN -,//)/-tCHEFT Q LIMIT OF COLD PLANE AND OVERLAY. % - HN/JL Fax 714) 944 2790 ' 4 OF 21 CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING CHECKED /30/95 DRAWING NO. R.C.E. Ko L EXP, 6 DAT - - FILE NO. /4 7- 503253 GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PUNS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND HE STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION NOTES: WORKS CONSTRUCTION - DATED 1991 -ANP }UV,,5e4LJ�,t4T *0r?L-6M6NT5- STREET I PLANS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE REMOVE EXIST. AC/AB AND CONST. 0.42' AC. OVER 0.34' CRUSHED AGG. FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. BASE (0.15 A.R.H.M. OVER 0.27 BASE COURSE A.C. 0\1M 0.34' G•A � � 2. HE CONTRACTOR SHALL POSSESS A CUSS "A" CONTRACTOR'S LICENSE IN ACCORDANCE WITH HE PROVISIONS OF THE CONTRACTOR'S 2Q SAWCUT. F 0 R LICENSE UW, SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY HIM. , 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE Q3 CONST. 0.42 AC OVER 0.34 .CRUSHED AGG. BASE (0.15 A.R.H.M. OVER 0.27 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO BASE COURSE A.C. oJEtz C>•54 G•A •�•) EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, Q COLD PLANE TO 0.15' DE E P AND PLACE 0.15' A.R.H.M. ( OM: COLD PLAMe AND AMM WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON HESE PUNS. OVE1.-AY DEPT41 VAF-16y It,l SPM(✓ AREAS To TH•6 G2✓s)Ie')GgA-Dc- E FVATIOt l As 5+10wf4 AT 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 'Q+t; oRos5 -7*c;nc>9 ftA9,5,• AV ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN Qs ABANDON INDUCTIVE LOOP DETECTOR IN PLACE. SEE SIGNING & STRIPING CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PLANS FOR RECONSTRUCTION. 5. HE CONTRACTOR SHALL MAINTAIN AN ACCURATE SET OF CLEAN BLUELINE "AS © ADJUST TO FINISHED GRADE. BUILT " PUNS THROUGHOUT THE DURATION OF THE PROJECT AND SHALL FROM CIVIC CENTER DRT O F a O T H I LL BLVD • OBTAINING I LHEUREVIEW COMPLETION OF WORK. SUBMIT ENGIN ER,TO THE CITY AFTER � CONSTRUCT 4' WIDE H R. �� �1 Q E S OULDE Q PROTECT IN PLACE. FEDERAL AID PROJECT N STPLN - 5420 ( } CROSSINGS, RS RELOCATIONS SHALL WATER, ELECTRIC, G BE CONSTRUAS, PHONE OCTED PRIOR TO PAR OTHER UTILITY VING. MAINS , Q RELOCATE AS 'D1P...6GTED 5Y G-NGtNE£I� . W LY R/W• 7. THE CONTRACTOR SHALL NOT ORDER OR PUCE ANY PORTLAND CEMENT STABILIZED CONCRETE OR ASPHALT CONCRETE PAVING UNTIL FORMS AND SUBGRADE AND/OR -CONST " SEE PLAN \14#E'LY R/W SHOULDER AGGREGATE BASE HAVE BEEN INSPECTED AND APPROVED BY THE CITY'S ENGINEER. 8. IF ANY UTILITIES OR OTHER FACILITIES, NOT OTHERWISE SHOWN ON HE PUNS, 1eONSTRUCT Ir CURB PER e'Ty WK3014 AVE. I SAWCUT 1 CONFLICT WITH THE PROPOSED IMPROVEMENTS, ALL AFFECTED WORK SHALL BE Q CONSTRUCT 8" CURB AND 24" GUTTER (A2- 8) Fm uTY STD. 104• EXIST. E.P. SEE PLAN STOPPED AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY'S ENGINEER. Q �IJ61t�� I SAWCUT-� REMOVE EXIST. C.B. & PLUG EXIST. PIPE A5 DIR1DD 13Y 9• WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF I I ( A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS NPONLAND AVE E.P. I I I E)tTST. A.C.SURFACE 4' WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL 14 CONSTRUCT SIDEWALK PER CITY STD. 103.(AS SHOWN ON PLAN). I srae. ouL ate BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE L' `�THEREOUIREt) I MATERIAL. GRADE A OVER; _AY W/ 0.IS ARHM 1e RELOCATE TRAFFIC SIGNAL. GASEUNE AVE. SEE PLAN ' I'SAWCUT* I I 10. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS VAIN, 'EYIST. PAVEMENT STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE Q RELOCATE WATER METER, FIRE HYDRANT & WATER VAULT BY o-De4a5., ��' I 4 -fo&A C.44 I I I ( UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL I ' QE 4.STA131LIZED 5�F r>Et�IL . &.66„ r`O� T �At_ �X1ZfIN6 L PAVEMENT WIDTH PRIOR TO PAVING. ® REMOVE EXIST. CURB AND GUTTER DR X55 cqurTER• I I L tiSHOULDER col p r,�N�A�oJD/zLAYsf=cTlorlS. U 3'I II. CONSTRUCTION SURVEY STAKING SHALL BE CALLED FOR THROUGH HE CITY OF ' 1o00 L �V0 �� A.R.H.M. OVERLAY DEPTH VARIES TO 3 I -� t9 RECONSTRUCT DRIVE APPROACH PER CITY STD. 101-0 PROJECT _ 3:1 MATCH GRADE BREAK ELEVATION I SEi DETAIL B �- RANCHO CUCAMONGA, ENGINEERING DEPARTMENT AT (714) 989-1862, TWO FULL < SEE DETAIL"A° "' 3 WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE. -REMOVE EXIST. ACJAB AND CONST. 0.42' AC OVER 0.62' CRUSHED AGG. BASE SITE < �� 12. INSPECTION AND MATERIAL TESTING SHALL BE CALLED THROUGH THE CITY ' - 3 Co: a°^MAz"E' OF RANCHOS CUCAMONGA, ENGINEERING DEPARTMENT AT (714) 989-r862 , ONE (0.15 A.R.H.M. OVER 0.27 BASE COURSE A.C. OVEt' O 62 C.A 13) 4 STREET WIDENING TYPICAL CROSS SECTION _ _ _ 1 FULL WORKING DAY (2 4 HOURS MINIMUM) IN ADVANCE. ' < = NTS .19'MM.ARRM OVERLAY RELOCATE STREET LIGHT & ELEC. VAULT 5Y OTNPRy• x FOURTH SrRM R-VALUE 60, TIS 9 FOR SEC. 3RHM COLD PLANE EXIST. A.C. AND OVERLAY R-VALUE 50, T i 9 FOR SEC. 20. OEP H VARIES ® W LY R/W 13. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, = TO A MIN. 0.15'A.R.H.M. (REFER TO THE eeNSTRUCT SIDEWALR RAMP PER GI:PII` STD. 3066. CROSS SECTION ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON ® " " ATE 10 f 0.15 MIN.OVERLAY O.I5'ARHM PLANS) . REQUEST OF THE INSPECTOR. PC A.R.H.M. OVERLAY, SEE PLAN 10' 4' DETAIL 8" ", g_,>�" r_�• D-96" r$I ���" DEPTH VARIES(REFER ' 14. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND HE FOLLOWING UTILITY T TO THF CROS, SECTION �U PLANS) 1' � COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION: SAWCUT bp, ER ei:pe ITH DETAIL"A" EXIST, A.C.�SURFACE EXIST. E.P. STABILIZED AND SE "r' LOCAL DEPRESSION PER C-ITy ST- SHOULDER SOUTHERN CALIFORNIA GAS COMPANY 714 394-3814 E'LYI R/W OSRLAND COURT �714 S ® � I I 3.1 SLOPE TO MATCH SAND MA ' CALIFORNIACALIFORNIIA 91773 ATTN. TOM STUVE ® LIMIT OF COLD PLANE AND OVERLAY. � L, � EXISTING GRADING. SOUTHERN CALIFORNIA EDISON (714) 357-6227 7951 REDWOOD AVE. ATTN. ED LONG VICINITY MAP FONTANA, CA. 92336 PUNNING DEPT. ® JOIN EXISTING. ` 1 ''`� � � GENERAL TELEPHONE COMPANY (714) 949-8208 585-A NORTH MOUNTAIN AVENUE ATTN. MARTY REID REMOVE EXIST11* rCc- 5LA6 ,9R- SIDEWALK. ANDIM Por-T1,04 of Pce, dAPW-4IVSWA0f- 01tAh- NO SCALE S >7 ,4t_ ���' 8, n" TYPVA- 00W PLAPe UPLAND, CALIFORNIA 91786 Jp ov aAy s dolls. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ® REMOVE EXIST. TREE. A.R.H.M.OVERUY DEPTH VARIES TO 3 9641 SAN BERNARDINO ROAD ATTN. JIM CLINE MATCH GRADE BREAK ELEVATION P.O. BIN 638 ® RELOCATE & RECONNECT EXIST. IRRIGATION EQUIPMENT AND RELANDSCAPE RANCHO CUCAMONGA. CALIFORNIA 91730 AS DIRECTED BY ENGINEER. STREET STRIPING & METROPOLITAN WATER DISTRICT (714) 250-6564 IMPROVEMENT SIGNING TEMPORARY BUS BAY TYPICAL CROSS SECTION (c sTA. Io5*moo ro 104+44-e9) LOS ANGELES.152, TERMINAL CALIFORNIA 90054 ATTN. JIM HALE 31 ADJUST TQ FINISHED GRADE BY OTHEKs. r N R-VALUE= 60 , TI=9 CHINO BASIN MUNICIPAL WATER DISTRICT (714) 987-1712 rl,�N1 y-r��-r 1� -MA6NOu� 6RA�1Di!'l.DIzA Inau�ttc 6� r i P.O. BOX 697 ATTN: LARRY MILLER CITY 6M• PLAN NO.505. 60'O.c. 156M,. 51Z>: r�>Z CUAtr Foo ILL t_ V_D_- _ SEE PLAN 1 RANCHO CUCAMONGA, CALIFORNIA 91730 PANT STKEET TK,�-�KAGNYGHITO�) POrIJ(,NEOUS Ah 51•IDWI� , 15 6p[. I'�R GUi�KI�tT' C1Ty STP, SIMMONS CABLE T.V./SCOTT CABLE T.V. (714) 987-7122 `� ��' I I SHT' Iib 13 I SIMM 19TH STREET (TTN. HAL GERMAN/ ® -O "f ASND AQJU�sT TO 6RAbE 11UbER5IDEW/ALK DRAIM AS DI1zCTrxv Iy`r ��INBm _ RANCHO CUCAMONGA. CALIFORNIA 91701 MATT GLEN 56Z ISAFFIC COMTKOL rl.AR FOR rArT I RIZ COM51NED P90JECT ON 5TH 75 17Toll . I DCA A9 EVIsI N INDEX OF SHEETS INDEX OF SHEETSo C �I DR. 9 f2 I c L o ATTN: 987-2225 � 9155 ARCHIBALD AVENUE, SUITE 302 (TTN: CLAYTON GRAHAM RANCHO CUCAMONGA, CALIFORNIA 91730 DESCRIPTION SHT. # DESCRIPTION SHT. `� �' / •':. CONST. 8" CURB U P T FN: 74 86 N THICK 5 W K RIA SO A n U P 51L -OEE*fAN TITLE SHEET 7 CONST. 8" C PLAN do PROFILE STA. 80+00 TO STA. 100+00 I'L 4 PCC BUS BAY 0. . 1 .L` DETAIL°A3"B" RP? T`fPIGAL COLDPLA05 RI 0, C IFOR 376 . STA. 100+00 TO STA. 124+00 I� �c oV��-aY St�Tlorls. 3 C QSTPR �K T (7 N�: iL 8 R TLEY / ETA ATT �� A.C. PAVEMENT AS SPECIFIED IN T IAK O,"LW /91762 C__!____!