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HomeMy WebLinkAbout1074 TRACT NO, 13 0 5 7 GENERAL NOTES IN - THE CITY OF RANCHO CUCAMONGA ' 22. PRIOR TO INSTALLATION OF ANY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE ` PAVING, A MATERIALS REPORT CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD HIGHLAND AVENUE SHALL BE SUBMITTED TO THE CITY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. ENGINEER. LISTING ALL TESTS OR CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE WtLX" A`r'• - t t DETERMINATIONS COMPLETED TO FOR ADHERF.ANCF. TO THESE STANDARDS AND SPECIFICATIONS. VERIFY: SIEVE ANALYSIS AND SAND 2. ALI, PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELj,.P11ONE OR POWER - EQUIVALENT OF AGGREGATE BASE. POLES, WATER METERS, VALVES, FIRE HYDRANTS, I:TC. SIIOWN OR NO'r d 4 > 23. PAVING SHALL BE PERFORMED IN SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ACCORDANCE WITH R-VAWE AND ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL N a FUTURE REMOVED,PAVEMENT TESTS TAKEN TO BE RELOCATED OR PROTECTED IN DETERMINE ST UCTURAL SECTIONS NO COSTTOOPLACF. AS REQUIRED AT HE CITY OF RANCHO CUCAMONGA, a ` COMMERCIAL (PRIOR TO FINAL PLAN APPROVAL . 3. A PERMIT SHALL BE OBTAINED .FROM THE CITY OF RANCHO CUCAMONGA o dve, 8 J \ ��Y FACILITY ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 5 24. THE FINAL OR SURFACE LAYER CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EAS1'MENT OR OF ASPHALTIC CONCRETE RIGHT-OF-WAY. .. rTM °�'" " PROJECT �3 -- INDICATES SHEET N0. ROADWAY PAVEMENT SHALL 4• cHnrir,ri A � � NOT BE PLACED UNTIL ALL - -'—i~f UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE I I I� '"' . -1- dd +LINE AVE 3 7 IMPROVEMENTS INCLUDING ALL FeR !WS `.H'.��'—'4�1+� FY,6 ` 4 A+1001 4�149Y4-!, 001MTIN-IN- -PwI- EN - GRADING HAVE BEEN COMPLETED, 3 AND ALL UNACCEPTABLE 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY 0 d.� PARKWAY AND ROADWAY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO K E IMPROVEMENTS ARE REMOVED PAVING. �/ AND REPLACED TO THE 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH j� MAP y SATISFACTION OF THE CITY BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL 3 ENGINEER. BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. N._r 5. �`� A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT 4 � S� OF BASE MATERIALS AND/OR SURFACING. � 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE s M FUTURE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR d- c� MEDIUM DETERMINATIIONS COMPLETED VERIFY: (A) 14 VA144 , SIP-411; ANAIA'818 ANO 8,044 Ff#k4lVA!3FNT- Or- AGQ14FQAW 6 DENSITY lam. ¢ (B) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT 00 SURFACING.SURFACING. Qr 8. WHEN IMPROVEMENTS ARE TO BEPLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE SOIL. ' 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILTY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 2 O FOR APPROVAL. 2 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE PRIVATE ENGINEER'S � CLEANED UPON REQUEST OF THE INSPECTOR. 11. THE RESPONSIBLITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING ohm C 1 REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND . . NOTICE TO CONTRACTOR • _ WATER, GAS, PRONE, ELECTRIC OR ANY OTHER UTILITY LINE, INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR FUTURE INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE COMMUNITYARE SHOWN ON THESE PLANS. UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE 13. SHADING ON STREET PLANS INDICATE. A.C. PAVEMENT, DETERMINED PLANS. FACILITY BY STRUCTURAL SECTION. TO BE INSTALLED. AA cc 14. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT PAS SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" Ft1A ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC VICTO QN JOINTS. DOWEL PINS AT ALL EXPANSI 16. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERSTM. BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAT 50' INTERVALS. THE CML ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THEADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE SCHOOL/PARK SITE AT WARPED OR VERTICAL AREAS,+ PLACE PRIOR TO PAVING TO PERMIT "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". 