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HomeMy WebLinkAbout2198 ,t GENERAL TR.. r STREET c • 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2006 JIL - LANN0. DESCRIPTION QUANTITY UNIT ED. WITH '07 SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 1 CONSTRUCT 6" A.C./ 6" A.B. PAVEMENT. (SEE GENERAL NOTES 9 & 10) 13,850 SF THESE STANDARDS AND SPECIFICATIONS. 0 AV 2 COLD PLANE 0.15' AND CONSTRUCT A.C. OVERLAY WITH VARIABLE THICKNESS FOR SMOOTH JOIN. 5,270 SF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, 3 CONSTRUCT 8" CURB TYPE Al-8 PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 42 LF ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE 4 CONSTRUCT 8" CURB & GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 234 LF IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. AW in m Is T T Ur,". 5 CONSTRUCT CONCRETE CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 114. 1,064 SF wLA mr m All All 0 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 6 CONSTRUCT DRIVE APPROACH & SIDEWALK TYPE-C PER CITY OF RANCHO CUCAMONGA STD. PLAN 450 SF RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER 101. OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 7 CONSTRUCT ASPHALT CONCRETE DIKE TYPE Dl-6 PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 136 LF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY 10 DEMOLISH AND REMOVE EXISTING PAVING. 5,200 SF ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 11 PLUG EXIST. 1" SERVICE PER SEPARATE PLANS & PERMIT BY FONTANA WATER COMPANY. 1 EA 5. ALL GRADE STAKES SHALL BE SET BY THE ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF Ewe 12 ADJUST VALVE TO FINISHED GRADE. 4 EA U u PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION, AND AT NO MORE THAN 50 FOOT INTERVALS. ADDITIONAL 13 INSTALL 9500-LUMEN HPSV STREET LIGHT. CONTRACTOR TO CORDINATE WITH S.C.E. 2 EA PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 14 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. 9 EA 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED 15 ADJUST MANHOLE TO GRADE. 2 EA PRIOR TO PAVING. SWING 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL NO. DESCRIPTION QUANTITY UNIT SUB-GRADES SHALL BE PERFORMED. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY 20 INSTALL TYPE "L" MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 130. 4 EA ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 21 INSTALL LEFT TURN LEGEND IN ACCORDANCE WITH CALTRANS STANDARD AND CITY OF RANCHO 2 EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR CUCAMONGA STENCILS. DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. � /BASE LINE ROAD 22 INSTALL 4" SOLID WHITE EDGE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 715 LF 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL y 23 INSTALL 8" WHITE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 100 LF TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASE. uj 24 INSTALL 4" DOUBLE YELLOW CENTER LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 670 LF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL 25 WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS. 439 LF SECTIONS (PRIOR TO PAVING). 26 INSTALL TYPE "N-1" MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 130. 1 EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSIST OF A ROCKY MATERIAL, THE SUB-GRADE �'� U 27 INSTALL W/R26(S) SIGN PER CITY OF RANCHO CUCAMONGA STANDARDS. 2 EA SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS Q- FO®THIEL BLVD. SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. �� SITE28 INSTALL l2" SOLID YELLOW LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 60 LF 29 INSTALL RAISED PAVEMENT MARKERS TYPE "G" PER CITY OF RANCHO CUCAMONGA STANDARDS. 10 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON THE SUB-GRADE, A SOILS STER{CANT REGISTERED BY THE E.P.A. FOR ARROW ROUTE 30 INSTALL W/R26(S) SIGN & POST PER CITY OF RANCHO CUCAMONGA STANDARDS. 2 EA USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. > > WHITTRAM AVE. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER. THE CONTRACTOR uj <c 4 SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK a U ® -- REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS w Y STREET NAME BOTANICAL NAME COMMON NAME MIN. CI IE QTY INCLUDED IN THE OTHER ITEMS OF WORK. z °- 0 CALIFORNIA = SPEEDWAY REF. SPACE 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY ARROW ROUTE GINKGO BILOBA 'FAIROUNT' MAIDENHAIR TREE 5' 25' Q.C. FORMAL, ON 15 GAL. 9 EA. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ALTERNATING SIDE OF MEANDERI WALK 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY STATE THROUGHOUT VICIN11Y MAP CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. NO SCALE 16. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. CONSTRUCTION NOTESSTREET 17. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND EX. PROP. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, INCLUDING ALL ON-SITE GRADING HAS BEEN COMPLETED, AND NORTH SOUTH SOUTH ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITYR/W R/W R/W 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE ENGINEER. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES 80' PROJECT SITE MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO. ENCROACHMENT 1 C/L 1 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL 30� 30' 20' DIVISION. DISTRICT, LICENSES FROM SOUTHERN CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. VARIES VARIES t 12' t 16' 20' 14' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 36' 1 1 VARIE 5 ARIES 0.5'MIN TO PROP. A.C. ±28' EXIST.1 ST. IMPROVEMENTSPROP. A.C. 3'MIN TO PROP. 6'MAX. PAVEMENT 8.5'MAX. S/W 0.6% TO 1.79' TO PAVEMENT�j BENCHMARK: EXISTING V U T I 1 1.2% 2.29' 1 (DELEV.=1 .195_ 2 1 2" BRASS DISK IN CONCRETE HEAD WALL STAMPED "CITY OF RANCHO CUCAMONGA I HEREBY CERTIFY THAT { HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID m BENCH MARK 10029 1987" AT SOUTHEAST CORNER OF ARROW ROUTE AND EAST MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE COLD PLANE EXISTING 10 AVENUE, 49' SOUTH OF CENTERLINE OF ARROW ROUTE AND 140' EAST OF EAST & OVERLAY PROP. C&G a AT THE EASTERLY END OF CONCRETE HEAD WALL ACCROSS ETIWANDA CREEK. STREET DGE OF EXIST. PAVEMENT At IMPROVEMENTS DATEDPZ 571 1� SECTION-ARROWI BEARINGS: .C.E./L.S. NAME AND LICENSE NUMBER NOT TO SCALE THE BASIS OF BEARINGS ARE BASED UPON THE CENTERLINE OF PERRIS AVENUE AS STATIONS 13+41.93 TO 16+29.16 SHOWN ON TRACT MAP NO. 2102 FILED IN BOOK 31, PAGES 11 TO 15 INCLUSIVE, TRAFFIC INDEX = 9.0 OF MAPS, AS NORTH 89'24'00" EAST. R-VALUE = 50 (MAX.) ALLOWED PRIVATE INEER'S NOTICE TO CONTRACTORS P CILNOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, EXCEPT BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS FOR THE 66KV ELECTRICAL) ON THE PROJECT SIDE OF ARROW ROUTE SHALL BE -� SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UNDERGROUNDED ALONG THE ENTIRE PROJECT FRONTAGE, EXTENDING TO THE FIRST l UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. POLE OFF-SITE (EAST AND WEST), PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR < OCCUPANCY, WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING ARROW ROUTE , I ` . d N ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT SHALL BE UNDERGROUNDED AT THE SAME TIME. _ o cv THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL DESCRIPTION OF REVISION DATE APPROVED CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE C00 D 0 U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION N SAFETY ORDERS". SHE INDEX: c\l THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE SHE N " �o e�°LEE r°N�� IPI PLAN WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF H ! ,�4�.ao0 �,��,FyeIMPROVEMENT CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SHEETSTRIPING I w FOR �' - t� / ij.