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HomeMy WebLinkAbout1461 s-�_. _ __ _ W GENERAL NOTES: 1 . ALL WORK CALLED FOR ON THE PLANS SHALL BE IN COMPLIANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION AND SUPPLEMENTS, AND CITY OF RANCHO CUCAMONGA STDS., ADOPTED BY CITY COUNCIL, UNLESS OTHERWISE NOTED ON STREET IMPROVEMENT CONSTRUCTION NOTES & QUANTITY ESTIMATES 1 LOCATION THE PLANS OR IN THE SPECIAL PROVISIONS FOR THE SUBJECT PROJECT. (TEM QUANTITIES 2. THE CONTRACTOR, BEFORE UNDERTAKING ANY GRADING OR CONSTRUCTION WORK OF ANY 'o FOOTHILL BLVD. auslN�ss ��c�as� 1a-- CONSTRUCT C.B. NO. I PER CITY OF RANCHO CUCAMONGA DWG. NO. 503 fW=PER PLAN) I EA. ; �- - 66 TYPE WITHIN THE PUBLIC RIGHT OF WAY, MUST FIRST OBTAIN A CONSTRUCTION PERMIT FROM THE `CITY ENGINEERING DEPARTMENT. +( Ciry OFP-AAX00 CVcANorvGA k CiT.y or uPLANO) V�2 � _ UPLAND RANCHO • 1 �- CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA DWG. N0. 518 , H =2" IEA. W; o M� ONTCLAIR CUCAMONGA • FONTANA RIALTO 3. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED IN ALL CASES WHERE WORK WILL W l � • 1 p IN ANY WAY INTERFER WITHEITHER VEHICULAR OR PEDESTRIAN TRAFFIC. THE 3�- REMOVE EXISTING A.C. PAVEMENT & REGRADE 212 S.F. o, ONTARIO CONTRACTOR IS ADVISED THAT CITY COUNCIL RESOLUTION NO. 1656, DEALING WITH m PROMPT RESTORATION OF CITY STREETS TORN UP DURING CONSTRUCTION, WILL BE REMOVE EXISTING A.C. DIKE 427 L.F. 00 15 ENFORCED IN ALL CASES WHERE THE PROVISIONS THEREOF ARE APPLICABLE. 5�-- DELETED J 4. INSPECTION BY THE'*CITY OF THE WORK CALLED FOR ON THE PLANS SHALL NOT IN ANY 6 CONSTRUCT " A.C. OVER 4" A.B. PER DETAIL SHEET 1 ZONE 'B' & ZONE 'C' 13,470 S.F. I 2 WAY, RELIEVE THE CONTRACTOR AND/OR THE DEVELOPER OF THEIR OBLIGATION TO �- Z ( ) CHINO 83 < W 60 PERFORM THE WORK IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. 7 CONSTRUCT CONCRETE CURB 8 GUTTER TYPE 'A2-8" PER STATE OF CALIFORNIA, 1K 49 LF 5. ANY ALTERATIONS OR VARIANCES FROM THE PLANS, EXCEPT MINOR ADJUSTMENTS IN DEPARTMENT OF TRANSPORTATION STANDARD DWG. NO. N8-A . . -_-� < m �t o THE FIELD TO MEET EXISTING CONDITIONS, SHALL BE REQUESTED IN WRITING AND - -- - -- - = Z MAY NOT BE INSTITUTED UNTIL APPROVED BY THE CITY ENGINEERS OR THEIR 8a--- CONSTRUCT CONCRETE DRIVE AP .PER CITY OF RANCHO CUCAMONGA DWG. 306, 4610 S.F. 71 v 31 RIVERSIDE REPRESENTATIVES ACTING SPECIFICALLY UPON THEIR INSTRUCTIONS. W = PER PLAN, K = 8 - W l., • RECONSTRUCT EXISTING DIRT DRIVEWAY AS NECESSARY TO JOIN PROPOSEDNORCO • 6. QUANTITIES, AS SHOWN ON THE PLANS, ARE ESTIMATED, AND THE CONTRACTOR IS 9 CONCRETE DRIVE APPROACH 5,26- S.F. VICINITY / -�-�/ ADVISED THAT FINAL QUANTITIES OF MATERIAL AND WORK IN PLACE MAY BE SOMEWHAT 540 L.F. ? I C I N I I 1 MAP GREATER OR LESS THAN THOSE INDICATED ON THE PLANS. PAYMENT WILL BE MADE IN 10 RELOCATE INTERFERING PORTION OF FENCE TO PROPERTY LINE91 V, ACCORDANCE WITH THE SPECIAL PROVISIONS. 