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Home My WebLink About5815-1II II I1 3 4 I F— I I o� I I � I 1 I I � I I II I I I I 102 I I II I II I 4 II I I II I II oc II I I I I I I III V 101 II I I II j II R/W I I II I II I II I I I II I I I II I I II I II I I II I I II I I I I I II I 68 W II I I I I Z I I 6i O II I I II �1 3 4 I F- I I I 1 � I C� I I 100 C, 70 5 6 C&G 8 7 0 0 O N R/W 97 98 II� I I Ij I II I I II 1 I 66 I 61 I I III II I I 65 I O II 1 -1 p R rll DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 63 API\/ 2:1DJ / f� / J 20 I II I I . �111 T Y 0 F FO N TA NA TRACT BOUNDARY II 5UMMI T A T R 05ENA II II 23 li II I I II TRACT NO.. 20214-4 21 9 10 15 16 �i 22 ON -SITE SIGNING AND STRIPING PLAN I 17 20 _ _� 24 11�4 I - - I 1 SIGNING AND 5TR/PING GENERAL NOTES I F- III II1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA I �9 _ _ _ _L i DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE 12 13 18 I I 27 25 II START OF ANY WORK /N PUBLIC RIGHT-OF-WAY WITH IN THE CITY LIMITS CALL I I I R/W (909) 350-7610. I II 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL II CONFORM TO THESE PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE C/TY'S 26 i SPECIAL PROVISIONS, SECTION E, THE CAL TRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2015, THE REVISED CAL TRANS STANDARD PLANS AND PETRU5 LANE + SPECIFICATIONS, DATED 2016, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC I CONTROL DEVICES, DATED 2014. II J. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY 29 1 II TRAFFIC CONTROL AT ALL TIMES. I \� 28 II 4. ALL SIGNS SHALL BE INSTALLED PER CITY DESIGN STANDARD 4003, UNLESS C&G I II OTHERWISE SHOWN ON THE PLANS. I 15 PROJECT SITE �Py CASA GRANDE SUMMI T A VENUE y GF Q Q FOOTHILL FREEWAY 210 BASELINE ROAD I c� 4 II 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS VICINITY MAP 85 30 VI it OTHERWISE NOTED. NOT TO SCALE 96 91 90 II I I I I W 6. SUBST/ TUTS TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON hi DETAIL 38 ON ROADWAYS WITH RAISED MEDIANS. III s 7. SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH PRIVATE ENGINEER 5 NOTICE TO THE CONTRACTOR: 60' - II Q RAISED MEDIANS. 95 86 I Q 92 89 I 30' 30' 31 II THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, AND/OR II 8. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 20 20' II 11 SANDBLASTING OR OTHER APPROVED METHODS, NONE OF WHICH SHALL DAMAGE RECORDS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE R/W 33 III THE PAVEMENT. THE 'BLACK OUT' METHOD OF REMOVAL IS NOT PERMITTED. ANY CONTRACTOR, SD THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N ALIGNMENT II PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER APPROVAL OF THE AND/OR GRADE OF THE PROPOSED IMPROVEMENT THE CONTRACTOR /S REQUIRED TO 94 93 88 87 C&G II CITY ENGINEER AT NO COST TO THE C/TY. TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY LOT 'E' Q 32 j "CAT OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS CONTROL POINTS OR TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER Z II II PR/OR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT PRIOR "CAT CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED I k LEAST TWO DAYS PR/OR FOR APPROVAL OF TRACKING." CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE I I RESPONSIBILITY FOR JOB SITE COND1 TIONS DURING THE COURSE OF CONSTRUCT/ON OF 10. STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS �u 35 II I MANUFACTURERS SPEC/F/CATIONS. REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE L/M/TED TO ~ Z 1 II 11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT NORMAL WORKING HOURS CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, R/W 11 INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, 8� 82 II LOCATIONS PER CITY DESIGN STANDARD 6001. REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, 75 76 C&G 34 II 11 II EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER I II 111 OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD UNAUTHORIZED CHANGES AND USES 71 74 1 FILES TO THE CITY ENGINEER. 