__! CONSTRUCTION NOTES. BUS BAY TYPICAL CROSS SECTION U COLD PLANING AND A C. OVERLAYEL U P I�fRICT 1i"f �47�?44y r-� + .39 109 4 TRAFFIC CONTROL - PHASE 1 do 2 17-19 NTs AS SPECIFIED IN CONSTRUCTION NOTES. 1 ER A l /�T BSB'S7�CLLIAtCS 6 NOT USE F"ST C NI:9 02 -6:;A.- TRAFFIC CONTROL - PHASE 3 20'21 ® NECOVE AND REPLACE NOTES. C. AS SPECIFIED BT�A�AC L M NI MPANY (71 �9�7- 4�1' C TUIPNYIGI1"CMe AIyDENBERG sT� .n . ,,,, T!1 CT• S„ 199cFFI6�^�IaITFi9L - PH�1S€T- LEGEND R 7 B C QQ TO TA CENTERLINE IRR. IRRIGATION BOX CROSS SECTION PROPERTY LINE PP POWER POLE R.O.W. RIGHT-OF-WAY GV GATE VALVE 0 ftDDSV MOT>✓ AT coNsT: t4DTE 25 (AVL7r-1p11d0LQ 4-tt-13 yVle STA. 80+00 TO STA. 90+00 134. }9--9�-T�-STA. �9 F 60 "9 TC TOP OF CURB WV WATER VALVE DESCRIPTION OF REVISION DATE CITY APPROVED: STA. 90+00 TO STA. 100+00 9 rG;FA. 99 1 199 ;@ 9191 ISE) FL FLOWLINE WM WATER METER STA. 100+00 TO STA. 108+00 10 FS FINISHED SURFACE _ HYD. FIRE HYDRANT CITY OF RANCHO CUCAMONGA '4 1: 1 EP EDGE OF PAVEMENT PB PULL BOX ��� TITLE SHEET ( PAKT2) C ec c CURB do GUTTER ST. LT. STREET LIGHT ' STREET IMPROVEMENT PLANS IRYS 130 CB CATCH BASIN FS VLT. FIRE SERVICE VAULT •Y Bff*!� ,r--69 i SO GTE MH GTE MANHOLE TSPB TRAFFIC SIGNAL PULL BOX ' � Exp HAVEN AVENUE�.� BUS BAY DETAIL II MH MANHOLE RR BOX RAILROAD POWER BOX �l�r,. CIV4� • `'- FROM OMC CENTER DR. TO FOOTHILL BLVD. A.R.H.M. ASPHALT RUBBER HOT MIX STRIPING do SIGNAL STA. 80+50 TO STA. 90+00 14 A APPROVED BY /J DATE/2 :1," �"7 T-9 fir-p' ^^ - 111:0 STA. 92+50 TO STA. 100+00 15 /',� CITY ENGINEER G�� R.C.E. No.2f S3 DESIGN RECOMMENDED STA. 100+50 TO STA. 105+81 1� BENCHMARK HN GERALD UNDER ITHE DIRECT suPE►ms1°" °F 3-18-IT. 9035 Haven Avenue, Suite 105 -40 1 99�s•�n . 99 -_ •9 / 1" ROUND HEAD BOLT IN CONC. CURB STAMPED "S.B. CO. BM 01093" 9035 Cucamonga, California 91730 DRAWN SHEET AT NORTHWEST CORNER OF 4TH STREET AND HAVEN AVENUE, 1.5 FT. OF END OF CURB RETURN. (714) 944-5400 HN/JL / 72� SHEET INDEX °F ELEVATION 1029.499 CONSULTANTS • INC CIVIL ENGINEERING SURVEYING EV. DRAWING No. YI _ Ekr•. h70-1993 R.C.E. No. ��3 DATE 30 11 FILE NO. F. 5036TS r s! t Q 1172 ♦ • O �p , • 1 . ---� -1 - -+ + _ . - . • + . _ --1 - . _ ♦- . + • A i 1!89 . . •o LLXIS1T. 1NE5TE�tLY ` EDGE•OF- P*VEMENT R - EDGE �OF PAjdENEN '' o o ry { _ WV DE- . i V v� 6•� Z� •/ LL r g • x•63 _ }}78 0 Ln N r1 d 4L A f ! in r- 1� ffO X11 46 O> • , ',660 I a- r. Pn _ _ • ♦ x ♦ ♦ Z O(o0 � PROPOSED •'111E TEt1.Y � � � on � . 11.72 � �� . . . . � � W- I r = EaGE 0f PAVEMENT iJ 01o) m EXIST. WESTER W It -- 1 _._{ + ♦ ♦ - 1. 1 { 1 f r _ mXIT.~W ST�RL�' �. An N MEbIAN A H a r00 '!}'i:9 PROPOSED WESTERLY NIq ;e EDGE Ot PAVEMENT �♦ 00 r- ::: W ll8fl WEST MAN $ . W. F ' O I^ n Vi ...� •� - i '+ ♦ ♦ ♦ • ♦ ♦ ♦ ♦ . • • . • • • • • • . • • • • • • ♦ • • .!• . . • • -• 1 lig . . N . . 1170 4, ._. 1 + 1 - ._ __ ; _ c' `^ ♦ . . . . . EXIST. EASTERLY . . . . . . . . 0. �' po h o _ IAEDh(N � 0 � rn 0 In O' • -_'L--'�-_�_ '� - + ♦ . . . i . • . . . . . . • . . . . ��t . . . . . • . . . . . . . . . . . . . . � . . . . 0^�1 ^ 1174 � ^ 117V * M . . • , . . , . . . . In 00 all t 00 i0 t0 N 00 N ••' •Ji IA 00 U L� O O W • Ili tD U EXIST. EASTERLY M MtDIAN . . . . . . . . i . ♦ a • ,�,UE - . . . . . . . . 1172 . . . . . . Ci �o .�" W. 148A EAST 11} ,DIAN. U ORn v too n � 0 10 in in ,o O F �n ao N n •. ' = 1-178 w °° _� �• v 1174 n • `� 11?'g on in M �. 1 1 ♦ • • ♦ -. • ♦ • • • ♦ • a ♦ ♦ ♦ • N t 1 �� . t0 M h C4 0 F- IISTiRll 40 .4 + - - 4- __ , C4 ^. .�. _ 4 ♦ .TCO AF CURB ♦ � � � � -1172 74^ . . . . . . . . C4 1O iz EXIST. EASTERLY 4._..1 - -- 4 4. . t + / _ 1 « • • . . . . TOP OF CURB N ID H L00 h TH _ PROPOSED EASTE Y � r, r- _. —i i 1 + t TOP OF CU*B P-pili + ♦ . . . . .LO N . . 4 Willi 11178 . . . . . . . . In FID 4. 4 1476 / U J 10 f . .# . 4-- .� -1 _� a _ 4 . + ♦ ~ lL • W t0 tro O woo �^ �^ - 4fr� viii - - 1 4 +'1194 i * � 1 �w •-• �`' « , , « p 1174 r r _ � . . . . ' ` f v 6 - _ ...4--..� ---+-- ---- ^+ + --- -- _ ..-i.--- - N . �. . . �, . . . . ♦ .. .� ~ ; .., . . . a • . - . . SCALE: i i-- -i 1-- i + . . �. . , •7,� . . . . . . . . HORI2ONTAL 1"=40' . . . . . . . . . . . . > • 1}7>a - -� + ♦ ♦ + t t c I --� , N w VERTICAL 1"=4' , ♦ , 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 40' NOT A PART 8 li EXIST• ROMP n APN 208-341-015 8 � EXIST. Row + 17 Lai i = W V) W 8 5 - Lhi W S J 8 OD 5 J + r 85+00 86+00 " 87+00 + I I 89+00 _ o + $ n I - - Is"- -- - -- - - - - - - - - N 0104 W - - -I-- - - - -- - - - -- — - - - - - pill h E 6a < F — — — — — — 4 — — — — — — — — — —17'S— — — — — — — — — — g — — — — — �- — — — —12"S— — -ri g 1 2 6 w 6 L 5 4 g r� W 1 r� W— — — — — — — — —10"W— — — — — — — — —10"W— — — — — — — — —10"W W •o Z_ ST.LT, ST.LT. ` - -�- ..J V SPT "G -�- -- -- - -- - - - - -- - - - - - - - - - - " - 1 r - L- TSPS - ---- � 10'G — — — 10 Cs �_ _ — � �— — —ExiST. C do G 1 C H 3 < 8 EXIST. ROW 01% IXtsT. ROW g n g 8 ^ .04 APN 208-622-027 APN 208-622-035 APN 208-622-036 o n W)C4 + z O Qj1- + o O =O U► ro o ♦ W m WN 208-622-028 CD Z_ CD Z FD 0:2HAVEN SEE SHEET 15 FOR DETAIL Cnz AVE . CURVE DATA NOT A PART J CITY DESCRIPTION OF REVISION DATE APPROVED: � R L T B 18'55'29' 92.50' 30.55' 15.42' CONSTRUCTION NOTES: VIEW- CITY OF RANCHO C U C A M O N G A C 1740'49" 136.67' 30.25' 15.19' ,QHN D 1740'49' 273.33' 60.50' 30.37' 1�2 SAWCUT, 11 nONSTRY T d' nllon �R CITY STD. 3... .. PLAN AND PROFILE ( PART2 ) Q CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE (0-15' A.R.H.M. RECONSTRUCT SIDEWALK PER CITY STD. 1.03 (AS SHOWN) cc G P OVER 0.271 BASE COURSE A.C. OVA . O ?' G'A b ) Q RELOCATE WATER VAULT, WATER METER AND F.H. BY aT+ts "' N0. /$752 v' 7p; STREET IMPROVEMENT PLANS Q COLD PLANE TO 0.1'5' DEEP AND PLACE 0.151 A.R.H.M. (f4,- : COW A.Np/AVNµ 0 REMOVE EXISTING CURB do GUTTER. ' HAVEN AVENUE OVF��-AY pEP I VAfKI� IN �M� dZeAC� P Vt- _ PE5IMP 6FA�E r�V,4TIoN A'J fl CIYtI �� 5WWI( J AT -fN�c,�� 5�G710N MAN .) ®i RELOCATE STREET LIGHT, AND ELEC. VAULT BY oTt+Egs Of L►.',�EFROM STA. 80+50 TO STA. 90+00 05 ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. ® JOIN EXISTING. APPROVED BY DATE/�- Q ADJUST TO FINISHED GRADE. ® CITY ENGINEER �(C/ GiyL�� R.C.E. N0..t'f9S3 REMOVE EXIST1aG I?G•G• SLA8,9fi` SIDEWALK. AND/OR Pl�ttT10N of PGG UhIDER 41D�1NALK. OK�t>,1. Q CONSTRUCT 4' WIDE STABILIZED SHOULDER. DESIGN RECOMMENDED PREPARED UNDER THE'bIRECT SUPERVISION OF ® REMOVE EXISTING TREE. HN GERALD J. LINDQUIST 3 , k$ - Q Z 9035 Haven Avenue, Suite 105 e0 PROTECT IN PLACE. ® Rancho Cucamonga, California 91730 DRAWN SHEET AS NRECTED BY ENGINEER r Q RELOCATE AS DIf'EGTF,D f31' �61Nli�R' ' (714) 944-5400 HN/JL ill' Rue:F d T I!G!< Pee r�USBA CHECKED �� DRAWING NO. VT\ CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING EXP. s-3o-t,w3 R. E. No. terse / 173 DATE V 3O FILE NO. F. 5036-9 s o �• � 1190 WESTERLY - n ♦ ♦ • 4 •# I 4 ♦ ♦ ♦ I I7D #EDGE :OF" PAVEHET W 4 4 ♦ • ♦ -1 - AIL } A = 4 -# .♦ ♦ a EXIST WESTERLY on a Q w + .# . ♦ ♦ ♦ ♦ • ♦ • • • • • • • , • • • ♦ - • • • 1 • . n Im 0; r - • • • a • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • • • • • • ♦ • ♦ • • • • ^ • 4 4 -4� • ♦ ♦ ♦ s ♦ ♦ ♦ ♦ 1 - 4 ♦ ♦ ♦ ♦ -♦ 1 -1 ._ TOP OF CURB . _ ~ � _ t PRO P"O 11Vllhh' 9 V r + ,� •1186 L K I ST. Y n M 1-1696- 1t 4' 9 E l D6ti OP pAvr/ (T �. , �. ,��" 4EDGE AF .PAYEMEN . . x ♦ ♦ 1 . . i 1 . - . ♦ • EKTS1. Y . ° • _ _ ." Q . �/,� A46 . not r p r ♦ 4 • . . ♦ ♦ ♦ . ♦ f U �. t0 w. �• ' r . ~ r CPRoPosE i•! •� "l Y T ' f 11,74 4 # # ♦ • # 1 1 i_ 1 _� 1 .EDGE 4F.PA �EMENt �, o m. - «_. .ao ` N • _Ip P _ , t r v v n ~ Z l9 N ' u r i OI ►, — f IA ao - _ ♦ 1 7• •,el � - t— '0n.�' PROPOSE© WES ERY U i a°i 00D0 "' lu °f _ _ � ^ . . . . . . . • ♦ 4 4 a EDGE IOF PAVE EN _ _ _ '11 All, ;.�.-.1-�.- .g a �' t . ^ I�.�w 1�I �+ n - _ k ♦ a t .i ♦ l0 • • . r U 1A t�0 . 1 160 Y v V 1 1 7v r' I� "' , • ♦ . -.♦ : • ♦ •.i . ♦ • ♦ ♦ 4 ♦ ♦ ♦ } . ♦ -1 \ExlsT.x-6UtTF1l Fl U1 t � U_ ad n _ ao o �.o OROPO ED• W9ST 0 "! ♦ ♦ '' '� �' ' ° �'�° �` + 4 XI§T. 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PROPOS D ELY. , {' Z rn 00 ,Mjf n0i 0; �_ r �_ 0 t TOP OF URB ► u `U• a 4 a 4 ♦ . + ♦ ♦ + ♦ ♦ 4 r n Y- cc z:1 .. 4B r r . a ♦ is • ♦ 4 1 ♦ f ♦ 4 ♦ 4 ♦ - 4 ♦ 4 ♦ 4 4 ^ I>o go W — EXIST. EASTERL 11 A Mn Rn TOP 6F -C4 figs 4 ♦ ♦ ♦ shy • ♦ • ♦ ♦ i 1 ♦ ♦ • • V ^ M f r I[) • , 141#&• ♦ • ` . . a • . . ♦ J . ~ �j N i • . .