11 PROTECT IN PLACE 1 EA. Q NOT TO SCALE 7. CONCRETE GUTTERS ALLEY APPROACHES DRIVEWAYS OR OTHER CONCRETE ITEMS WHICH WILL BE SUBJECT TO VEHICULAR TRAFFIC, SHALL BE BARRICADED, AND NO @-- SATISFACTION CONSTRUCT 1 - 1/CI THICK A.C. CAP ZONE 'A' PER DETAIL 1�, (FEATHER TO13 470 S.F.VEHICULAR TRAFFIC PERMITTED THEREON, FOR A PERIOD OF AT LEAST SEVEN DAYS OF CITY INSPECTOR) �� CORONA FOLLOWING THE PLACING OF SAID CONCRETE ITEM. WHEN THE GENERAL PROVISIONS 13 INSTALL 24' R.C.P. STORM DRAIN (D-1750) PER OET.a/L 5¢fT CALL FOR USE OF A CONCRETE ITEM BY VEHICULAR TRAFFIC SOONER THAN SEVEN DAYS 40 L.F. AFTER PLACING, OR WHEN THE CONTRACTOR FOR CONVENIENCE OF OPERATION SO e4 11 DESIRES, CONCRETE CONTAINING EIGHT SACKS OF CEMENT PER CUBIC YARD MAY, AND 14 CONSTRUCT 8' PCC CURB AND,GUTTER PER -ITY c,F R� N��I_ 'AM)NGA STANDARD DWG. NO. 470 L.F. ` SHALL IF SO DIRECTED BY THE ENGINEER, BE USED AND TRAFFIC WILL BE PERMITTED 303. F THEREON SEVENTY-TWO HOURS AFTER THE PLACING OF SAID EIGHT SACK CONCRETE. U) 15 TO BE RELOCATED PER TRAFFIC PLAN SHT. 4 OF S. 5 EA. z 8. IRRIGATION LINES WITHIN ANY CITY RIGHT OF WAY SHALL HAVE A TWENTY-FOUR INCH 4 REMOVE EXIST. CURB d GUTTER 43 L.F. 16 MINIMUM COVER FROM FINISH SURFACE, UNLESS SAID IRRIGATION LINE IS ENCASED _ __-__ 16TH ST, W BASELINE RD. 1 IN CONCRETE BEDDED IN A SPECIAL CONCRETE CRADLE. X 17 REMOVE EXIST. CATCH BASIN I EA. Q 9. THE CONTRACTOR SHALL OPERATE IN A MANNER COMPLIANT WITH ALL APPLICABLE Q Q Q ST U SECTIONS OF THE MUNICIPAL CODES AND COMPLIANT WITH ALL APPLICABLE CITY 18 CONSTRUCT MANHOLE A PER CITY OF RANCHO CUCAMONGA DWG. NO. 510 1 EA. COUNCIL RESOLUTIONS. Al 19 RELOCATE EXIST. POWER POLE BY S.C.E. CO. /G.T.E. 2 EA. SHEET 2 10. THE- LOCATION OF UNDERGROUND UTILITY OR IRRIGATION LINES, AS SHOWN ON THE PLANS, IS APPROXIMATE, AND SINCE THE ACTUAL LOCATION MAY BE SOMEWHAT p - CONSTRUCT HANDICAP RAMP CASE 'E" PER STATE OF CALIFORNIA, DEPARTMENT OF DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO CONTACT THE TRANSPORTATION STANDARD DWG. NO. N8-B. IEA. FOOTHILL BLVD. ST. INTERESTED UTILITY OR WATER COMPANY BEFORE EXCAVATION IN THE VICINITY OF ANY SUCH LINES. 21 COLD PLANE EXISTING ASPHALT CONCRETE TO PROVIDE A MINIMUM OF 11/2' OF ASPHALT 2,875 S.F. CONCRETE OVERLAYo _j p�� 66 CL 11 . AN APPROVED WEED KILLER SHALL BE APPLIED TO THE PREPARED BASE PRIOR TO z j ASPHALT PAVING IN ALL AREAS WHERE THERE IS ANY EVIDENCE OF HUMUS OR ORGANIC 0 w 0�Q > IJ MATERIAL PRESENT IN THE BASE (EITHER NATIVE OR IMPORTED) MATERIAL. ALL S6 44' Q ARROW HWY. > WEED KILLERS USED SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE U) Q O a MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. 3 � W W Z /2' _ 32 - lz' o 12. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ON L44 ' 83 LOCATION MAP� � � THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE 0.5' S.5' 10 SAN m NOT TO SCALE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS J Q AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH v0 W W Q REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF I w 3.5' CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS *CONSTRUCTION SAFETY ORDERS.' �� n 4 o` \ Ex/sr A.C. 1 1 I2 Z 13. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN -n7Tm p1KE I VAR, 1.25% 14' y-r--- ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST L__J ro1.75'° OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON 1� It ___ _- THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES \l _ _ - - - 21 -- - �.`: WEST W EAST TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURE NOT SHOWN k Q ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO W VI THESE LINES OR STRUCTURES. �C Q 44' 14. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR TYPICAL SECTION A-A /Z VARIES 44 ' 7'032' JOB SITE CONDITIONS OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO GROVE AVE. N'LY OF FOOTHILL BLVD. 5 �� NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND STA. 10-73.32 TO 12 + 85 �� 0.5 ' s0' HOLD THE ENGINEERS AND THE OWNERS HARMLESS FROM ANY AND ALL LIABILITY, REAL m(l� j OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, �g O VAR. ✓AC EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR HORIZ. 1" - 10' I_�! Q 5.57o ojov' ENGINEERS. SCALE ' VERT. 1" = 2' 0w h 0' W� v EX/S T. A.C. D/.t'E r 4 15. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL Q p N }. T-7..- ill - I =` DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BAR. 1.47yro �- p Jl a �9 L'._•_-J 2.3 y MI►1 , 16. THE CONSTRUCTION ENGINEERS AND THE CITIES OF UPLAND AND RANCHO CUCAMONGA SHALL NOT BE _ r ONE a RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S NON COMPLIANCE WITH THE �� 2ZONE B X94 W� I 21 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT of ZONEC LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 893 TYPICAL SECTION B-B "CONSTRUCTION SAFETY ORDERS". .4 1290___ _1290 GROVE AVE. N'LY OF FOOTHILL BLVD.' 17. PRIOR TO ANY CONSTRUCTION AS SHOWN ON THESE PLANS THE CONTRACTOR SHALL POT )2 ,,� STA. 12+ 85 TO 14 + 37 HOLE AND VERIFY LOCATIONS, BOTH HORIZONTALLY AND VERTICALLY, OF ALL STORM '" s 't.4. DRAINS, SEWERS AND WATER LINES THAT ARE TO BE JOINED OR CROSSED. ANY GROVE FOOTN1Ll /2$9 ' ► * , A . _ , DISCREPANCIES FROM DATA AS SHOWN ON THESE PLANS SHALL BE REPORTED TO THE FINISH SUP-FACE - 1289 SCALE HI" I0 VEER RT.. I = 2 W ENGINEER IMMEDIA i ELY. ' ZOIVE 'A' .c CONCRETE ENCASE MENT WEST 4�t 18. ALL WORK PERFORMED ON WATER LINES, SERVICES, FIRE HYDRANTS, ETC., SHALL BE ��N .0 /288 t - -- - 1288 V j1 DONE IN ACCORDANCE WITH WATER DEPARTMENT STANDARD DRAWINGS, SPECIFICATIONS N ZONE 'B' ,,, > h Niel Q AND REQUIREMENTS. STD. W6-23 SHALL BE CONSIDERED PART OF THESE PLANS. 6 O0Q O �o O ZONE ' C' ' I �� O> �n \\ EAST 000Sc0 08000 O /287 0.0040 _ 1287 k,k - W 19. CONTRACTOR SHALL CONTACT EDITON CO. (BOB SMITH) 48 HRS. PRIOR TO DIGGING W 4C 44 ¢4 Ole FOR PLACEMENT OF UNDERGROUND CONDUITS (714) 947-8269. ? P r ZONE '0, /ZS<c _ �'`(�� 128Cv l2� 20. THE FOLLOWING CITY OF RANCHO CUCAMONGA AND STATE OF CALIFORNIA STANDARD DRAWINGS 'L �2 - - _ - N -- APPLY TO THIS PROJECT AND SHALL BE CONSIDERED AS PART OF THESE PLANS. TYPICAL PAVEMENT DETAIL 1 �" O , co DRAWING NO. DESCRIPTION 1 /285_ _ ___ ___ _ - - - - -- 1285 I q O CL 'Z M CID NS-B RAMP O k v ` 306 COMMEECIAL DRIVE AVPPoACR ZONE A C2 AR4000 