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r I i RACT N040 13443 I GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES & ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD OI — CONST. 3" A.C. OVER 4" A.B. PAVEMENT /84f 300 SIF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE a— CONST. 8" CURB W/24" GUTTER PER CITY OF RANCHO FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CUCAMONGA STD. 303 /50 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT 3O•— CONST. 6" CURB W/24" GUTTER PER CITY STD. 303 (MOD. SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN PER DETAIL BELOW) 9,/83 IF ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL HIGHLAND BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT AVENUE 4O— CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO NO COST TO THE CITY OF RANCHO CUCAMONGA. WILSON AVENUE CUCAMONGA STD. 310 & 311 40,682 5F 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR J G)_ CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. w RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC CURB) 3,750 SF 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY Z LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO w w PAVING. J� � > 6a— CONST. HANDICAPPED RAMP PER CITY OF RANCHO 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH Q �' ` CUCAMONGA STD. 310 /7 EA BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL HIGHLAND AVENUE 7 CONST. DRIVEWAY APPROACH PER STD. 305 75 EA BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3 4 cc DEERz A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED IV 19TH ST. CREEK w •• W PROJECT �8 — CONST. LOCAL DEPRESSION PER STD. NO. 518 PER DETAIL TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT z CHANNEL w THEREON EEA OF BASE MATERIALS AND/OR SURFACING. w —1 ='' 1:� 9� INSTALL STREET LIGHT 5800L 39 EA 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 0 : SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR = •• O— INSTALL STREET NAME SIGN PER CITY OF RANCHO DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. SO. PACIFIC RAILROAD CUCAMONGA STD. 401 8 402 /0 EA 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH w Zi BASELINE ROAD // INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA CONSISTS OF A ROCKY MATERIAL, THE SUB—GRADE SHALL BE PREPAREDZ ` STD. 402 2 EA BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE -THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE /2 STOP AND STOP BAR MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. LAR INSTALL2 EA B. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM VICINITY MAP /3 ADJUST WATER VALVE COVER TO GRADE /7 EA RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED N.T.S. /4 ADJUST MANHOLE TO GRADE 21 EA PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER .FOR APPROVAL. 3 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE SIDEWALK/VT LITY ' NOTE= /6 REMOVE EXISTING BARRICADE 72 LF CLEANED UPON REQUEST OF THE INSPECTOR. Al,.,tr UTII..ITIE.S (INCI..UDiNG FIRE HYDRAN"P3,5TFT L.IC-s1-t'T3, 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING GJ t:51 RZE7 SIGNS, AND N1P.11., BOXES SHAlt- - 115F_ 1.rJCA'T�D /7 — INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE OR REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND �O MHINED 4' SID�W,&. WHIN ALUAL'F_NT M aC�P..5 EQUAL /0 EA WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE 9�q Z /8 INSTALL 3" x 5" STEEL THRU DRAIN PIPE PER DETAIL ON INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL O SHT. 2 /O E/1 BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES " '� 2 p O— LE--IN'5T4,L.L Co 5EVE FOR R3TUtRE IRR.LINE 50 LF— AND STANDARDS. Y y 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES `T 1 ti LANE ARE SHOWN ON THESE PLANS. 1 12. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT. Z W vE PARK Y. Q 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. w PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT z PRIVATE ENGINEER'S NOTICE TO CONTRACTOR POINTS WITHIN 0.01 FOOT OF SUB—GRADE ELEVATION AND AT NOT MORE THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE < STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL AVAILABLE RECOR- i. TG ..;E BEST OF OUR KNOWLEDGE THERE ARE NO CURVE AREAS. F O T EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 14. SUB—GRADE STAKES, DRIVEN TO THE PAVEMENT SUB—GRADE ELEVATION, IS REQUIRED TO TAKE DUE PRECAUTIONAK Y METHODS TO PROTECT THE SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 PLANS. FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED cri OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT AT WARPED OR VERTICAL AREAS. _ ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS IS PROTEC'T'ED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. Q WITH THE "OCC'TPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SPRR -THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS INDEX MAP CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE - WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE 1"=40Y CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 17. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR UTILITY CONTACT SHALL DEFEND, INDEMI� AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANDD A ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION DETERMINATIONS COMPLETED TO VERIFY R—VALUE, SIEVE ANALYSIS, AND R/w Rlyy WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SAND EQUIVALENT OF AGGREGATE BASE. NEGLIGENCE OF THE OWNER OR ENGINEER. 18. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION CURB L/NE 446' 4' 1 CONTACT THE FOLLOWING, AS REQUIRED, 4E HOURS PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 5-0.025 23' P!'lE RIOR TO EXCAVATION: (SEE UTILITY LISTING HEREON) \ 6- 24" 23 ENERAL TELEPHONE COMPANY: (800) 422-4132 3/B"LIP 280 SOUTH LOCUST, FOR UNDERGROUND 5' /8' /BI S' P.O. BOX 2920 SERVICE MP 0f PI/iN1. 6, R� I POMONA, CALIFORNIA 91766 CITY DESCRIPTION OF REVISION DATE u 0.50 SOUTHERN CALIFORNIA EDISON: (714) 529-2070 APPROVED 19. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND 6' ; � 8" 3 LEVEL LINE 003' ( 191 EAST BIRCH STREET (714) 529-2889 PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR ;;-:, �I i•%� 3 BREA, CALIFORNIA 92621 CITY OF RANCHO CUCAMONGA TO FINAL PLAN APPROVAL). ,• -"'--� �: �• �� r I CUCAMONGA WATER DISTRICT: (714) 987-2591 20. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY 4 ? a > 641 SAN BERNARDINO ROAD PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 75" 23.5" RANCHO CUCAMONGA, CALIFORNIA 91730 STREET IMPROVEMENT PLANS FOR LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON—SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS AREDETAIL O 6" CF & 24" GUTTER TYPICAL SECTION 191 E. BIRCH STREET (714) 529-7070 REMOVED AND REPLACED TO THE $ATISFACTION OF THE CITY ENGINEER. BREA, CALIFORNIA 92621 NO SCALD (NO SCALE) PACIFIC TELEPHONE: (714) 999-5639 TRACT NO. 13443 T.I. : 5 METROPOLITIAN WATER D=TCT: (114) 593-7474 P.O. BOX 54153 APPROVED BY: DATE: LOS ANGELES, CALIFORNIA 90054 CITY ENGINEER RC.F N0. 22397 BENCH MARK B.M. 163B DESIGN R cOYM�NDED MORSE CONSULTING CROUP "- ELEV. 1297.297 M.K. 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