�. . . 4 i - 0 . ♦ . Obi rn , rye • . 4 • ♦ 4 ♦ ♦ 9TH♦ a ♦ + • 4 ♦ 4 ♦-E�iSTL �►S�ERLY .� • � �} 01 ~ � '- L/ '•" -a-- •1196 t t•98 " Cl J U t-1:.96 )C�A�'}' at#1F, � - • TOP OF CURB . W m n "_' ~" 01 M . -# # ♦ ♦ • • • • ♦ • �{• I D CO • 4 4 ` ►r+♦- , U 1� {�z M CV , +•J . ♦ ♦ 4 • • • -♦ ♦ • • 4 4 4 -4 4 • 4 4 - U_ 00 -1._ ♦ - ♦ • • • . . . . a • . • ♦ • V J ,t INC1 , CSA.• .� • • ♦ a • , t • - . �' } �__� i v _j 4 ♦ 4 ♦ 4 `+� • 1 4 ♦ 4 f 4 ♦ 4 f 4 a -♦ rn 'n 1C) N - # 1 4 • _ • U J .. • (H I[1 , ar_ • +r. ♦ ♦ • - • ♦ • 4 , 1 J _ I W ♦ ~ ♦ D O n _ r r V J N 4 4 ♦ ♦ <• ♦ 4 ♦ 4 ♦ • 4 a 4 O U ,O Of Ol .....} ..i ♦ ♦ a . . . . � . . • - OL im n ' • ♦ • O . `.j . . , . ♦ ♦ • • ♦ ♦ ♦ • ♦ ♦ • ♦ ♦ • 4 - a • 11 6� i-. - . M r' . r v / U J , ice„ . i ♦ a 4M a ♦ 4 4 ♦ 4 ♦ -..4 ♦ 4 ♦ ♦ ♦ 1 4 i 4 ♦ 4 a ♦ - � � SCALE: � .J}. K � M — � � MI0 = _ _ "# + - -r • • + 8 , . • . ►•. . . • ♦�+..♦ . • • • 4 4 • ♦ ♦ ♦ • • ♦ ♦ • • ♦. , • , ♦ ♦ . , Y7 - Ol Q . ♦ . . . N _ = . . . ♦ ♦ • 4 ♦ . ♦ a 4 a • ♦ I OI O ,7 00 ' — _ 4 4 s ♦ 4 ♦ • a 1 4 ♦ 11 r r • . ♦s• . • ♦ ♦ • • ♦ ♦ ♦ • ♦ ♦ • ♦ ♦ • • • • . • • • . • • • • ♦ • • • . Q • .�•a . . . N . •. }- - 00 n n HORIZONTAL 1"=40' a°_g w 119A 00 a a' O1 a ♦ 4 ♦ 4 i-_1 r . ♦ • ♦ ♦ ♦ VER'T'ICAL 1"=4' r 4 4611 ' 1 Bit 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 NOT A PART Z� APN 205-341-015 g a� g = > +. 1' - 40• 8E 8 � 8 � 8 � R � g 9 8 51 If EXIST. ROW 8 � o � + + � + �+ °N' __ a EXIST. ROW $`�' 8 � � a I APN 208-331-001 0$ g — — H 1 't� LLa� = 0 1 \ 5 Ty. T�8 EXIST. E.P. 2 9 EXIST. E.P. W y--— — - - . - - W W - W i0 2 4 R 6 gf�-` 5 �`, L J 2 SECT10N LINE 3 L O 3 2 g 4 3 2$ g .o g O ri + 4 -J M� � r c t — O 1 - L J I- J L J J -- .— — g C _ — — — — I — — — — /� — 93 i 00 2 94+00 - i — 95+00'' — 96+00 — — — _ — 0 — N 0' 10'24" W_— +ee 99+00 2 Op g ` I r-1 1 � n -�o'G- - - -- VC- - -- - -- - -- - -_ -- -_- -_—� - - - - - - - — 6'� - . - - - - - - - - - - - �nG - - -6'G - - - - u "n EXIST. MEDIAN — �_ - — t — — — — — - - — — — -t�� — — — —�— — r r 4u6 4 1 4 ��. � L� LJ �l L X T o - - . -i 2"S 4 - - - - - - - -12•S- - i L� - - - - 1 Zf S- � -�. S 2 - - 7 - - - 0 -� � _ i!1 g N L J L J 6 Tlel I � 6 6 6 6 0 W 6 r-i r-I . PO � L J L J WV'S g '` 4 WV � r 30 WV's 2l 4 18 21- 2 n Z - - -10'w- - - - - - - - -10'W- - - - - - 101w- - -- — - - - -10"W - - - - - - - - - -- -- - -10"w-= - _ - _ - -10"w— - - - ---1o"w-- ---- --- -- ----- — — — - — — — — — — wv D = _ _ _ _ -�_ _ _ _ _ —© — — —l— \ / --- —`- m �, �wM N- -- --- ---�sT.L -- --- - -- - ---- -� — — — I — 41; �T?pe — — — --� L— © 0sT.LT © 0 / , _ S�P g r 3 12 2 II' VEXIST. C Ae G ST.LT.4 TBOG 1 I �G -1 SIC - - ��}�•,��. �`=_ "G _- C �X f _ — IiQtlT.u°eeEtiT— — — I " P`• - - - - -- - !` � U In g •� �.. U I I I CCT�Ha. i 'j 8 S aSCe G 4 R ` 8...{ .4 I EXIST. RO I I 1 r 1 r W Z 1 D'R.SIGN J `j" KEL�pRs APN 205-622-036 J L J L J I( v EXIST. SIDEWALK f EXIST. ROW I I [�, (' PREVEN I _- 3 ROPOSED 6'SIDEWALK W - ti,3 , 'EXIST. 6 SIDEWI:_K APN 205 352-005 .J III n Z U a J ❑�E APNt 2J8-352-004 J o 0u / + c� 4,.00' 44.00 ( ami � N� M �� —0 SEE SEE SHT.II of 21 m g IQ co- s �a FOR DETAILS 88.00' M o , - - mU -CIVIC CENTER DRIVE AVE * CONSTRUCTION NOTES: DESCRIPTION OF REVISION DATE CITY APPROVED: 20 SAWCUT. Q RELOCATE WATER VAULT, WATER METER do F.H. BY of-H6Ks CITY OF RANCHO C U C A M 0 N G A CURVE DATA O3 CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE (0'15' A.R.H.M. OVER @ REMOVE EXIST. CURB AND GUTTER. 1�,�N1��, PLAN AND PROFILE (PART a) 0.27 BASE COURSE A.C. 6VCrt 0.34 C-A`D•) o R L T R M A le I« ® REMOVE EXIST. AC/AB AND CONSTRUCT 0.42' AC OVER 0.62' CRUSHED I • F 200 416',39 fl4.57� 30.6.71 15.50 �� 2 STREET IMPROVEMENT PLANS 0 COLD PLANE TO 0.151 DEEP AND PLACE 0.15' A.R.H.A71. (u0r�: GOLD rt.AN� �kFID A1CFfM AGG. BASE ( 0-15 A•R.H.M. OVER 0.27 BASE COURSE- A.C. OVt%tz 0-&Z! G.A•Iy) G .1oi�t txl�t � Difze�tts 6Y t:N61f� �� (t-1 LG�A"(E) OV�IELPIY DEPtN VAR.IEs IN 50ME At�As TO TOC I7EhIR�D GLADE E eVATION AS � � - 5 WW AT Tkr5 oR05�,, sEc?10 N P LANs) Uj R'sa I s) ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. RELOCATE STREET LIGHT, AND ELEC. VAULT BY OTHeg-5! ( " AYva�A aft 5T•L4. L&A-II00© IL T• I.Age-1 HAVEN AVENUE ® LIMIT OF COLD PLANE AND OVERLAY. 00 ) © ADJUST TO FINISHED GRADE. LEGEND & SYMBOLS: r!T'J4Tr c. FROM STA. 90+00 TO STA. 100+00 ® JOIN EXISTING. (1183.00 TC FL or EPI = EXISTING ELEVATION *� Q CONSTRUCT 4 WIDE STABILIZED SHOULDER. - - • � ��:--T- APPROVED BY J DATE/,-- PROTECT ATE/"'' O 1183.00 FS,TC,FL = PROPOSED ELEVATION L � t� PROTECT IN PLACE. ® REMOVE EXISTING PGG,5l..�,�I -. �fi SIDEWALK AND/ R po�noN o� r� U�lt�ER 5lvcwa�"!� o�1N• CITY ENGINEER / �y-� 4 R.C.E. No. DESIGN RECOMMENDED PREPARED UNDER 1HE DIRECT wPERvrsloN of - REMOVE EXISTING TI#EE. HN GERALD J. LINDQUIST �Z RELOCATE a5 Dit�T6D f3Y CN6trlMtz ' RELOCATE AND RECONNECT EXISTING IRRIGATION EQUIPMENT AND RELANDSCAPE 9035 Haven Avenue, Suite 105 ® ® AS DIRECTED BY ENGINEER. Rancho Cucamonga, California 91730 DRAWN SHEET IQO11 (714) 944-5400 HN/JL 2� NST RUcT g,,GLi w n, AND 24"GUT"TC IZ A 2-8) rt,K ITY STD- 10Q-, 3 ADJUST TO FINISH GRADE BY OTHMS • (� Of O � ('i CHECKED DRAWING N0. 14 CONSTRUCT SIDEWALK PER CITY STD. 103 (AS SHOWN). rLAgT TMC-MAGQPLIA GLAPIPLORA 'MA;IGSTIG beAUTY4 60'0.0 . ISGAL"• 5(ze MK CUI;KCNT Cly siv. t10. 505. ( til}'(. 11/21 FM SPA ,100 CONSULTANTS • INC CIVIL ENGINEERING SURVEYING EXP. s-30-1"3 I LANT-%ft - 61�1�YU I'rVk FOrULNeO0 AS SNOW9 , IS 0k. rCR CLIF-"14T CIT{ STD. NO• 50.s. ( . 11 2r For-sm cl .) DATE F. 5036-10 f I r i AA t + � O oN N 111 in • • ♦ O • + + C4 +00S 1. h • / n N { , ♦ • 1 EDrt DEEI'AV !N NST. _ n�' 2 0& t> '� 0 141% 916 FS = F�N/S�HEo-_�StIK� C r (P sED E06� F PA✓9M Nr) JI � 8 •,( AL y, U N 196 o [ROPO� ED 1�STERLY o _ — t X 2� DGE bF PAVEM�Nf N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . ta 1196 _ .EXIST. STMY !� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 o ^P MEDIAN 1 • R 12194 N . fool N / "•1 I r M} o / O N N ♦ _ rC4 6 Ui EXIST. EA TERLY o~+ o o J. EDIAN � N N , 1 I t X1138 , • _ . .� $ hn N � . • , NN � •t fa tM co M T. IEASTE`*LY 00 Cq • In 1OP Or CURB i' n (4 C14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . h / t rl�O N ! Of M 00 ♦ I ♦ OR N PROPQSD ELY I • �IDIIa }}gB ' ,�.� . • TOP of cuR•g J � • � N� — 1cOV ILL CD _ 1 g ~ - SCALE: 4- P�ZoroSeD � . -• ` FLOW INS HORIZONTAL 1"=40' *E .I . . . . . . . . . . . . . . . . VERTICAL 1"=4' . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . 100+ 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 � N N gto* + o� � J + 91 �u go FOOTHILL BLVD . +�j 40Jp . Q ExISTING ROW R AyE`' �s� / ; I �� 8 2 h : a / t 1 d a + 0 1 9 / 4 t n TEt.eox _ y - Q W EXIST. E.P. 3 , 9 . _J / IWC 1 I I\ OO o �IGTE MN — s - - - - - - - - - - - - _- - - - - - wv 11 — W lost W �- —�•1a— -b — — — — — — 0 1 V1 C2' - fop �X wV r.� g � O p O 2 �X19j. P ♦ L J � g 4 t SECTION LINE--/'O' INE S II 0 1 +1!1.03 C.L. INT. r n — — — — — ► — — — — — — FOOTHILL dcrHAV'N L J ♦ — — — — — — — — — — — — — — — — — — — — le I r-I r g C 101+00 102+00, N 10'2 E 1 +00 104 0 r 105+ 106+00 it�00 �J g jj LJ pn EXIST. MEDIAN 2 — H T 6•.G I 1 3 2~ — I O � r r '�? r �, �wV r 21 � r� Ln 1 C>- \�17'5 Io W- -- $ - -- 2s -�e— - —_ 4 10'W— -- — - - — —10" —wv wv — — — 4 — — — -Lo -6,G yrs I I H°w� —— -- 0MMM M+'— T Z 12 ST.LT. -___ -_ 30 9 wvf\ I - -+ I 1 ..J __ 3 - ! i - - 6— 6 N -�_ lo''v�-= G==ll - SL G—_— " - - G / o -�-- == wy —4TE -�G-1 VIO G P;11- r (9 Ion _ -- T�PQ �SC� — - - --SPB T5P8 —— — \\ — --10" - - - - y y 8 14 - 29 I \ `3 gy GV TSPB'�+ 28 14 4 } - EXISTiN ROW\` �` Q ; SPB J, C Z EXIST. 4'SIDEWALK O I O ;0 � � AVEO� + EXIST.UNDER a .I � V- WI✓+I I I TSPB �� p S O Qc SIDEWALK RAIN, O� VI1 N 8 o ' -- - - -^ � I N SYMBOLS: + o CONSTRUCTION NOTES: QIP ° Of 2 SAWCLIT. SEE HAVEN / FOOTHILL IMPROVEMENT PLAN PART I SHEET 4 OF 21 FOOTHILL BLVD , (1183.00 ,TC, FL or EP) = EXISTING ELEVATION Q APVW I,� AT Apm*r. N� (APWNDdM*t) SEE SHT. II O1 2 0 1183.00 FS,TC,FL= PROPOSED ELEVATION CITY FOR DETAILS O3 CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE (0.15' A,R.H.M. OVER DESCRIPTION OF REVISION DATE APPROVED. 0.27 BASE COURSE A.C. OVE}z o meq' c.a 8.