ASPHALT CONCRETE CAP COURSE +- O N 0 4 0.S" S VAR I S' vae CURB & GUTTER ZONE �B � B AR 4000 OR AR8000 ASPHALT CONCRETE LIFT COURSE co►.1sT 3 .50 L.F N8-A _ _ 503 CURB INLET ZONE C : AGGREGATE BASE LEVEL COURSE 24' R.c.P CD-17so) N S„ eo'rai' -j 303 8"sule5 9 24" CW"GR ZONE 'D' : 95% RELATIVE COMPACTED SOIL oil 21 I 518 LOCAL DEPRESSION 12 VAR. % ro 2.33 '. SEAL 510 MANHOLE t. UTILITIES - NOTIFY PRIOR TO EXCAVATION_ oil FESS/ CITY OF RANCHO CUCAMONGA (Engineering Department) (714) 989-1862 L'=T�i T"'^ I:� - Z 00�Q� �N.� CITY OF UPLAND Engineering Departmen (714) 982- 1352, ext. 222 LEGEND STORM DRAIN PROFILE CITY OF UPLAND (Water Department) (714) 982- 1352, ext. 258 - SCALE HORIZ. I" = 10 d 'Qi 'yC GENERAL TELEPHONE COMPANY- (714) 949-8208 VERT. I" = 2' Z COMCAST CABLE TELEVISION (714) 988-2999 7�] INDICATES A.C. CAP/ OVERLAY TYPICAL SECTION C-C SOUTHERN CALIFORNIA GAS COMPANY (71 4) 394-3835 �., RCE#31737 P SOUTHERN CALIFORNIA EDISON COMPANY (714) 357-6235 THE CONTRACTOR SHALL POSSESS A CLASS 'A" LICENSE (GENERAL ENGINEERING I GROVE AVE. N'LY. OF FOOTHILL BLVD. . 1�-31A2 CALTRANS Dept. of Transportation) 714 383-4536 CONTRACTOR) OR A COMBINATION OF SPECIALTY CLASS "C" LICENSES SUFFICIENT - m . Q (California( P P )- ( ) INDICATES A.C. OVER A.B. TO COVER ALL THE WORK TO BE PERFORMED, IN ACCORDANCE WITH THE CITY OF RANOHO CUCAMONGA STA. 14 +37 TO 15+31 .55 v� UNDERGROUND SERVICE ALERT (800) 422-4133 PROVISIONS OF THE CONTRACTOR'S LICENSING LAW (CALIFORNIA BUSINESS AND J'f Of \� CITY OF RANCHO CUCAMONGA (714) 989-1862 PROFESSIONS CODE, SEC110N 7000 ET. SEG.) AND THE RULES AND REGULATIONS APPROVED / // � J th Q� CUCAMONGA COUNTY WATER DISTRICT - (714) 987 2591 _ _ u - ' l :�: VERT. I =1' EOF CAUFO INDICATES COLD PLANE ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. Apk SCALE VERT. I' = 2' (Sewer 8 wafer in R.C.) CITY ENGINEER R.C.E. NO. O BENCH MARK NO. 373-86 REVISIONS PLANS PREPARED BY DRAWN BY: REVIEW BY CITY STAFF APPROVED BY : WATER DRAWING NO. � LOCATN•' MARK DATE W1TIAL D E S C RIPT10N I PATEAPP'VD M. F DEPARTMENT INITIAL DATE CITY OF UPLAND SBD CO.SURVEYORS BRASS DISC 0 ] 3 9'� QA RECORD DRAVJiNGS DESIGN Sr: JOHNSON-FRANK & ASSOCIATES, INC. WATER DEPT. tl J / S H E E T W IN T.C. 65 FEET WEST OF C.L. GROVE AVE. L.C. rn lis 5150 EAST HUNTER AVENUE FIRE DEPT. �N CITY ENGINEER R . C . E . 15033 EXP , 131/9 DATE STREET IMPROVEMENT PLANS O AND 37 FEET NORTH OF C.L. FOOTHILL BLVD. t ANAHEIM, CALIF. 92807 CHECKED MY: 5 SHEETS � MEDIAN STRIP AT WEST END OF N/W CURB _ PHONE (714) 77 7 8877 W.H. �� TRAFFIC r� FOR FOOTHILL BLVD AND GROVE AVE. a RETURN (B.M. NO. 373 PRIOR CITY DATUM) ,\ o�3 APPROVED P R O V E D B Y : OF �l ` r, - . ,`„ % `_ - '`� RECOMMENDED Sr. SEWER r 1 DRAWING NO. ELEV. 1291'524 WILLIAM L. 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' o % I = v-vr � U �< v vo m z - rn .. o II ry D �D-0 Or z vDi C D - � n O (n-1 n rn *m m m rr v' (n ..........:.............. .............. ... .:.......1111...:.........:.......