77 80 83 I 36 II THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, �I UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THE PLANS F F- 11 �I I 11 C/TY OF FONTANA, UTILITY NOTIFICATION LIST MUST BE /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 11 72 73 78 79 37 II CITY OF FONTANA AT&T CONSTRUCTION STAKING NOTICE SIERRAVENUE 1OOKHURS T STREET 84 I 1 11 FON TANA,CA 92335S TE.203 THESE IMPRO VEMEN T PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF R/W 4 ;1I (909) 350-6632 HUNTINGTON BEACH, CA 92646 K&A ENGINEERING INC.WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE m C&G — 39 II (714) 963-7964 COMPLETE PROJECT. HOWEVER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM 38 II SO. CALIF. GAS COMPANY SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCT/ON I 11 1981 W. LUGON/A AVENUE SPRINT STAKING, NOTICE /S HEREBY GIVEN THAT THE FIRM OF K&A ENGINEERING INC. WILL NOT STAG'S LEAP LANE o o i �1 I 11 11 REDLANDS, CA 92374 2592 DUPONT DRIVE ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN j (909) 335-7967 /RV/NE, CA 92612 AVOIDED, CORRECTED OR MITIGATED /F K&A ENGINEERING INC. PERFORMED THE STAKING II EMERGENCIES (800) 427-2200 (800) 659-9698 WORK. N 41 II II SO. CALIF. ED/SON COMPANY TIME WARNER CABLE o 1I 300 N. PEPPER A VENUE 1500 AUTO CENTER DR/ VE I RIAL TO, CA 92376 ONTARIO, CA 91761 T/w G&G I I II (909) 820-5598 _ UNDERGROUND (909) 975-3439 DEVELOPER/OWNER ENGINEER 40 (909) 875-5100 TRANSM/SS/ON NI 1I j 11 (213) 637-1233 - PIPELINES SUNESYS, LLC LENNAR HOMES K&A ENGINEERING, INC II (909) 357-6505 - D/STR/BUTTON 1325 P/CO STREET 1106 980 MONTECI TO DRIVE, SUITE 302 357 N. SHERIDAN STREET L I I CORONA, CA 92881 CORONA, CA 92879 SUITE 117 60 55 54 49 48 — 42 I WEST VALLEY WATER DISTR/CT (951) 278-0400 (951) 817-3545 CORONA, CA 92880 ENGINEERING DEPARTMENT FAX (951) 817-3650 PHONE. (951) 279-1800 IIATTN. II 855 W. BASELINE ROAD UNDERGROUND SERVICE ALERT h RIALTO, CA 92376 (800) 422-4133 53 (909) 875-1804 62 59 56 — — 50 43 I I 47 rlli REV. REVISION DESCRIPTION 57 .52 51 1 I I II 46 45 44 I I I I I I LOT T' II III I I I I I SCALE 1" 4n' CONSTRUCTION NOTES & QUANTITY ESTIMATE z 0 40 80 120 160 PREPARED FOR: BASIS OF BEARING ENGINEERING 357 N. SHERIDAN STREET CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED SUITE 117 � ROFESS/p a IMPROVEMENTS NOT COMMENCE THE BASIS OF BEARINGS FOR THIS SURVEY /S THE EAST LINE OF THE SE ' LAND PLANNING CORONA, CALIFORNIA 92880 �Oe H. Fj WITHIN TWO YEARS OF THE DATE OF 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 �� <lyc ON -SITE SIGNING & STRIPING PLAN s SHOWN HEREON AND LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. SURVEYING FAX (951) 279-4380 APPROVALZ a CARRIEDFORTH/NA D/L/CENT MANNER, 980 MONTEC/TO DRIVE, SUITE 302 BEING: N003332"W Engineering, Inc. � No. 55534 � DESIGNED BY.• SUMMIT ATROSENA SCALE: Exp. 12/31/19 JS AS NOTED THE CITY ENGINEER MAY REQUIRE CORONA, CA 92879 * * TRACT NO. 202I4-4 BENCHMARK: REVISIONS TO THE PLANS TO BRING (951) 817-3545 c i v i\- ��P DRAWN B Y.• DA TE: THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CAL TRANS BENCHMARK #8-17 `� 7/15/99 9TFOF CAL�F�� BM JULY 2019 BRASS DISK LOCH TED IN SCE TOWER LEG LOCH TED 3,f v N/0 /-210 0 2 NO. DESCRIPTION UNIT QUANTITY APPLY 12" SOLID WHITE THERMOPLASTIC STOP BAR PER EA 2 CAL TRANS STD. PLAN A24E APPLY THERMOPLASTIC "STOP" LEGEND PER CAL TRANS STD. PLAN EA 2 A24D INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 EA 2 4� INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003 EA 8 STANDARDS IN EFFECT. CHECKED B Y. APPROVED B Y: v �«%�'�9`� � 812 2119 DRAWING NO: , MILES WEST OF SAN SEVAINE ROAD. AM/R H. FALLAHI , RCE 55534 DA TE UA TE ENGR. DATE CITY DATE ELEVA TlON=1428.609 AF CITY ENGINEER RCE 51152 5815 a 0 0