� _ Q COLD PLANE TO 0.15' DEEP AND PLACE 0.15' A.R.H.M. (MOTE: COW MA44S ARP AV-MA �? 0006t� r g" C-UPA9P 24'I GUTTEt_ (A2-6) PER CITY -STI). tO4-. CUKV� DATA : CITY OF RANCHO C U C A M 0 N GA OVEr-LA`( D�P'Q4 VAF-I1i5 IN -SOME A5 TO T++E- PL�SII-1=-D &9Ar->C- EL.EVAT-10 I AS S HOW4 14 600 lwCT SIP6WA L,� PEZ GIT( STD. 103 AS $140Wr1 014 I LAN v AT 1`� 0e; s��TIoN P+ NS 0 0 ft T "'a'`Ks PLAN AND PROFILE ( PART 2) p Q ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. © ffCWCVe ftf6: WT02- A f1ft 4YWANT,WA-T6K VAVI.T 131 OT}4rr-s. 0000,00" 5.00' 12.56 8.0o' c STREET IMPROVEMENT PLANS © ADJUST TO FINISHED GRADE. 0 20°vo's8" qq3468 1�.b� IS 8131► W6 t'xlK- 6UFIb ANP C'Kjrii or- x-GaTrr_->z. NO. 18752 70 CONSTRUCT 4' WIDE STABILIZED SHOULDER. 0 JDIrI BxrsTIR& A'S pllr- r�0 irW&K• (F-M✓L P ,,c4AfI5 _ HAVEN AVENUE (� PROTECT IN PLACE. >� K.I✓GOgffK11GT DWr ApprpA<A PER erry wo. 101-C, F l0°28'32" i8o•I8 32.94 16.52' crviL �r FROM STA. 100+00 TO STA. 108+00 JOI1J eX15TIN8 0 CA1.�i�Q! Q RELOCATE A* D►FEGTF� :I3`( �t161N�ie ' 0 � �MDVE t;X►yT PCG SLAB,e� SIDGWAL.IC ANP 09 rPATIM OP F.C.C. 11APKslVRwAt9_ O�AIN . G APPROVED BY DATE /,--/,� ® REMOVE EXISTING AC AB AND CONSTRUCT 0.42' AC OVER 0.62' CRUSHED AGG. ® ReMOV� %14'T( -we . - CITY ENGINEER�;f,Y� z �Gjl�� R.C.E. N0.049S3 AC/ AB ( 0.15 A.R.H.M. OVER 0.271BASE COURSE A.C. OVEN 0.62 G ,4 F3.) ® VsGAP?AS-09RW 0YI ONSIN IMIC-A-TION s-fiw' A4p DESIGN HN GERALD UNDER THE IR CT SUPERVtSIDN RECOMMENDED� �„� O F-I5LG'GA'(E STIZF�T L.cwr, 141�1D r4tZ• VAuLT P'Y PT1I+rK5 (SGE ;f}T• 11 ot- 21 fVP- Ni 5T LT• LV(ATID1�l e R.T LAke/PUy 13R't'GR&A) 9035 Haven Avenue, Suite 105 — ® LIMIT OF COLD PLANE AND OVERLAY. ® RAIIT5TKMT TIt- MA6WL4A G"9I)IF r-A«MA)�y(IG MAUI-Y" 60'0. Rancho Cucamonga, California 91730 DRAWN SHEET 15 GAL. -2176, FEAR C.Vr�NT 01TY STP• NO.505• (5C� <i14( a/21 pM srAr�NG� (714) 944-5400 HN/JL / 10 21 CON5T91JCT AND AD.�USTTO 6;KADe t,IND�I25IDEW,41.K pl2A•IN l� I DRAWING N0. © OF ADJUST TO FINISHED GRADE {S`( OTN�y - ® As pIf�EG•E�D BY E>.16Inl�R, CHECKED CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING ry EXP. 6-JO-��oa R.C.E. No. �a�a2 /� DATE v FILE NO. F. 5036-11 I i y w 1irS I I xO t 1 I 00 j f 2, MA X i f 1217 11 6.S EXIST GRADE I TO BE CUT { f ; i O - # i 3 Gi'taflE 2 , cn • , _ n I T, --•- \ i NEW GRADE(=17°/a < , • , 4 18 i t ° I StCT10N A-A + ; `y��'y , N.T. S. i ta d 2 _ 1 Q ! , , < P• -•� # , JC � 1202 1 1 W 0 M U m j } W (i 1 ; ; } — { ! : v t , m i ad v - W . I , b O Q 6 r I - N 19• 4 In o S W _ - j I / Z . In � REMOVLG C}C15T RA 2 2 } _l17� 1. EXIST. P .0 l0AV M NT I ►u. PROPOSED FLOWLINE i - } o .. . ., , y • - t' J" N N , ✓ O N _ N t Q — r _ O t 1 19 I f198 PROPOSED EASTERLY .. a TOP OF CURB r m I y I -a SECTION 8 (RECONSTRUCTION OF DRIVE APFORoAcHl Fi _ i N.T.S. a ter "' J J < � { i � v ti O - I� In ; , < , , , , , - - - 0)OD . ami � .v LL EXIST. EASTERLY TOP OF CURB . . 41 4 r 1 t A J , M 4, U. # N'94 a F ; 1 1 I n O M _ - t N V OJ v► m V) m - o to a, mo � M 1192 » a� N ri ri { N } i r , 97+00 98+00 � 99+00 100+00 101+00 102+00 SCALE: o a A HORIZONTAL III= 20' N_ o HAVEN AVENUE VERTICAL III = 21 X J Z w V I 60 218 low - I6 of6 MH p M 12 0 12'� O � O rail a I 6 I 7 2'R 65. 45' Wy II WV 8 WV� 2 4 18 I M 21 2 j. II 21 �( WV 6 q N —D�— — 10 W — -- 10 W _ _ -- - — — Id` w — — 10 W \ ST 1-T -1 CST, LT, 9 H\ 9 2 S PL B �`J C W 8 9 F g 3 BUS BAY 12 29 SIGN �\ 17 — _ _ WNI'V P8 n \ / COURT H0. 27 2 .�: ±t5 .. +5�.'. .c0 SIDEWALK . -15 : �_ �_- MONUMENT — - -- - - - -- ---- - - — - _ - - _ - `- 10 G- --� v� IO"G 14-G '-- -- - 9 x mom` ' w Q — i i / I 0 SCB G 8 F3 �Yp) +22 . I 14 2� / 1 20' 14 2 . a C BARTONYMONUMENT O m � QCT. HO. �( 8 � \ 4 R �� ARPLAZA w ENTRY DIR. SIGN �/ , _ — 1 � BACKFLOW 1 i PREVENTORS I _ I - I I I ( • - 8 ZO > 0 H N D RIA N 8 ER 0ALK X o w W 0� �[ SIDEWALK cn o z I -I SCE APN 2C�8-352 004 i^ � to o� UJ W II I I I I LJ -+3 1 _ 1 � A cal o mm Io r-�ARTONI DRIVEWAYN ~� Z W I I } 8 `28 32 J ;32 o O t28 m o 3 O O Egn �� LL II Q V J Z F-W O OM M J N - - ♦ go r- alai w ~W J O h CD `N O 0)O O W �+,SS — j Q rna I - --- �,----- l M m m c°o vf-i 4 + v 0 _- 0 Z � I Int_ 201 JUSTICE CENTER Go WD 0 rnm 0 o DRIVEWAY 0°" °' -- N 3 m 0 Z AVW 90M AT �'�T• gore 2b (hrwNv11M l+I) 11 -c z-Q3 Y1ti 6 ® f;kSC014s'ftzuC-T A9P AWU5,T -fo6�va DESCRIPTION OF REVISION DATE PITY APPROVED . LEGEND CONSTRUCTION NOTES UNDE1�51pewAc.� DP-�.IfJ Al, D11� � CITY OF RANCHO CUCA11�0NGA 19 RECONSTRUCT DRIVE APPROACH PER CITY STD. 101-.G• 13Y �N61NE�.• — RIGHT TURN LANE PAVEMENT O2 SAWCUT 14 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 1103 (AS SHOWN) SEE NOTE 3. 17 RELOCATE WATER VAULT, WATER METER e F H. BY OTHERS. PLAN AND PROFILE ( PART 2) O3 CONST. 0.42' A.C. OVER 0.34 CRUSHED AGG. BASE (0.15 A.R.H.M. OVER 0.27 BASE COURSE A.C. OVER 0.34' C. A.B.) ® REMOVE EXIST. CURB AND GUTTER. OR X-GUTTER STREET IMPROVEMENT PLANS A 0.151 DEEP AND PLACE 0.15 A. NOTE 0 PLANE AND ' ® COLD PLANE TO R.H.�1A. ( COLD REMOVE EXIST. AC/AB 8 CONST. 0.42 AC OVER 0.62 CRUSHED AGG. . A.R.H.M. OVERLAY DEPTH VARIES IN SOME AREAS TO THE DESIRED GRADE ELEV. ® BASE ( 0.15 A.R.H•M. OVER 0.27' BASE COURSE A.C• OVER 0.62' C.A.B.) HAVEN AVENUE AS SHOWN AT THE CROSS SECTION PLANS.) _ ' 0 Q R L T REMARKS A ��qo atq a6� T 21 RELOCATE ST. LIGHT AND ELEC. VAULT BY OTHERS, BUS BAY/ RIGHT TURN LANE 6 ADJUST TO FINISHED GRADE. OTE. ADJUST DERSf EWALK DRAIN TO DE AS 1 �- - -,r (N UN D RA , B 90° 00 00 8. 00 12.5 8.00 O DIRECTED BY ENGINEER.) ® LIMIT OF COLD PLANE AND OVERLAY. � APPROVED 8Y: _ DATE. . _ C 20 Oo'58" 99.'S4- 54-.68� 17.5'S JOIN EXISTING. r« " " CITY ENGINEER -�}� � " RGE N0.249� 1 DESIGN RECOMMENDED D JOIN EXISTING ( FIELD LOCATE) PER u,1610er:-RS DIR.EG?10►� © PROTECT IN PLACE_ REMOVE EXISTI[MG. PGG 3l.A0 -9R SIDEWALK WALK Ai1D ort PORTION OF PLL t1NGER S1Dt~WA { -L v-g z � I � vRA � .R D ^�- E 10°2832" 180.16, 32.94 Icc.52' O9 RELOCATE AS DIRECTED BY ENGMEER. ® REMOVE EXISTING TREE. F 20046'N" 14 30.67' 15.50' DRAWN SHEET 6 JOIN EXISTING (FleL-V (AGA-fe; Mr— INE�(CS DItzEGTIDN • ® RELOCATE 8 RECONNECT IRRIGATION SYSTEM AND RELANDSCAPE RD/ MA I , OF 'll AS DIRECTED BY ENGINEER. PLANT STREET TREE-MAGNOLIA GRANDIFLORA(MAJESTIC BEAUTY' 60'O.C. 15 GAL. SIZE, PER CURRENT CITY STL.NO.505 CHECKED DRAWING NO. R.C.E. NO 73 I CONSTRUCT 8" CURB AND 24" GUTTER (A2-$ M 017Y f7lV. 104• PLANT STREET TREE-BRACHYCHITON POPULNEUS AS SHOWN,15 GAL.,PER CURRENT CITY STD. NO.505 DATE FILE NO HAVEN AVE . CROSS SECTIONS STA. 80+50 TO STA. 90+00 SCALE HORIZ. 1"=30' f VERT. 1"=5' f 82+50 W'1,Y f t GAN (117o.AO Fs, G6 ot< Er) WIsTW& P,WAT1o1J 87+50 ' 85+00 LY I16A. Iq F9 615 ott Of i FRDF0560 9;WVA1t0N , � l y W LY 90+00 � LY ' I 4'0M149, x 16 +syL' zNouw6t= fi 6SICt 31.50 '4Tps..� (bSD 30bU 1169 1174 G 1177 ''>> r ,^hR y ry� 1182 1167 'e s `'' °' `' 1172 s9A. °' Fy ,� ``� 1175 �Irt �� ° �� 1180 �A w (2. 4 (1.68 1165 ' x 1 I 1170 ,�'F 2 3 X) 1. 1173 1178 �� FA �•, (1 9 x) (1.39 x - -� 1163 \ 1168 � 1171 � 1176 bk' � / 160• ,1 11611166 1169 1174 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 f f f f 82+00 , 84+50 87+00 89+50 4'xan. lq q ¢'spa x1�5D 0 4'srm ►6a 13150 SNouR 1173 1176 '> '' Fy 1168 ,//o. , �� s�rc ,.�,�y. �, 1180 > 9rC, ', �^ s F ° 1171 ' ° 1174 � 1178 1166 '/ S q2• o% 1.71 X) _ ell_ ,� 1169 I F 2.2 %) 1.29 X 1172 ✓ 46 1164 -1 -'b1.03 I �� 1176 Q S A 1167 y ey 1170 ° '. 1162 5 Q �b 1174 11651 i 11681 1 1 1 1172 1160 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 81�50 V11'L`f NISM U(C1=AM J 8400 86 k50 8900 Ei L o 0 GURO tY P►cc �� t smd. 4 t/20.50� f 3t•50' 4 STAP 1:1'7Sb� t 3050 ' IJUSBAV cm.? I iwuwtac /�,>J �,� S weR 165b ,!t (•50 �u 1167 1172 / /e 11751179 /�> ,? 6�. R 9 � / /, . [' , 11ti etib // ,/ �' s•`11� � 5 ,s G 1170 1173 ss o '�,� 1177 1165 J. e . 1168 w 2.4 X) (1.23 X) - 1163 '� '' `� s s. -aLOUP oJeR A E TO o.,s eF� 1171 Q 1175 Q T'WITH I MIN. J1.05 F.xitT. X 116 6 �.�6„c 1161 Q - 0.69. 0 3 ?A:$ n. .,.6 1169 1173 ° 1164 1159 100 60 20 20 60 100 11671 00 60 20 20 60 100 1171 100 60 20 20 60 100 100 60 20 20 60 100 f f f f 81+00 83+50 86+00 88+50 4.00' 2.00' 47. BUSBAY i 1 '*TA5. 16SD STABILIZED / 'r { SHOULDER ¢5T6.