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Home My WebLink About3001a e7 U c 0 0 N 0 I i 00 O 0 0 vi F._ 0 0 r`. r~ L0 r Lli ry Vl/ ,!q V z a_ z Uj L.t_t Q CL i 0 r r� L0 U) F_ 0 w 0 Q. Q 0 z 0 c.� 0 0 C.7 Z Of 1-11 GENERAL NOTES.- r 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT--OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED 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 ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT--OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, ATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL E SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. . PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R --VALUE AND PAVEMENT TEST TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB --GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 1. 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 APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THOUGOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. CUCAMONGA VALLEY WATER DISTRICT TELEPHONE: (909) 987--2591 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91730--063 B. SOUTHERN CALIFORNIA EDISON TELEPHONE: (909) 352-6240 7951 REDWOOD AVENUE FONTANA, CA 92336 C. SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE: (800) 427-2200 RES. 2.16 N. EUCLID AVENUE TELEPHONE: (800) 427--2000 COMM. ONTARIO, CA 91762 D. GENERAL TELEPHONE TELEPHONE: (800) 4833000 585-A NORTH MOUNTAIN AVENUE UPLAND, CA 91786 E. METROPOLITAN WATER DISTRICT TELEPHONE: (909) 593-7474 700 N. MOENO AVENUE LA VERN, CA 91750 IMPROVE FOR MENT TUSCANY V1 LLAS AT FOOTHILL OUL VARD wu UNDERGROUND ENGINEER'S NOTICE TO CONTRACTOR: 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY'OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL O STRUCTURES, REPORTED O- FOUND ON PUBLIC RECORDS, AGREESARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURE NOT REPORTED OR , INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES C, BEFORE STARTING . 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER PIPE . O aR: ANY PRODUCTS .iDalt CONTAINING ASBESTOS DUE #OO THE HEALTH HAZARD CONNECTED HAZARDS.WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN ENGINEER IN WRITING PRIOR O IMPLEMENTATION. STREET TREES OUANTITIES STREET I� I ME BOTANICAL COMMON NAME SPACINGIMIN. GROW i FOOTHILL ! A :� _. VARIES•0 a 60' VARIES 47'--58' 42' 13 VARIES .5' 5 19 QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. LB/L - VILLA TUSCANNY, LLC 22801 VENTURA BLVD., SUITE 207 WOODLAND HILLS, CA. 91364 TEL: 818•-222--2355 FAX: 18-222-2357 I CONTACT: MARK ROSS SAWGUT & 5' 1 I 7 7= JOIN LINE VARIES --------PROP. EARTHERN SWALE (Q.1% 3% _ _ - -- I SIDE SLOPE 2% MIN, 1.5:1 MAX. VARIES _ ._.-- - �"" EX. A.C. � 4 ! C3% 5 PAVEMENT `�,:..� - EX. E.P. 2 _ FUTURE RETAINING WALL FUTURE EXISTING 8" MEDIAN FUTURE FUTURE 8"CURB AND CURB A.G. PAVEMENT FUTURE SID ALK GUTTER 8"CURB AND GUTTER TYPICAL r r FOOTHILL BOULEVARD N.T. S. T. 1. = 9.0 = 40 CONSTRUCTION NOTES FOR STREET TREES SHr.ET INDEEA"Al 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. TITLE SHEETSTREET 1 STATE ROUTE 210 FWY W014:11 CROSS SECTIONSi 19TH STREET TRAFFIC SIGNAL MODIFICATION 16TH STREET ELINE ROAD a4 PROJECT -., SITE FOOTHILL BLVD , ARROW HWY ARROW ROUTE 9TH ST 9TH ST a 7TH ST r► ST r� VICINITY MAP N.T.S. 13 VARIES .5' 5 19 QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. LB/L - VILLA TUSCANNY, LLC 22801 VENTURA BLVD., SUITE 207 WOODLAND HILLS, CA. 91364 TEL: 818•-222--2355 FAX: 18-222-2357 I CONTACT: MARK ROSS SAWGUT & 5' 1 I 7 7= JOIN LINE VARIES --------PROP. EARTHERN SWALE (Q.1% 3% _ _ - -- I SIDE SLOPE 2% MIN, 1.5:1 MAX. VARIES _ ._.-- - �"" EX. A.C. � 4 ! C3% 5 PAVEMENT `�,:..� - EX. E.P. 2 _ FUTURE RETAINING WALL FUTURE EXISTING 8" MEDIAN FUTURE FUTURE 8"CURB AND CURB A.G. PAVEMENT FUTURE SID ALK GUTTER 8"CURB AND GUTTER TYPICAL r r FOOTHILL BOULEVARD N.T. S. T. 1. = 9.0 = 40 CONSTRUCTION NOTES FOR STREET TREES SHr.ET INDEEA"Al 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. TITLE SHEETSTREET 1 IMPROVEMENT PLANS W014:11 CROSS SECTIONSi INTERIOR STRIPING PLAN ULTIMATE STRIPING PLAN TRAFFIC SIGNAL MODIFICATION GEOTECHNICAL i r*',CADEMY CONSULTING CORPORATION .Ow 31735 RIVERSIDE DRIVE LAKE « ♦. CONTACT:TEL: 909-245-2200 FAX: 909-245-4211 FRED JALED PROJECT O. 22392-01 ARCHITECT DANIELIAN ASSOCIATES 60 CORPORATE PARK A .•« CONTACT:TEL: 949-474-6030 FAX: 949-474-1422 BOYD rql IllsF "S4"OEU L IN E I It 1 111 6 10390 Commerce Center Drive, Suite 200 Rancho Cucamonga, California 91730 tel 909.561.0676 0 fax 909.581.0696 www.fuscoo.com Jab Number: 577.0101 Date: May 15, 2005 PROJECT SHEET NO. 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STREET IMPROVEMENTS FOOTH11L BOULEVARD TRACT NO.16651 ApproveBy DATE: EER Z/ 0 CITY ENGIN /� L&,�tu? / RC � NO. -61 " 24THERLYSDE 4" - -- - - -----------1- - --------11 ---1 ---t- ---- --11-1- - .[ ----- ------- -----.---------- 11 5' ---- M14. 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