17. 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. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED -� RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE _ SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. NEGLIGENCE OF THE OWNER OR ENGINEER. - 19. # r8 NOT !NpiA4pp FR OR F4 F R UTILITY CONTACT 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 21. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO CONTACT THE FOLLOWING. AS REQUIRED. 46 HOURS PRIOR TO EXCAVATION: T T 1 A T EXCAVATION. PROVIDED FOR YOUR CONVENIENCE IS A LIST OF UTILITY COMPANIES BELOW LEFT. GENERAL TELEPHONE COMPANY: [8001 422-4132 280 SOUTH LOCUST. P.O. BOX 2920 C 13 POMONA. CALIFORNIA 91766 SOUTHERN CALIFORNIA GAS CO: [714) 529-2070 CITY 2191 EAST BIRCH STREET (714) 529-2889 DESCRIPTION OF REVISION DATE PRO VED BREA. CALIFORNIA 92621 �� CUCAMONGA WATER DISTRICT: (7141 9877-2591 CITY OF RANCHO CUCAMONGA 9841 SAN BERNARDINO ROAD RANCHO CUCAMONC3A, CALIFORNIA 91730 STREET IMPROVEMENT PLANS ' V 4'� FOR LYON w �jieWILLIAM LYONZ�a VQ TRACT NO. 13057 7yy� FA I R M O N T If 6540 ARCHSALD RANCHO CUCAMONGIA. CALFORN A 01750 APPROVED BY.UITE 0 REG/SrRATio�! CITY ENGINEE Exr�,PEs RCE NO. 23889 i2- 3�- 89 O BENCH MARK B.M. 163 B DESIGN TRA 130 0 \,, ` J �,�H,,<< �G , MORSE CONSULTING GROUP 241 EL_E"• '29'.29' , _ ,� PLANMNC ENGIIVEF) ING LANDSCAPEARCHITEC7URE AVENUE AND OF 40 NORTH DRAWN 1 �--� / ? ` Ile SHEET . --I—or OF % BASELINE, SET BRASS XP. 9-3Q-89 4860 IRVINE BOULEVARD, SUITE#201 BENCH DISC. IN TOP OF CHECKED STAN T Q. 11AOF3�4F��� DRAWING NO. IRVINE, CALIFORNIA 92714-1299 NE END OF A 4'x2' CONC. - RC:E.N0 20596 'O '7 IRVINE (714) 7307117 PALM DESERT S P R R BOX CULVERT. - DATE �'4 �, �� FILE 10 „LI-J�-/1i7C^ TRACT No. 13 0 5 7 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES IN - THE CITY OF RANCHO CUCAMONGA Q>_ CONSTRUCT 4" A.C. OVER 4" AGREGATE BASE 2 CONSTRUCT 3" A.C. OVER 4" AGREGATE BASE 153,826 SF 4�-CONSTRUCT 4" P C.C. SIDEWALK PER STD. DWG. NO. 310 8 311 34,187 SF CONSTRUCT SPANDREL AND CROSS GUTTER PER STD. DWG. 308 (X=30) 31102 SF &-CONSTRUCT HANDICAPPED RAMP PER STD. DWG. NO. 310 15 EA ' (&-INSTALL STREET NAME SIGN PER STD. 401 8 402 7 EA I I INSTALL STOP SIGN PER STD. 401 8 402 SEA 12 INSTALL YIELD SIGN PER STD. 401 8 402 2 EA Rm R�1/ CONSTRUCT LOCAL DEPRESSION PER STD. 518 3 EA 2 -CONSTRUCT 6" CURB 8 .24" GUTTER PER DETAIL ON THIS SHEET 8,141 LF 4� 46' 4J 3r_—CONSTRUCT 6" CURB ONLY PER ST-D. DWG. 301 344 LF PIKE. ; 231 1 >z3� 1 pu F_ + 31 INSTALL SLEEVE FOR FUTURE IRRIGATION 54 LF EA 181 165' 15 &-ADJUST MANHOLE TO GRADE 1 �3--ADJUST VALVE COVER TO GRADE 15 EA 6' Iro i 15 INSTALL STREET LIGHT 5800L 35 EA 21 16 INSTALL 4SOLID YELLOW STRIPE 160 LF 2 (g REMOVE EXISTING BARRICADE 72 LF 1 ��� t 340 EA � r 0.30' , . 0.03' 1 35 INSTALL STREET TREES LEVfL LUYE 4 9 2 9 TYPICAL SECTION NO yGALE T.I. : 5 K : bb • f CURB LINE I T c. ELEVATION b" 24" NOTE ALL UTILITIES ARE TO BE �2, R -Va" LIP TOP OF PAV. LOCATED BEHIND SIDEWALK, INCLUDING a /eR t MAILBOXES, STREET LIGHTS, FIRE . HYDRANTS, ETC. 7r2• 2�~ PROFILE LEGEND 9 INDICATES GRADE BREAK DETAIL Q 6n C.F e 24 �� GUTTER T=....... �: INDICATES TANGENT GRADE DESCRIPTION of REVISION PATE KT>lo,� 90 yCALE CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS LYON DETAIL SHEET WILLIAM LYON'ec TRACT N . 13057 0640 ARCHMALO SUTTI • RANCHO CUCAMOMGA, CALI►ORMIA 01780 APPROVED 6Y. GATE; - - (o CITY ENGINEEi RC.E. ND. 23889 DESION �0 4,1 RE RE tlEO : MORSE CONSULTING GROUP ' PLAIVIVM •ENGINEERING•LANDSCAPE ARCHnECTVRE • , DRAwN r 3 \ AHEET x • Z i a 4860 IRVINE BOULEVARD, SURE#201 CHECKED ,A ,�E � DRAWING 00 IRVINE, CALIFORNIA 92714-1299 STANLQ MOR V ' ! ' IRVINE (714) 7307117 rALM DESERT GATE CAltt 07� �ILE NO -v o 3C- T <- - SDT «� vC) � � 7 >. ........ � ...:...,_,._....;_. ;,...a . .° _ ._.< _ „�,. e. _ . ... _ _ J t -� --� v> w v� -O -� cA m 6, vN � _ f ,.:_ _.:.«. 4 > .,.._. _<. Cha _ �.._ O rJ p d .n - P `� J �. o 0 0 ° o o ° ° ° o C O \ ��► ,_ .: e.>..,.. ..._, . .,.. ._ _ :. 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