>y• ��b� � 3150 SHOULt� 1166 117 1176 S{buWER �, 1178 ('' °' 's 1174 � 10 h° , /,> 1164 / °'� �� ° 1169 '�' ? �� F // ,,> x �sc ,� �� ,yo �i 1176 '>s 1. 6 x) `1 ` 1162 s �� s ° ,1` 1167 2.6 x) 1. e 1172 s J3.a3 1174 X 3 1170 8 h 1160 1 Exls. c 116 1172 1158 0.42' Ac/P.1 AB 1 �.6 8" PCC 1163 116 00 60 20 20 60 100 1170 100 6 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 f E I6S8 150 80+50 83+00 f 'yfAts 40.00' TYP. 88+00 4.00' 52.00' 1 1 STABILIZED VARI 415T t �bst) I.c,O 85+50 S�bULJz SHOULDER VARIES 47.00' SEE ANS 4 'fN�ULDGK 40 TYP I //>S 6' rVARIES i 4' 1177 it 1165 1170 1175 Cj (1. 9x) (1.66 1 , 1163 '/ ° ss F 1168 /'s s 66. ,h 1173 6 1 173 s , 1- 110' 1161 5 � , X) � ? 2. ( .48 0 2 � 1166 1171 20X 1171 1159 COLD LANE TO 0.15 Ft. DEEP � 1.03 % A.R.N.M. or I 1164 ,bb 1169 Ah ,gyp 1157 �,° - - -- ,h . 1169 100 60 20 20 60 100 1162 1167 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 GUM FOX 3TATIoa b0 f5 TO W5 4-IrO MMIL -M 9035 Haven Avenue, Suite 105 . bf Rancho Cucamonga, California 91730 41� SY• To 01M PIL, IMP'Rd W NT f AUS 714 944-5400 ��G. N�. G7 = Fax (714) 944 2790 ( PART 2 14 � , SHEET 14 OF 21 CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING 147.3 5036X9 ry HAVEN AVE . CROSS SECTIONS STA. 92+50 TO STA. 100+00 SCALE : HORIZ. 1"=30' VERT. 1"=5' E 1,E6�i�b (I Icog Iq �'t Ga F- )_ Fx ��v W' �y �' �Y w , 100+00 W LY 92+50 et LY W Ly 95+00 � LY 97+50 r { O47.00' 50.60' 4.1'!► t�(� 47.00' 8U5 BAY ,4'g IGS 31� �STA5• ' NOV I pEK 4? 11 6N Tint >LN41! S++c�uwc� 1186 1190 1195 �� 1200 ,�� � 'ads' �y �° ', e ��, '•�s.'r F� � 1184 °ems` " 1188 I °� °ter `e • ti k� 1193 9° 9�r �' 1198 &M., 1182 ,�• _ 2.00'/• -- (1.66 X `+ 1186 FA y. 1 2.s 1191 s FA 63•/. (1 6 %) (i. x 1196r_- Gi 3:1 T`fr � � �y:l (T►�R) 1180 Q 1184 e1189 J 1194 e° a 1178 1182 1187 11921 1 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 314.50 t*0.so 92+00 94+50 97+00 ISS �� 99+50 �� ��� t t Ib' t 3 t' 47.00' 1 r i SfMut,Desz BUS BAY 4 sem+►- � �3t 1184 r , ti 1189 ' 1194 W�a 1199 ,,� ( Src e ,b � ,� �' �i as •� rye F G �i , 5 / ,g s d � p• 1182 1187 �' `° eF 1192 9 r `` 1197 l 2 47 k $ X) :P91 ^� 1 � e9 �2.4 S A (1. . 4 ,1180 1185 °�' a 1190 pyo 1195 411178 ' 11183 1188 � 1193 1176 11811186 1191 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 91+50 94+00 96+50 99+00 6.00'1 40.00' s7.00' � BUS BAY 16.50 X33.50' t 14.00' 15.00' t �1 t4 S� a� •� 47 (�� JUG14T TOW LA14 1185 1189 �°oL�t2 BUS BAY 1193 5� 1198 S�ouW6� 1183 s •'> ' e �° 1187 '� I s s� �' 1191 rn. .,��,. �� 1 1196 , , '', s r �9ek � ,, v s• T C `tee° F b > >, Ts . e ' ` R Mp �� S ,�' `t J � ` ,�M 11 81 9 'S.i 36 e�F , ,ep. . �c 6r - b ,e ♦, T Fp . (2. X (2. 8 `�,� 1185 - ------ 185 2 1189 5 0 1194 2A2 z•� c a4yi ss x -.-1 2' z 1179 _f �'' iaoaN n Q 1183 COta Pt."r- W • STRU T P.. C. BUS 1187 1192 +` N Q AND OVERLAY _1TA-0.15 OF 1177 ' 1181 A.R.H.M. 0.4 Ac 0.62 AB 0.4 ' A 4' A 11$5 1190 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 91+00 93+50 tib' �t1 96+00 98+50 1 .00' 47.00' 43.00' 47.00' 43.00' 47.00' BUS BAY ((p,50� � 30.50' 4 S I�'-`- '3 r 3 14.00' 15.00' SHOULpE(Z 7' 4'`� _� :tle •4 �I 4-7 t61-IT'fU�hl LA►�tE 1184 1188 Skou - 4 1192 1197 WAW. �i cG 1182 o s C 1186 e ' F 1190 1195 13 i i, may, yy y 1180 9 89 a J �. 1 x) �` 1184 9� o f �Z6 . 1188 s FA (2 (2. 7 z) s 61 (1.8 X (i. 4 Lyth .70 z 1193 V 1178 -a*10 1182 CONS UCT 1186 1191 zti a 4 et. ��►+ 1176 1180 1184 1189 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 -±7•oo' 90+50 93+00 95+50 98+00 , BUSBAY � 40' T`1P ¢�gTA•b• 6' t 3l� '4TA3� ill *31' d7 43.00' 58.20' fµpf�OSR - 43.00' 48.50• `' I Sh1DU�6fz VARIES 4' tv 3.00• � t SEE PLAN 1184 oupLOE� 400' 1187 1191 soOSTABILIZE1"DE's 1196 �, e 1182 ~° 1185 ,e c �� 1189 a� ' rc `ee` ��' 1194 '�'• o r qti' • F� , ,s a ,ti ��° rte 's� + .'�e ? a s 4+ �?' •e 9i 9, s � ,Ati . > ,� S e1 y s •e 1. ` s c1 Fo n 2 1 (2. 1 X) TS (1. 7: (1. 2 X) e 1180 B ' e 1183 _ off 1187 auto 1192 _ l o 1. 0 %) (1.26 ,".) `^ 4q • AA 1178 mayf- Q 01 AkIr old'DFFp 1181 - IQ 1185 1190 5;!(M) OVERLAY WITH 0.15' F A.1t.K.W. -- 1176isT�•�� ,� '1 ,�e 1179 1183 1188 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 CONSTRUCT 5'AC / 4'A9 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 _s 714 944-5400 Fax �714� 944 2790 CPAKT2 )f CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING SHEET 15 OF 21 36X,0 r. ti HAVEN AVE . CROSS SECTIONS STA. 100+50 TO STA. 105+81 .83 SCALE HORIZ. 1"=30' VERT. 1"=5' I L6Gib: ( 1% 70-90 ) ! exwor• ettwnot4 W Llc.Y 11604 F5, 6B�epgopo� P OLVIArnW4 102+50 WILY 105+00 Uy 'slab 2i' a2' 1 1206 1211 1204 ?° �' ti° ti ° 1209 61 ?p OJ L ,R 9 1202 Fo 2.11 ) (l.as ° 1 1207 r .54 t 1200 3:1(-r`fr) Q 1205 Q a`O 1.198 1203 100 60 20 20 60 100 100 60 20 20 60 100 l Y C 102+00 -• 104+50 4'STA6 3 22 ±31/ NOT A PART t l•5' Ic16N'f 1'1M4 LAM4's ,48• Z�,.eib 3 S"NLDev- SEE PLAN SFtoUu�t� 1204 '� `G 1210 1202 ''9 ` AIV 1208 33 x) (1.54 ` \" A�` p s* ,'y° ►�o, 1200 a: 54 x 1206 '�s q 33 h Q 1198 1204 Q 1196F---712021 1 100 60 20 20 60 100 100 60 20 20 60 100 F E 101+50 104+00 's #22 i l r i�S Rl64T TURN LApe 'sra P. SHoL1LD � �• S1+ouwe;� 1203 1209 1201 '1 '� `' �' Qa �`' 1207 S> G J x) 1.2 `1 °b! 1199 79 x 1205 �s e* 7.33 la °� 3:1(T`fr Q A, 3g'f o 1197 a' 1203 Q 1195 1 1201 100 60 20 20 60 100 100 6020 20 60 100 las BAY I 4-41 1 101+00 s11 R1GNT ruKN L.M4< sy�1 103+50 4 STAB• 22 'srl�• 48.00' 4' s lb111(�;R- 1202 fkauLD '� '� 1208 1200 ' �'� , ` �� 1206 - , ti o -79 1198 1204 �.A (�.a9 r.e7 x� ,tiry°ti. / PJW 3 43 1196 41 1202 _ Q n. CONSTRUC �h 1194 1200 100 60 20 20 60 100 100 6 pr BuS t�P 20 20 60 100 MIGHT TUPW LAtJE rk 4' 40' (TYP) 100+50 103+00 SHOULD R C•r{r) 43.00' 47.00' 1.00' 1 .00' 1. .00' +�b 4 TAO 1201 ' ��' e 1207 a / °2 `�O T `L° 4`' 1199 ' •' `' ` '��� �,u 1205 1197 x-170 3. x 1203 Fo (2-1-1x) (1.a7 z) .Oy .15' DEEP 1195 AND OVERLAY W/ 0.15' OF CONS UCT 1201 Q l�.H. - - 0.42 A A �A CONS UCT K QY 1193 0.42 0.34 c�cl�t�a-F, 1199 100 60 20 20 \\qb�G� 60 100 100 60 AK s 2 20 60 100rM 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 714 944-5400 Fax 714) 944 2790 PART2 CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING SHEET Ire OF 21 i 5036X11 -Dw� Aa ' 1473 i T C-19 g .» N FOOTHIL A$LVD9 SCALE ' 1" - 40' 11 I C2 I t i I I, I I , 1 I I II I I min. I `� • 1 I I I� 500 I ----- o , �C- 24 TSP8 fTl• TSPS a ST.LT. • 11 1 C-19 !T. LT. 1 1 i 1 •/' I I I • 1 I I TO CIVIC CENT DR. / i • I • • • • • • • / 5 i ---------- - - --- --- --- --- --- --- --- --- --- I TYP_ 1 I I --- --- --- -- --- --- --- --- --- --- --- --- --- --- --- - - --- r- --- --- --- --- --- --- --- --- --- --- -- -------- ------- --- -- i 1 I I I s =_____=____-___________________:__- __________________________________ 1 � _ 1071100 ---------_---------�------ --- - -�-------109+00 -� % ; / I 11111 00 ' - II31+00 -- - -- - - - - -- - - -- --- 103+00 -- - - - - - --- - ---- ---- -- ------ -------103+00 i 1 1 ��----^ -- ---- - - - -- ------- - ---- `' -- � — -- - - - - -- - -- - -- - - -- - - -- --- - - - - - - - ----- - - --- - 1 1 I I --- --- --- --- --- I � I IBUS BAY PEDESTRIAN SHALL BE PROHIBITED --�--r- �- ----- _ �' '� �' '— I— i-- I IN USING CROSSWALK DURING CONSTRUCTION. 500 • I 11 I I I , HAVEN AVE * I � •I I I 1 � i I � G+$ ORDER OF WORK1 - � PHASE III - STREET REHABILITAYIO; WEAST SIDE OF HAVEN AVE. TO JOIN SOUTH OF PHASE I - SIGNAL OPERATION/CONSTRUCTION AT THE INTERSECTION OF FOOTHILL BLVD. AND CIVIC CENTER DR. HAVEN AVE. AND BUS BAY ON EAST SIDE OF HAVEN AVE. a. Grind A.C. pavement within No. 1 north bound left turn lane at Foothill Blvd. and No. 4 and/or 3 through lanes on Haven Ave. Place ARHM surface course pavement a. Begin construction of bus bay on the east side of Haven Ave. Work may continue in left turn area only. Place tempor-ary striping as needed using remaining ldnes through Phase II but must be ready for paving at start of Phase III. as shown. b. Install Type III-CF service enclosure and Type 332 controller cabinet b, Grind A.C. pavement within No. 2 north bound left turn lane at Foothill Blvd. , the southeast corner of No. I through lane on foundation with pull boxes and conduit as shown on at Civic Center Dr. , the 9 p the north bound left turn lane Sawcut an Haven Ave. south of Civic Ce�lt..