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HomeMy WebLinkAbout1597 GENERAL NOTES r------1 SI�DD TRACTS I 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF 'Ol 13564 I RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR Y PROJECT PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE 13565 SITE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER N I SuMMrT AvENuF- POLES. WATER METERS, VALVES, FIRE HYDRANTS. ETC. SHOWN OR NOT I NPROVEMENT PLANS SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN '4 ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE Q \y REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. FOR 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 6 SLmmrr Y HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY Z DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY "■„o�, Q f� FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN Z ON THESE PLANS. F s 5 >� or 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGAfz�oTy/z_L Fh/y. w ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION TRACT 1 55 �.-.. WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. t-}► AvE"uE 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 _ 24 TH STREET THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED VICINITY M A P BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ENGINEER' S NOTICE >< 6. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. 1 . CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE MAINS. OR CROSSINGS. SHALL BE CONSTRUCTED PRIOR TO PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 13 Not TO Scale OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 1 2 3 4 5 G 7 8q +o tt t2 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED COMPACTING ORIGINAL GROUND. AND ALL SUB-GRADES SHALL BE PERFORMED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY N AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL I _ 14 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM 1 THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. l 1 33 2p 15 S. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON 1 2 1 TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION 32 2t /a1 I CONSTRUCTION NOTES & QUANTITIES AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING 1 145 X0-7 G8 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO 141 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE 31 22 �C \17 �JTREET COMPLETED TO VERIFY: Rl_ -YAUt; CLA� SIEVE ANALYSIS AND SAND EQUIVALENT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED _ iCR50AI couRr OF AGGREGATE BASE. OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE 14 Azr rb ITEM GUANTI UNIT WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED 30 23 4" Q. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR 1 35,740 SF TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE 14� 14G G� 2 CAD �N 1cu¢Rg t GUTTA PER fZ AP,cf4o cLtC,ANto"GA �,q50 LF APPROVAL) . THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL 2�1 24 UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 34 3 ac.lsT. SIDEV4AL_K PEF2 PAMr-r-10 CUCAMONGA 2 475 15F 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 138 9-rp PLAma03 ' IZ OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. 2B 25 G4 � _ � SF ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 1 V ' NST. Lncsu > - — oCJCAM0NJGt^ PRESS I ONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED 5 STD. PLAN SIB aV_C-4L_ .v/7 BETTER THAN THE NATIVE MATERIAL. BY THE PREPARER OF THESE PLANS. 14G1 27 2Co G3 £�x �.. rvo D�s t� �� `-� —-- SF � r4 s�t3 +•r -384- - 12. 1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- 37 0, GTT. PLAa o. NArJDICAP 2AMP PF-R, >?rQ EA -.rd^.►�o ^_UCAMDrIGA STERILANT REGISTERED BY THE E.P .A. FOR USE UNDER A.C. AND P.C.C. CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO 1 to3 G2 4 1 CONST. DRIVE APPR OACF� PE= �'ANCNO CUCAMO GA SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION Q Hz IG' /,568 s FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- R055 TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL N r5t a1 II INSTALL CTRs=er LIG NTS 5800 LUMEN 4 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND A 14 INSTALL ST. SIGN PER GIT`( OF RANCHO CUCAM NGA STD-401A 2 ER. CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN SHALL FOLLOW ALL OSHA EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. t3 133 15 t t Go 1 '� ( 17 REMOTE BAPRICAD E 2 EA ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLU- W - 132 'S3 1� t0"7 4d T4 6e COOit'O/�t/,QTEO �V�.f.0 E. �/p fDit' �Y o�✓�LO/��R DED IN THE OTHER ITEMS OF WORK. U U 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NWe�c 0I-A N q 401-D SHALL BE CONSTRUCTED AT EACH INTERSECTION. 131 154 41 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OM 1 SS I ON DISCOVERED t q q q -7 X 45 1aq 110 1 112 3 NOTE: PEiP CONQIT/O/Y5' OFX�4/1'fM�L f/ -/�� / SO/l/ DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 4'Z BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. E o BECOrI'f'LfTfD FiPOrLI -/0//�VSTOrY 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD R�W l�/`„j q _ 43 PL,4CE TO S,4N SE�/,41N�'/Q0,90. FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. � 1 1 121 i 1111 117 11 Co 11 114 44 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO ?5' ?5' I q3 EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 18 Q A. GENERAL TELEPHONE (800) 422-4132g FOR UNDERGROUND SERVICE ' PUBLIC UTY/L/T124 t25 t� t27 1285:3 54 55 5� 5� I I 510E WAL I< TREES 11► S. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 MAI/JTENANCE 4 2191 E. BIRCH STREET (714) 529-7070 EASEMENT -- -� BREA. CA. 92621 `�' I RI 4-7 C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 017 I c�O Pyl $g g7 gG gr, Q rj2 51 5 4A '46 9641 RANCHOACUCAMONGDINCA. 91730 — - I ® © ® 1 © I I� - D. PACIFIC TELEPHONE COMPANY (714) 999-5639 3 -" - _ �% YOU/Y CA/1y YON ROAD 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 2 - - - NOTE SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS A 2 fA T' WITHIN THE ROADWAY HAVE BEEN COMPLETED; ALL ON-SITE IMPROVEMENTS t1 75 QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. INCLUDING ALL GRADING HAVE BEEN COMPLETED; AND ALL UNACCEPTABLE -70 71 73 74 1 Y CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF CITY ENGINEER. TYPICAL STREET SECTION � —ORI E TO BIDDING AND CONSTRUCTION. 5.o R N.T.S. 84 78 0—LOT N0. PER TF^CT 125SGG T I = = �1 � _JoNNSTON PI_..s.c-E (22+74.58 4,e, 28+34 6-7) 11 -77 100 LOT NO. PER TEKT. TRiAGT NENDFf�Soly DRIVE �24+�3 44 to 27+�10.�1 ) 83 � NO. l'S��Co(o CONSTRUCTION NOTES FOR STREET TREES: 82 80 I . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY ST�,NDARD PLANS. ~ DESCRIPTION OF REVISION DATE CITY APPROVED 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT X11 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR CITY OF RANCHO CUCAMONGA NUTRIENT DEFICIEIN'CIFS MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETG?:QED BY THE CITY INSPECTOR. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING STREET IMPROVEMENT PLANS DIVISION. FOR 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. INDEX MAP TRACT 13566 (AND ICK cf&-L5) APPROVED BY: DATE: STREET BOTANICAL NAME COMMON NAME SPACING SIZE Q 1 CITY ENGINEER RCE. NO. (� DESIGN Vonurgms f100 RECOMMENDED QROFESS,� ,lo.�+NS i oN P<,ItCt ���kA�'��u��� BRADFc,� PEAS �30�� � 5U � � �y��,� NENic�N �� f'15TT/1�}}� GnINENScy I 5GSNC 0� �F P.D.K. - E.N. �4 j ♦'OO^ 1�i,VEY GN Nt�t- IPIST�k� 30 D.G. I . 1� O I lam,�,ob 9in1 ['bone (714)474.1960 9 m DRAWN ,T�,i`i �ln SHEET m 1: ;+�,_. RAI (714)474-5315 4' � � C.D. - MT.L. 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