-......11. Z I _ � ��n rn O Z -i c D Z op ��C ooD m o�m (A n --1 n Z 0 (n-u m Z D m Z m 11 Cn o O K D m Lp rn c NN D Om (� Or� p X� N• -•1 z ............. j.......1111.................. ....:....-.-*�--_.-----.--.............._...... I Z-iA - ~i u D z OZm -< O-< . r- z -0 m zg (A z�� zm D N� �� ;....:..............:....:.........:.... .... ................_........................... 1 un 7 (A� N m � � mem Orn z Z ( - Dm z �> �� Tz-I m� v �-< ..............' i.... ..-11 ........:.-- ...........' .. � - C) D wa m D rn m m n D m rn c7 0 O .--._.._.. .. ,.._ ..*._...._...... ...._----..- _...... ....1........... (D m r" -4 r m m n U o m U) -1 -n rn D ; - -:r_ .111.1 .1.1.11- C c C -4 --q o o z z _._-,._ _ . --1111._.-...-__.*�_. 1111... --- .* y....0-.-. ,t FOOTHILL BLVD. ' . i I PROJECT NO. 3848PLAN NO. SI 3848 GENERAL NOTES FOR CALTRANS 1. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE MUST BE PRE—APPROVED AND JUSTIFIED). 2. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 3. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. 4. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (Tl) OF 11.0 SHALL BE USED IN THE DESIGN OF THE TRAVELED WAY, AND A TI OF -Q SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. 5. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE CONNECTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN—OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. 7. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO ,BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 8. THE PAVEMENT MUST BE SAW—CUT 2' MINIMUM FROM THE EDGE OF PAVEMENT. THE SAW—CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. 9. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 10. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. 11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. i 12. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. 13. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN—KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. a Iq CY U, C Z SEAL Z oQ�pF EL SI p44 N� CL RCE#3173 , oc . 12.31.92, �t a `r�,�l 1111 O��►Q- r� E OF CA�� tj �.S cl C BENCH MARK NO. 373-86 REVISIONS PLANS PREPARED BY DRAWN BY, REVIEW BY CITY STAFF APPROVED BY ' WATER DRAWING NO. Z MARK DATE INITIAL DESCRIPTION DATE APP'VD. M.F DEPARTMENT INITIAL DATE CITY OF U c LOCATION : SBD CO. SURVEYORS 3 ;-� qA RC.CORO PtaW(P" 1 JOHNSON-FRANK 8 ASSOCIATES, INC. DESIGN BY, / u BRASS DISC IN T.C. 65 FEET WEST OF C.L. 5150 EAST HUNTER AVENUE L.C. WATER DEFT. 7�'1 ��i �� �'y�,�¢„�t� 2�l0l92_ SN SHEET ,,,, TREET IMPROVEMENT PLANS ' GROVE AVE. AND 37 FEET NORTH OF C.L. ANAHEIM, CALIFORNIA 92807 CHECKED BYE FIRE D E P'T. D� `- 9� CITY ENGINEER R.C.E. 1503) EXP. 3131195 DATE 3 C FOOTHILL BLVD. MEDIAN STRIP AT WEST J (` PHONE (714) 777-8 77 W-H. TRAFFIC u �3 1� APPROVED B Y , _ FOR FOOTHILL BLVD AND GROVE AVE. OF -5-- SHEETS a RECOMMENDED BYE END OF N1W CURB RETURN (B.M. NO. 373 LJ� �JLQ �St IC,.•� �_ �n 3-1 1 PRIOR CITY DATUM) `V SEWER i i WILLIAM L. HARRIS R.C.E. 31737 EXP. 12-31-92 DRAINAGE ATER UTILITY ECTOR D PROJECT NO. 3848 SI 3848 E L E V . 1291.524 1)w6. �10• I L.{.& ' J.N. 193-90