� Dr. Foothill Blvd. and H _ and the No. 2 lane on Haven Ave. ._.. - Haven Ave. H temporary overhead wiring for all existing indications and push remove existing pavement section in reconstruct area and construct structural c. Install temppesecion (aggregate base and base A.C. course). Place ARHM surface course pavement buttons and forexisting detector loos on the north, west and east legs of the intersection to facilitate full eight phase operation. Relocate the Type 170 in entire area. Place temporary striping as needed using remaining lanes as controller assembly to the new foundation plugging holes in cabinet as noted. shown. Provide usage of north bound left turn lane at Foothill Blvd. by providing Connect temporary wiring to relocated controller assembly on the southeast access when possible across construction/rehabilitation arf!as in No. 1 and 2 lanes. corner. Note: Signal will have to go black while relocation and connections are being made. See Special Provisions for placement of stop signs during signal , shutdown. -PHASE IV - TRAFFIC SIGNING AND STRIPING AND S;GNAL LOOPS ' d. Construct curb return at southwest corner of Foothill Blvd. and Haven Ave, Install all new traffic signal conduit, poles and appurtenant equipment. a. On a lane by lane bags, remove conflicting temporary pavement markings and paint or instal'. Lraffic striping and markings per signing and striping plans and e. Remove existing conductors, clean and mandrel existinc! conduit per the install loop detectors and traffic signs. Standard Specifications and pull new conductors including Opticom, interconnect and loop cables. Connect to controller assembly and new and existing equipment b. Input final timing plzn for Foothill Blvd. and Haven Ave. intersection (by that is to remain. Note: Signal will have to go black while connections are being Caltrans) . made. -See Special Provisions for placement of stop signs during signal shutdown. f. Remove temporary wiring and existing poles, pull boxes and conduits that. conflict with new construction. Salvage poles and equipment ':o site in City to be determined later. _ DESCRIPTION OF REVISION DATE CITY ArPRBV[ g- The new detector loops will not be installed and connected, nor-will the final TRAFFIC CC3NTRCIL NOTES timing plan be implemented until the final course of A.C. pavement is in and _ approved. 1 . CONTRACTOR SHALL ADJUST THE WORK AREA CITY OF RANCHO CUCAMONGA LIMITS TO MAINTAIN A F LEGEND' CC SS T 0 TURN LANES AND ADJACENT PROPERTIES, EXCEPT AS DIRECTED BY THE EN _ SOUTHWEST CORNER FOOTHILL BLVD. GINEER. TRAFFIC CONTROL. P RASE II STREET WIDENING/REHABILITATION WORK P /R HAVEN AVE. WEST SIDE OF HAVEN AVE. TO CIVIC CENTER DR. AND COMPLETION OF THE LAN AND H ® WORK AREA BUS BAY ON THE EAST SIDE HAVEN AVE. READY FOR FINAL PAVING 2. IF A DELAY OCCUkS BETWEEN PHASES, MAINTAIN TEMPORARY SIRIPING • TO THE PHASE 11 10 a. Sawcut existing A.C. pavement edge as shown on plans and construct pavement SATISFACTION OF THE ENGINEER. structural section (A.C. base course paving only) within widened area to join at SIGN POP, PaiZT I & 2 COI�BfU�D PROJ6GT) Civic Center Dr. 3. A MINIMUM OF ONE TRAFFIC LANE IN EACH DIRECTION SHALL BE MAINTAINED ON b. Grind A.C. pavement within No. 1 lane on Haven Ave. and the south bound left INTERSECTING STREETS, WITH THE EXCEPTION • DELINEATOR APPROVED BY: n ' DATE:�� l� turn lane at Civic Center Dr. as shown on the plans. Place ARHM surface course OF FOOTHILL BOULEVARD WHICH WILL BE CITY ENGINEER K'f Ste/' RC.E NO. paving. Place temporary striping as needed using No. 2 and 3 lanes. . REQUIRED TO HAVE 2-12 FOOT LANES 1N EACH DIRECTION AT ALL TIMES. DESIGN RECOMMENDEDc. Grind A.C. pavement within No. 2 lane on Haven Ave. to join at Civic Center ' Fl~Afi TREE J D Dr. as shown on the plans. Place ARHM surface course paving in No. 2 and 3 lanps.• - 4. REMOVE EXISTING MARKINGS AND STRIPIN1133 AS DRAWN SHEET Place temporary striping as needed using completed lane(s). REQUIRED FOR DETOUR CLOSURE, AND REPLACE • SAME WHEN DETOUR IS NO LONGER NECESSARY, RD 17 OF� r'. AS DIRECTED BY THE ENGINEER. crlEcicEo DRAWING NO R.C.E. NO DATE FILE NO �� i i i I i C18 8 U-) FOOTHILL,. BLVD * SCALE " - 40' C22B 1 I , , N N 5001 � I - - -------- ------- - -- -- __ --------------- - -- _ __--- - - - - SOO 500 C22LS C20(LT) C18 �.a. �� �.,�,� �... .----- - -- -- - - -- - -------- -- ----� TSoP9 ST L. TSPS ST.LT. ST LT. 0 i�:US ?AY - ' I 1 I , • • • -- - - - - • - • -- � • ; - C 34 --• ---C30 -TYP. --s --i• • • FLASHIPft ARROW •'+' - ; / --- • --- --� --•- --- -•-- --- • ---- - -- _ - --- - - - 1071400 - 109+00 � � ni + 00 113+00 -- - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - ---- --- -- - - - 05 00 - -- -- - - - - - ---- - -- -- - ---- - - - -- -- - - - - - - - -- - - - io-5+00 + I I — --- - -. - - - -- -- - - - - - - - -- -- -- - - — - - - - - -- - - -- -- - - -- - - - --- ---- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- - - - ---------- - - - - -- ---- ---- 1 I --- --- --- --- --- -- --- --- --- --- --- --- --- --- --- --- --- --- -. ---- ------ It I --------- ------ -- -- _ ---- , BUS SAY P��S�I�N s�u. 13� Plzol�►�IT�v ---,--,-- �- -�--,- - ;-- ;- --- - IN USING G2055WAL r- PUF-ING 601`6- TKUGT 10 N - 1 1 1 � 0 HAVEN AVE . 114-C30 CI8 500' � ,• C13 — ' 45' — — — — — — — — — — • TYP -F Y • — '-• T � RI�I — • — — • • —/• — — � „�507 T 7 ��/1111111��1.11 � 1 II I 1 CITY DESCRIPTION OF REVISION DATE I APPROVED TRAFFIC CONTROL NOTES A 1 . CONTRACTOR SHALL ADJUST THE WORK AREA CITY OF RANCHO C�� ONGA LIMITS TO MAINTAIN ACCESS TO TURN LANES LEGEND. CIVIC CENTER DRIVE AND ADJACENT PROPERTIES, EXCEPT AS DIRECTED BY THE ENGINEER. TRAFFIC CONTROL PLAN 2. IF A DELAY OCCURS BETWEEN PHASES, WORK AREA MAINTAIN TEMPORARY STRIPING TO THE PA " " b j SATISFACTION OF THE ENGINEER. SIGN ( POO FAU 1 92 GDJI/(MPE17 MOJI96'r 3. A MINIMUM OF ONE TRAFFIC LANE IN EACH DIRECTION SHALL BE MAINTAINED ON INTERSECTING STREETS, WITH THE EXCEPTION • DELINEATOR APPROVED BY: DATE OF FOOTHILL BOULEVARD WHICH WILL BE CITY ENGINEERi RC.E NO. �4g53 REQUIRED TO HAVE 2-12 FOOT LANES IN EACH -.. DIRECTION AT ALL TIMES. DESIGN [ � YMEN E UE G — 4. REMOVE EXISTING MARKINGS AND STRIPING AS FLAG TREE W ITF} stGtJ As I tJt�1GA" D REQUIRED FOR DETOUR CLOSURE, AND REPLACE DRAWN SHEET AA'' SAME WHEN DETOUR IS NO LONGER NECESSARY, RD 18 -OF AS DIRECTED BY THE ENGINEER. FLASHING ARROW CHECKED DRAWING NO R.0 E NO /4 73 DATE FILE NO- - I • C-18 C O _ - - OTHILL 1, BLVD • SCALE . i" = 40' - C-2I'S , 1 N I 500 50d - O Pe FLASHING ROW C- C-24(RT) �•.� �.... �.wr �� -- -- -- --- -- ----� TSST.L TSPS ST LT. H r AR j 3ST. LTTO II i I • t 45' TYP.. -- ;•; • O GIVIG C-EPTER VIZ - /•/ - -- -- - -- • --- --- --- -- --- --- --- • --- --- --- --- - - --- --- --- --- --- • TYP. i I I ir--------- - ---- - --- - -- --- - TYP — — — -- -- — --- i 1 � i 1 1 r--- -- -- - - - - -- --- ------ -- ------------ �G- I I - -- - --------- I--- ---- _ _ I 0711 00 - -- _ —_--- 108+00 J III + 00 1154-00 105+00- - - - - - - -- - - - I05+00 I I 1 -- -- -- - - - - - - - - - - -- - - - - --- --- --- --- --- --- --- It --- --- --- --- --- --- --- --- --- ---------- --- BUS DAY RqG(TEMP.) —-- t14106 �Royywa►u� Ih TOM��Y - - -�-- TF,Oft ITOD DUWN6 CvN5T0CnvN ir' f�� ti I + 1 S I I IILAHAVEN AVE - . cao i cis Gf3 4p 4�_ 17 - 1 II DESCRIPTION OF REVISION DATE CITY APPROVED- TRAFF=IC CONTROL NOTES �� ��� �� 1 . CONTRACTOR SHALL ADJUST THE WORK AREA CITY OF RAMC CU LIMITS TO MAINTAIN ACCESS TO TURN LANES LEGEND. CIVIC CENTER DRIVE AND ADJACENT PROPERTIES, EXCEPT AS TRAFFIC CONTROL PLAN QIRECTED BY THE ENGINEER. 2. IF A DELAY OCCURS BETWEEN PHASES, WORK AREA RH�� ' MAINTAIN TEMPORARY STRIPING TO THE V SATISFACTION OF THE ENGINEER. SIGN roF_ FAF-T I P Z GOM151 `41✓t7 PROJECT 3. A MINIMUM OF ONE TRAFFIC LANE IN EACH DIRECTION SHALL BE MAINTAINED ON DATE INTERSECTING STREETS, WITH THE EXCEPTION DELINEATOR APPROVED BY: 2¢g53 OF FOOTHILL BOULEVARD WHICH WILL BE CITY ENGINEER 11CL ,k�;��� RC.E. N0.- REQUIRED TO HAVE 2-12 FOOT LANES IN EACH DESIGN _ tMENDE DIRECTION AT ALL TIMES. 