�fi T ►7 `� No.Ex CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSROUTE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS H - p. 3--3131--09 4 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR �q�� C/V IV LE" r I E E T s SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR pF GAS,\ T Ir, �- ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM oEL THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. APPROVED B : DATE U T ! L T L CN C ENGINEER ® R.C.E. o. UNAUTHORIZED DESIGN RECO BD 1-800-422-4133 aE . IAML do, lank ALDEN & � ENGINEERS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO ORSURMORS T tJDA t SSQCIATES PLANNERS YOU DIG USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER DRAINSHEff BEFOREOF THESE PLANS. FP 2652 WHITE 9) Be -oliSUMo Fag: 660-0418 926 14 1 OF N u of cau u► LO DRAWING No. Ir- R 2008-055► nA� L BACON P.E. 404.96 DATE 2198 - cc .Q CL ........... .......... ........... ................ .................. ................ ............ ......... ........... ---------- ------- ................ .......... ...... -------- ....... .......... .......... C) ------- C:l (.0 U- C) ao ................ C> + U- ...... ....... ......... ...... C) C) LO + 0......................... ............ ............... Lo-- ------ ....... ........... EX' .......... < ul- n 0, ....... ........... ....... 500 7777777, ........... 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R/W < < H f I LO + (n J, RECIP m .< \ / 11 il I , R S C) FUTURE RECIPROCAL ''0' EE,, SEPARATE PRIVATE IMPROVEMENT1 c;; LLj ES& EASEMEK ACCESS EASEMENT PLANS� FOR ON-SITE IMPROVEMENTS J "A CL U 13 7 7 SEE DRIVEWAY DETAIL _%%% BELOW/RIGHT ...... ...... ....... ... ........ .. N GEOM NOTES: 52.47 TC ... 51.80 F, ......... .%R/ 3 ................ STREET REMOVE A.C. DIKE/TAPER, ADD COBBLESTONE & CURBSIDE LINE TABLE (51.6) L 6.00 0.5% 0.5% t4 z DRAIN TO DIVERT RUNOFF DILC2004-0069Z 13/ WALbe NO. DESCRIPTION LINE BEARING DISTANCE EG C ........ Lo .5 1 CONSTRUCT 6r A.C./ 6r A.B. PAVEMENT. (SEE GENERAL NOTES 9 & 10) Ll N 8T24 OY' E 12.35' 3­4� PIPE A CITY 1 n THR PIPE P) DAT r L2 N 89024'OCr E 233.15 + U DIKE 14" bt DESCRIPTION OF REVISION E �j APPROVED 2 COLD PLANE 0.15' AND CONSTRUCT A.C. OVERLAY WITH VARIABLE THICKNESS FOR SMOOTH JOIN. S=0.0100 Ln off_ 21.96' LO C) 00 u- L3 N 8T24'OCr E c> L=15.40 -CF* 3 CONSTRUCT Er CURB TYPE Al-8 PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. < Lq GB. VARIES T_ C14 N 8T24'OCr E At Cr-CF GB I FS CUCAMC)" NGA L4 52 1"'T 0"'T "RAN ' n ,52.6 1.5' TO 6.0' C 17, CD 4 CONSTRUCT Er CURB & GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. DEPRESSION 0 0.5%- 2 C4 D 5 CONSTRUCT CONCRETE CURVIUNEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 114. .1 .1 . .- - 1.. - * . Er CONCRETE CURVE TABLE CURBSIDE DRAIN STREET & STRIPING IMPROVEMENT PLAN CURB 6 CONSTRUCT DRIVE APPROACH & SIDEWALK TYPE-C PER CITY OF RANCHO CUCAMONGA STD. PLAN CURVE DELTA RADIUS LENGTH 52.60 TG 1777PROP. R/W .52.77-FS 1 "J IL 11,'52.95,FS I R/W 101. 9goo,OT 9.50' 14.92 1.40 INV C� b-Z LO PIPE LO -6 PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. T 600.00' 59.05' 4 ilf E; -4! CONCRETE 7 CONSTRUCT ASPHALT CONCRETE DIKE TYPE Dl B 05!38'1 S_�O.0 1 0 1 0 BUY ............ F1 f I� ir n 11-1 6'3Er 604.00' 118.88' 1,� i _�f _""" '"" 'u-"'ILE I "LAN & "w MOVE EXISTING PAVING. nC L=1 6.00' PLUG EXIST. 1" SERVICE PER SEPARATE PLANS & PERMIT BY FONTANA WATER COMPANY. U- Er COBBLESTONES AP BY: DATE e2 tf,.l cR 4e 12 ADJUST VALVE TO FINISHED GRADE. 25'x80' RECIPRO PROVED ACCESS EASEMENT 2' DEEP CITY ENGINEER R.C.E. No. 13 INSTALL 9500-LUMEN HPSV STREET LIGHT. CONTRACTOR TO CORDINATE WITH S.C.E. DESIGN RECO ED d LAND SURVEYORS 14 INSTALL PAVEMEE LUEND: 1��Rf D I�TA& s MFP ALDEN & CM ENGINE NONE 15 ADJUST MANHOLE TO GRADE. F DENOTES NEW 6r A.C./ Cr A.B. PAVEMENT :151�.24 SSOCIATES PLANNERS DRAWN SHE9T 16 CONSTRUCT RIP-RAP PER DETAIL ON SHEET 2. D ' E'WAY RIV J I, 2552 113P ROAD, SUrrE B, HWINE, CA 92614 5 . STA' 1��68i�03 DE DRAIN OUTLET, LOW CAPACITY PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-A 6 MFP 0110 2-OF 3 ED & OVERLAYED. T-1 CHECKED DRAWING No. (MODIFIED WITH REVERSE FLOW). SCALE:- ��-lb� GRADED SWALE EZ/2 5-0 00 -0"W70AL C' R, /LL" 77, D!v7m_ L BAC6N 'P.R. 404911 DAA DB nuW 20rN " - 0 ` 055