1'�' • l�. J _---K\ FLAG TREE JD 4. REMOVE EXISTING MARKINGS AND STRIPING AS DRAWN ShtEEI REQUIRED FOR DETOUR CLOSURE, AND REPLACE RD 9 of 21 SAME WHEN DETOUR IS NO LONGER NECESSARY, AS DIRECTED BY THE ENGINEER. LCHECKED DRAWING NO \ _ � R.0 E NO �� '] DATE - FILE NO-_._-- _ _L__1--%�./---- HAVEN ACIVIC CENTER DRIVE BUS BAY --- -- -- -- --� irr 94100 86+00 + - 05 ' -i OD 0;/ ;7 - / T • - _ C-30 / o C18 O C13 BUS BAY / MATCH TO 84+00 (Al!0.Ve � �CNb MQ(GN Q 5too C�I;LDYV T�+IS P1-p�N� — —-— — 834-00 Z T4t00 75+00 i � ,` TT+00 78+00 80 00 844 Od'n T9+00 _ —_ —81 4-00 D SCALE: I"= 40' — TYP.— — — — — — — — — — — — — — — — — -- �- — •-- — • • • • C30 �-- I • —C30>– — — — + ; 7► BUS BAY \ ,L�*qH NNG ARROW 0 STA. �3+t5ROW C18_ _TpC20 5 FOOTHI L BBVI HAVEN AVE * 1 0 . ARROW ROUTE C18 I , MCIG(411> ---- BUS BAY ; ^, .— ♦ ' --- --- --- --- --- -- -- -- --- --- --- --- --- --- --- --- --- --- -- -- --- --- ---------- --- --- --- --- -- --- --- --- --- --- --- --- --- --- -- --- --- - --- --- --- -- -- --- --- --- --- --- -- --- --- —45 --- --- -- --- --- --- --- --- --- -._ ..l �� �i ---------- _.. ---- ---- ---- --- --- --- -- - --- ---- --- ---- --- - -- - - TYP. / -7- 99+00Z 101 0 '— --- ---- - - - - c C18 T 0 O • VtC CE TER DRIVE C1 HAVEN AVE. ................................. BUS BAY ^ -i S 0 94+00 + - — — — — — — — — — — — — — —88+�0 — — — — 90+057- ---TYP. /7 --- - --- - --- --- -- - -- - - - - - ' i i _ � 1 --- --- _ � Q _ _ __ - --- - - -- - - - / / CI8 T? R17- ---- --- - -♦ ----�-- , --- --- ♦-- --- 011 C I s `n O II I .I C13 euS SAY D r � I C) I 1 - 83+00 . 82 0 84 8t 50 Ib9 X00 74+00 75+00 i 76+00: - - - - - - - -- 77+00- - - - - - - - - - - - - - 78t00 -- ---- --- I 1 80 Odr - I— / + 1 + -1 - -~ - -� --X79+00 L —8I+00 — Nr f S Ilk T- II J `� BAY � �- — — 7 / S i► , , __ _ BU FwtSYtltil6 qIFEFovJ O - _ �— - - CIB T HAVEN AVE 111 I , � 0 1 r �� ARROW E , I � CI8 � 1 fi t It 0 40 40 In // -----J-- A-- - --u -----L^_- MIRG (T4. 1 0 BUS BAY 1 0it 1 --- -- --- -- 1 + D 2s 'YP — — — — 1 99+00 97+00 +00 IOt+00 3 10 1 00 1 F_ _ O t - _ t-- 17 �— -- - — - - - -- - - - - --- -- --- • �-- - ooe T45� --- 2 • 2 • ♦ • ; i•� �� L - — - ---- TYP,-- — --- --- -------_._-_—__-_ _ _--..-- --- ------ - ----- 1 1 1 Q. I� C-20(LT) L-------- CI3 �. 1 � 1 R9G(teMr> Lo Lo 51 P1z01+ !y �►�sTRU�Tio�l . I � H V N AVE . FOOTHILL BL D. �— DESCRIPTION OF REVISION DATE CITY APPROVED. TRAFFIC CONTROL tVOTES - SCALE: I"=40' _ - 1 . CONTRACTOR SHALL ADJUST THE WORK AREA CITY Y OF RANCHO CUCAK"tONGA LIMITS TO MAINTAIN ACCESS TO TURN LANES TRAFFIC CONTROL STRIPING NOTES: LEGEND : w AND ADJACENT PROPERTIES, EXCEPT AS DIRECTED BY THE ENGINEER. TRAFFIC CONTROL PLAN I REMOVE CONFLICTING STRIPING P �� WORK N L�-.L L.J AREA 2. IF A DELAY 2 PAINT TEMPORARY 4 WHITE LANE LINE D L OCCURS BETWEEN PHASES, Q M P"AP "' 6 MAINTAIN TEMPORARY STRIPING TO THE 3 PAINT TEMPORARY 4 SOLID WHITE LANE LINE SATISFACTION OF THE ENGINEER. Q rDIZ T 2 C.O 1 ED 4 PAINT TEMPORARY LEFT TURN ARROW � SIGN ( �'RtZ t P� Mb N MoJ15C-T ) 3. A MINIMUM OF ONE TRAFFIC LANE IN EACH 5 PAINT TEMPORARY 8" WHITE LANE LINE DIRECTION SHALL BE MAINTAINED ON NT R I E SECTING STREETS, WITH THE EXCEPTION DELINEATOR APPROVED BY. DATEA�//T� OF FOOTHILL BOULEVARD WHICH WILL BE CITY ENGINEER ' - RCE_ NO."s3 REQUIRED TO HAVE 2-12 FOOT LANES IN EACH -------------"-•----a- u_ f �� , -Q Z. DIRECTION AT ALL TIMES. DESIGN fM.E•N�DE 1� FLAG TREE JQ 4. REMOVE EXISTING MARKINGS AND STRIPING AS REQUIRED FOR DETOUR CLOSURE, AND REPLACE DRAWN SHE E T SAME WHEN DETOUR IS NO LONGER NECESSARY, RD 2-1._OF 21 AS DIRECTED BY THE ENGINEER. CHECKED _ R.CE NO DRAWING NO 5. THE CONTRACTOR SHALL PROVIDE LEFT TURN LANE AS DIRECTED BY THE ENGINEER. / DATE _ —_ FILE NO_.- __ _ L� GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANE., THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC u NT *01, ANTS. 19d)2 _ D �U��4 F 1 WORKS CONSTRUCTION DATED 1991 AN AND IAg3 CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL EE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. _ 2. THE CONTRACTOR SHALL POSSESS A CLASS "A CONTRACTOR'S LICENSE IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S � Y HIM. R TO BE PERFORMED B TO COVER ALL THE WORK= LICENSE LAW, SUFFICIENT HALL FAMILIARIZE R N THIS PROJECT S WORK 0 R RMING 0 PERFORMING 3. ANY CONTRACTOR HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA I HIN �- 4 • �= � PR!OR ENCROACHMENT OR CONSTRUCTION WT _•; � � ENGINEERING RING D PARTM T ANY I CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE SET OF CLEAN BLUELINE "AS BUILT PLANS THROUGHOUT THE DURATION OF THE PROJECT AND SHALL IMMEDIATELY UPON COMPLETION OF THE WORK, SUBMIT SAME TO THE CITY AFTER OBTAINING THE REVIEW AND APPROVAL OF THE CITY ENGINEER. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, CROSSINGS, OR RELOCATIONS SHALL BE CONSTRUCTED PRIOR TO PAVING. OM - IVIC C: N D T � A ROW 7. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE PAVING UNTIL FORMS AND SUB!.RADE AND/OR AGGREGATE BASE HAVE BEEN INSPECTED AND APPROVED BY THE CITY'S ENGINEER. WI 8. IF ANY UTILITIES OR OTHER FACILITIES, NOT OTHERWISE SHOWN ON THE PLANS, CONFLICT WITH THE PROPOSED IMPROVEMENTS, ALL AFFECTED WORK SHALL BE STOPPED AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY S ENGINEER. 9. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICI CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMO\,ING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPF:ESSIONS SHALL WILY BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER TFIAN THE NATIVE MATERIAL. NISNLA AVE. 10. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APLIED AT E MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDHPRIOR TOPAVING. '-16 @ASffL41 AVE. � G +s, 1111. CONSTRUCTION SURVEY STAKING SHALL BE CALLED FOR THROUGH THE' CITY OF SI E � NEW ASPHALT RUBBER SURFACE (ARHMFILL) WORKING CUCAMONGA, ENGINEERING E NG DAYS (48HOURSMINIMUM) NDEPARTMENT T (714) 989-1862, TWO FULL ADVANCE. �!� 4'S'TA9. EXIST. ASPHALT RUBBER SURFACE 12. INSPECTION AND MATERIAL TESTING SHALL BE CAL'_ '-=D THROUGH THE CITY goo n.� • o. SHOULDER 0.10' COLD PLANE(MIN.) OF RANCHO CUCAMONGA, ENGINEERING -DEPARTMENT AT (714•) 989-F8+3,� , ONE X E P FULL WORKING DAY ( 2 4 HOURS MINIMUM) IN ADVANCE. o ARa RT! TRADE EXIST. SHOD DER I \ , VAR es � . TO MATCH NEW E. . ELEV. �— s; _ 13. WORK SITE AND EXTERIOR STREETS SHALL BE IN A HEAT, CLEAN, HAZARD FREE, w' 3:1 i - ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED (,PON I REQUEST OF THE INSPECTOR. Q% JNLfli�i _ •T. 'vT"r_vtlsrr 14. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND UTLLITY �il'Ec ir�6D COMPANIES N60655Ctiii'(, WORKING DAYS PRIOR TO EXCAVATION: E SEDETAIL "A" s TYP. STREET CROSS SECTION ' W N.T.S. _ IL r~ � VICINITY MAP _ : O O CONSTRUCTION NOTES : ' I COLD PLANE AND OVERLAY WITH A•R.H.M. TO THE ELEVATION 4' STAB. 10' ±16' SHOWN AT THE CROSS SECTION PLAN. SHOULDER ±10' EXIST. ASPHALTRU89ER SURFACE NOTE: 2 CONSTRUCT STABILIZED SHOULDER ( 90 % MIN. RELATIVE COMPACTION) 69 w ASPHALT RUBBER SURFACE _ ISIONS FOR THIS PROJECT SHALL 8E IN ACCORDANCE W FOOTHILL BLVD. 3 PROTECT IN PLACE. RE-GRADE EXIST. � I ; SPECIAL PROM TO MATCH NEW EP ELEV. 3•f _ _ _ `-- _ N AVE. INTERSECTION AND STREET IMPROVEMENTS WITH TRAFFIC SIGNAL / OOT— PART i) ALONG WITH S IMP V N5 ON HAVEN AVE. FROM CIVIC CENTER DR. TO f NOTE PROVIDE CLEAN AND �VI;N EDGE OF PAVEMENT — £ „ , HILL BLV 2 AN TH ANDARD SP CI ICATInN FOR PUBLIC WORKS CONSTRUCTION SAWCUT DEBRIS IF NECESSARY. 0.10 COLD PLANE (MIN.) A D I 1 AND THE SUBSEQUENT SUPPLEMENTS 1992 AND 1993. 2'Jo tJMLF/i�i 0.10'COLO PLANE (MIN.) �'fHERwr4E TRAFFIC CONSTRUCTION- NOTES: A PAINT TRAFFIC STRIPING TO 4" WHITE LANE LINE WITH TYPE G RPM. SEE DETAIL " B" B PAINT TRAFFIC STRIPING TO 4" WHITE EDGE LINE. TEMPORARY BUS BAY CROSS SECTION C PAINT TRAFFIC STRIPING TO 4" SOLID WHITE LINE WITH TYPE G RPM. NTS. D PAINT LEGEND MARKING. E RE PLACE AFFECTED 6 x 6 LOOP DETECTOR 4'STAS. � ;fi' SHOULDER 8 �a d EP to v m W � 0 0 � x W EX T 137. ASPHALT RUBBER SURFACE NEW ASPIONT RUBI?ER SURFACE NEW ASPHALT RUBBER SURFACE TRAFFIC CONTROL NOTES: EXISTU � 11 1 _ :6DE MAT ASPHALT ia RE-GRAM - TD CNNEW EP ELE •___Z _ _- ARHN OVERLAY � PRIOR TO ANY WORK LANE CLOSURE FOR THIS PROJECT ( FROM NORTH OF CIVIC CENTER DR. 2% _ - - AR _ - - T ROW - TY 0 RTE. ) SHALL BE APPROVED - cl ED BY E IT GIN THE CITY EER, - DATE DESCRIPTION OF REVISION APPROVED COLD PLANE TO 0.10 MIN.+ COLD PLANE TO 0.10 MIN.PRIOR AND OVERLAY WITH ARHM TO ARHM OVERLAY CITY OF RANCHO CUCAMONGA DETAIL "B" DETAIL "A" -* NTS NTS REFE�t TO CROSS SECTION PLAN PAVING QUANTITY: HAVEN AVENUE I. ARHM OVELAY 195 TONS FROM CIVIC CENTER DRIVE TO ARROW ROUTE ' 2. COLD PLANE (0.10e-0.15') 19800 SQ. FT. APPROVED BY: DATE' CITY ENGINEER RC.E N0. 24953 3. STABILIZED SHOULDER 4700 SO. FT. DESIGN RECOMMENDED 4, STRIPING 81 PAV'T MARKINGS L.S. HAD 5• PAVEMENT MARKERS L.S. DRAWN SHEET RAD /MA I OF 5 CHECKED DRAWING N0. R.C.E. NO- DATE J-41 � �� DATE FILE NO Sheet 2. of 4b, 1 t 1- o_ W ------------------- d - ro 0 1172 ttl l ' b EXIST. WESTERLY 1 EDGE OF PAVEMENT 170'/i 11 TO w o ITS ti — ., V n � Z 2,1•�� �- J k — II74 it Ii- r j o _ 1 " _ EXISTWESTERLY 11721� v1162 MEDIAN w PROPOSED WESTERLY 1160 W b EDGE OF PAVEMENT ^ R q m _ 1158 a :, N � '� a Vs %ri to �, „ , ✓ to jj 1156 a4 v r 1162 1160 1158 1. L Llx(5 0 0 : (1/65, O4EP,F5•TGBIFL}- �Xt5TJ�6 GDS of Pf4v+cM�n1'T, ��NlSiy�D �t/,e.,/ /lcE, 7"oPOPctl,�8 MYO Fl�N/ GINS 1165,04 EP - px-opoSED eo&a of pAvEMvW Z 1 78+00 79+00 80♦00 0 a 81 00 82+00 83+00 84+00 85400 86+00 87 +00 SCALE v HORIZ. I" = 40' VER. I" = 4' H 0 U) c=n ROW E M zE + 0 LL -j- 9 1 = 40 I� OD F- d 4 N ��TOWARDS GRADE DIRT TO SLOPEEX13T !RA'WLINE (10 BE CAPPED) TYP.EXIST. C/G FLOW LINE. N PIT mm 1p- B E.P 2 3 E. P D B 2 F- Ld Ld 1J LJ rq kEXIST A. R.H. M. JOINT (GB) w w_ A N cn 0 T9♦00 8100 J L 0I+00 82400 /�3*60 84+00 8-0� — + — — — +�0 — — — — — — — -�-- r to.--r; r—:I- — 1--- — + — _ _ — — I — — — — — ti LJ LJ LJ -+- — -- — — -+- — — — — — OD //Q V. W Z II CONSTRUCTION NOTES HAVEN AVENUE IQ COLD PLANE AND OVERLAY WITH A.R.H.M. TO THE ELEVATION. SHOWN AT THE CROSS SECTION PLAN. 02 CONSTRUCT STABILIZED SHOULDER ( 90% MIN. RELATIVE COMPACTION) DESCRIPTION OF REVISION DATE PITY APPROVED. 03 PROTECT IN PLACE. CITY OF RANCHO CUCAMONGA NOTE' PROVIDE CLEAN AND EVEM EDGE OF PAVEMENT SAWCUT DEBRIS IF NECESSARY. _TRAFFIC CONTROL. NOTES. PRIOR TO ANY WORK, LANE CLOSURE FOR THIS PROJECT (FROM NORTH OFCMC CENTER DR. PAVING TRAFFIC CONSTRUCTION NOTES': TO ARROW RTE.) SHALL BE APPROVED BY CITY ENGINEER. OA PAINT TRAFFIC STRIPING TO 4 WHITE LANE LINE WITH TYPE G RPM. HAVEN AVENUE QB PAINT TRAFFIC STRIPING TO 4" WHITE EDGE LINE. FROM CIVIC CENTER DRIVE TO ARROW ROUTE © PAINT TRAFFIC STRIPING TO 4 SOLID WHITE LINE WITH TYPE G RPM. � ?? �� APPROVED BY: DATE.'' OD PAINT LEGEND MARKING. CITY ENGINEER %� � , Z�-c� R.C.E. NO. 2 P5s DESIGN RECOMMENDED QE RE rt ACS AFFECTED 6 x 6 LOOP DETECTOR A5 RD @4wa,3-(-43 DRAWN SHEET MA 2 OF-5 CHECKED DRAWING N0. R.C.E. NO 14q �� DATE FILE NO t EXIST WESTERLY . GiVtG cfR• De 'f� EDGE OF PAVEMENT i N BW6• 910. 1413 I' -I'� rwrf° ,51F_v 6*,AOd A4'T -rwi4, 4oartoNrh V ` ap �1 .� s 1, M tV 1 EXIST WESTERLY �- _ EDGE OF PAVEM IT ; a 4172 n PROPOSED WESTERLY v '� N 7 '`'' n ': s +\p ': : t t90 c r - EDGE OF PAVEMENT .� t- c W " # �, �; �- PROPOSE10 D W#LY a K+ J - v �--- r ,� W 0 EDGE OF '� w *t v� = - �* " � + PAVEMENT L Q v' ao m _ ttIg6 t t 76 N �; * ► "� EXIST. WE STtRL�' #AEDIAN Z = sr -7N 4 . , . . I e- .o -EXIST. WESTERLY j i { n n 1 i t 72 MEDIAN 1 -1174 1 - 1 4 i s n � f-f� 5' h1B U � 6 6 D N! ,�, � 4 E � L. � P GlJ W : / 3 A� TaP � RFIh , E G F E7c F ' �+ E�1 ' r _,__ _ _ T . __. . -_t ._._F.. - _e_.,-_._. .- .__.;_.<_ . ___. _. _... _.. _ }}•�� _ . . __._ -.____ .__. ,_ _ ._ C PS,T yt ) !3T'!�1 1JIs P Y N7, � F :• -. _ , /165.0¢ET Ft. � f'ROPD�ED &'D6E OF PAVE M6 N7" Or- FLOW L/Ne . { I i , • • , . • . 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 SCALE: v HORIZ. I" = 40 w VER. 1" = 4' o� cn S 1 = 40' F� �Q o /n Z �� 4 LXIST. FLOW Llt4E (TD BE CAPPEA) TYP. \\^^�\ N�^0^� J I w �. 1 t - - N CLEAN A.C. DEBRIS W _ THAT BLOCK FLOW LINE W A — —— — — 88+00— — — — — — _89+0+0 _ _-- — — 90+00 — — —81+00 — — — —8-�* — — 93+00 — 94*00 95+00 � — — — — — — — — — — — — — — — Q f- N W Z_ _ I I I II HAVEN AVENUE CONSTRUCTION NOTES IQ COLD PLANE AND OVERLAY WITH A.R.H.M. TO THE ELEVATION. CIVIC CENTER DRIVE SHOWN AT THE CROSS SECTION PLAN. 2 CONSTRUCT STABILIZED SHOULDER ( 90% MIN. RELATIVE COMPACTION) DESCRIPTION OF REVISION DATE CITY O APPROVED Q3 PROTECT IN PLACE. CITY OF RANCHO CUCAMONGA NOTE: PROVIDE CLEAN AND EVEN EDGE OF PAVEMENT SAWCUT DEBRIS IF NECESSARY. TRAFFIC CONTROL NOTES: PAVING TRAFFIC CONSTRUCTION NOTES. PRIOR TO ANY WORKS LANE CLOSURE FOR THIS PROJECT (FROM NORTH OF CIVIC CENTER DR. TO ARROW RTE.) SHALL BE APPROVED BY CITY ENGINEER. A PAINT TRAFFIC STRIPING TO 4" WHITE LANE LINE WITH TYPE G RPM. HAVEN AVENUE OB PAINT TRAFFIC STRIPING TO 4" WHITE EDGE LINE. FROM CIVIC CENTER DRIVE TO ARROW ROUTE © PAINT TRAFFIC STRIPING TO 4" SOLID WHITE LINE WITH TYPE G RPM. APPROVED BY'. DATE: QD PAINT LEGEND MARKING. CITY ENGINEER ��- -�- � ` � RC.E N0. 24453 DESIGN RECOMMENDED RE PLR�ie AFFECTED 6 x 6 LOOP DETECTOR A6 ��x�>?y (t�oj ��licab�e) RD ,f►tie4w,�t�,k_R3 DRAWN SHEET MA 3 OF 5 CHECKED DRAWING N0. R.C.E. NO- DATE O DATE 1 FILE NO CROSS SECTIONS HOR. I" - 10 FT. VER. I" - 5 FT. (73.91,EP,GB)= EXISTING ELEV. 73.91,Ep = PROPOSED ELEV. 16' � x b' 4 8' k l61 4'-,ITA ¢ StAb �floU1-Df.� I 4' tA > SNDuw�tz /,CIO s}buL171; Q de '�b ('/� 'ICp I 0'� fns U 2G2% ^ --- -J I �� A L / r 7L L Sp: I ZZI Gro 61 6¢ 1 IGO.00 1162.04 it6�•o0 too 2D GO Qp 20 60 40 20 \jam 82+00 84too 86t00 4_�5T6.ry• I Z 4 Q ua a g 0 5f DULPEf- o 67 1.56' 4.00 --- - - '/• - --- 70 3'I61 3;1 G5 3:1 clf c a r08 63 .0 1150.00 1162.0+7 GO 40 3) 60 40 lw • �0 t 40 168.00 20 81 +50 83150 85+50 -,16' ,16' - I t g' -r I!o 4'5tap. +,� 4'5TAP> A (� N 0 qte (J SHouI. P °y vEF ` yy 66 o.� 71 62 cs G4 69 60 62 '�7 J 6' 115°1.00 11161 .00 117600 ro0 40 20 (QO 40 24 L6 0 81+00 83+00 85+00 lb' DESCRIPTION OF REVISION DATE CITY APPROVED p. 1, tom' r Ido' sltou 4 s c- b CITY OF RANCHO CUCAMONGA w - w w dt I ' I t g r o zt, `� �Ho� � �< �� ������ N� � PAV I N G � ry _ � � �Q� fib. 2.G�. HAVEN AVENUE MAf� a.ct --�-- _ - - - - ` e4 300 ' _ - - - - .-.� .�� 69 �w, _ ' _--- - --- --- - ---- - — — 60 3 1 Or- 62 3'' 1 �6 6-, FROM CIVIC ANTER DRIVE TO ARROW ROUTE % o ADJU,5TV7 A• •3URFACOL 58 �'' ' 3' APPROVED BY' _ DATE: • , 1197.o0 '70 MoD 4O 20 40 Zo 1160.00 20 I t�5�o0(00 40 CITY ENGINEERto-e - ��C�ELt� -� ��� RC.E NO. 24gs3 4\ DESIGN RECOMMENDED RD 8Ot5O82150 84150 DRAWN SHEET - RD 4 OF 5 1JOT� : COLD PLANE AND OVERLAY TRANSITION START AT STA. 8Ot30 CHECKED DRAWING NO. DATE FILE NO Sheep 5 Of �e CROSS SECTIONS HOR. I"- 10 FT. VER, I"- 5 FT. (73.911 EP,GB) = EXISTING ELEV. 73.91,EP = PROPOSED ELEV. (-TYPICAL-) �.— yVEflfEizLY �DG✓E a>F PAVsM1;rIT wf�lfE Y EDr-e c r- nm/we ('CYP1GPc17 ,} 1I6l itG' Q� �-�/ - sl buwErz d� �9/ 4 zeP � 7G `n 76 3;1 f _ - -- - - - - - 74 A h i �^ 72 'lb 1171.00 1173.00 �.D 40 20 1177.004v CID 40 fi ?lo 88t0 0 h 1 90 t00 91+80 D A•G• m- U5 A`f � ( 1%iN PLA IzE �' P f L O � V � a 00 76 1117.00 -- tra r A 1,TAa 92 t 29 4'Sr°"a ,I� r;�vo oF4 f-1•AVe:t4WJE• (e_1VIr;r,"Tr� pg. -p5"OUL-P POOTRI u. r3 wl,• 9W6. No• l47 3 74 +3.G9'/• - ---' 3.37' _ _ — -- - __ _ - - 3: 1 72 3;l — — — — 7G i 70 '' 74 77 40 ZD 116G.00 40 20 1173.00 1176•oo Coo c° ---� 87 t 50 89t50 91t 20 66GIt`l A-C • 1%L-A R-E F�,AY') so 7e 60 4o fo 1177.00 IG f6I¢' A Ito' r 14 C +�tJdo P 6 4t�UI DEQ tib ( elf �, 5►+oUw�x /A0 �P ti`0 b y�' �y .off �. 91 av9i N ) r MATCH PRDPOSEf) 6�E (?, f}AV�11 AVE-14UE (41VIG Ge 44Th-70 m7o Tm Lj_) 3. 3'/• _ ---- 3 /• _-- - -- — — — — �. 2/ I 4.rR�% r ----� �O `'(��f IMf'1��MENTS �W6• ND• 143 72 -- - "15 n J 78 �> 76 79; lvo II6q.00 Il7l.00 11740 O 4v 40 87 t 00 891-00 90t73 (0,IJ P A•c• t=1.A(2� c, b UY e AY + IG r DESCRIPTION OF REVISION DATE APPROVED VED 16 — t- t 6r CITY OF RANCHO CUCAMONGA 5 T 4I.O>TA.* nNouw� ��Q , yl 1$ w �+ r, 74- �. PAV i N G n � g'I — — — —— -, —. —• 3 7`'/' J_— �G 3.62/ _ — — — — J _ _ -- - 76 HAVEN AVENUE I 1 CTrr) 74 70 ^� 7` FROM CIVIC CENTER DRIVE TO ARROW ROUTE 72 ^ APPROVED BY' - DATE-. ro 40 20 II68.ov 4a 1171.00 60 w "74-00 CITY ENGINEER.,z 06 RCE. NO. 24A53 JD�q�qyt. GKAM DESIGN RECOMMENDED r RD 86t50 88t56 90t I7 DRAWN SHEET � 6t,G►N /r r,. F s ►A � � OF 5 I.AI�-� � DU Y RD / CHECKED DRAWING NO. R.C.E. NO �/ DATE FILE NO 1 T 73 Sheet ,"C6 o L