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`-F f wILSo� AVE. U1 130 - Q GENERAL NOTES TRACQ Q = . INTHE CITY OF RANCHO CUCAMONGA 22. PRIOR TO INSTALLATION OF ANY 1. ALL WORK SHALL BE DONE. IN ACCORDANCE WITH THESE PLANS, THE Z - PAVING, A MATERIALS REPORT CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD ' SHALL BE SUBMITTED TO THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. HIGHLAND AVENUE J CITY ENGINEER. LISTING ALL TESTS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE _ OR DETERMINATIONS COMPLETED FOR ADHERF,ANC1: TO THESE: STANDARDS AND SPECIFICATIONS. H1C-�l-tLAND AVE. TO VERIFY: SIEVE ANALYSIS AND 2. ALL PIPELINES Olt SUBSTRUCTURES OF ANY KIND, TcLEPHONE OR POWER •• SAND EQUIVALENT OF AGGREGATE POLES, WAn.'R METERS, VALVES, FIRE HYDRANTS, F.'rC. SHOWN OR NOT BASE. SHOWN ON '1'IIESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN nTIK D031t CREEX4_ 23. PAVING MALL BE PERFORMED IN ADJACENT AREAS WHERE. IMPROVEMENT WORK 1S To BE DONE SHALL PROJECT , FUTURE ACCORDANCE WITH R-VALUE AND BE REMOVED, RE OR PROTECTED IN PLACE AS REQUIRED AT ST. COMMERCIAL PAVEMENT TESTS DETERMINE STRUCTURAL I TO NO COST TO IL SECTIONS 3. A PERMITS ALL BE OBTATY OF INED CUCAMONGA. FROM THE TY OF RANCHO CUCAMONGA FACILITY (PRIOR TO FINAL PLAN APPROVAL). I`NGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 45O. I'l1FiC RIR RIG11'r-OF-WAY. 1 4. . . BASE UNE AVE. -- - INDICATES SHEET NUMBER 4111 - - - - 5. ALI, SEWER, WATER, ELECTRIC, GAS, PHONE: Olt OTHER UTILITY >. LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO VICINrrY MAP ; PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL N.-r 5. BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO '1'111: CITY ENGINEER, FOR APPROVAL. PRIOR TO 'rm-, PLACEME.NT UTILITY CONTACT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE M FUTURE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR CONTACT THE FOLLOWING. AS REQUIRI0. 48 HOURS PRIOR TO EXCAVATION: MEDIUM DETERMINATIONS COMPLETED VERIFY: . GENERAL TELEPHONE COMPANY: [800] 422-4132 DENSITY . 280 SOUTH LOCUST. (B) S'T'ABILITY, OIL CONTENT AND GRADATION OF ASPHALT P.O. BOX 2920SURFACING. J .8WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS POMONA. CALIFORNIA 91766 U O 4 OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OK DEPRESSIONS SOUTHERN CALIFORNIA GAS CO: (714] 529-2070 I p 4 �f SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BE:TTL:R 2191 EAST BIRCH STREET [714] 529-2889 r p THAN THE NATIVE SOIL. BREA. CALIFORNIA 92621 m 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE. THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION CUCAMONGA WATER OISTRIG'1• [714] 987-2591 A Q ✓ O DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED _ 2 PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 9641 SAN BERNARDINO ROAD ✓ PACI F C` 5 _cr FOR APPROVAL. RANCHO CUCAMONGA, CALIFORNIA 91730 a 10. WORK SITE. AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD t` J - FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE PRIVATE ENGINEER'S � a AYE°R GT CLEANED UPON REQUEST OF THF. INSPECTOR. C d 11. THE RESPONSIBLITY OF ADJUSTING MANHOLE: OR VALVE COVERS, PAVING Q C 1 Gt ' w REPAIR AND PAVING REPLACEMENT 1N CONNECTION WITH SEWER AND . NOTICE TO CONTRACTOR e � N 6 / � WATER, GAS, PIIONt:, ELI:C'rKIC Olt ANY O'1'li1:R U'I'll.l'I'Y LINE O INSTALLATIONS WILL BF. THE ' ILE RESPONSIBLITY OF TH . OWNER, AND SHALL CARLO ��"� BE ACCOMPLISHED IN COMPLIANCE. WITH APPURTENANT ORDINANCES d AND STANDARDS. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR a v 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF "MEN O ST. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 2 �Q 0 FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR ti a FUTURE INDIRECTLY FROM HES OPERATIONS, WHETHER OR NOT SUCH FACILITIES IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE JG' 0: COMMUNITY ARE SHOWN ON THESE PLANS. UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE Q 0 � 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED C PLANS. hAR E �� 3 FACILITY BY STRUCTURAL SECTION TO BE INSTALLED. 14. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON �K LAN 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT PP L WITH 31 OFFSETS EXPANSION JOII�TSAT 12.5' INTERVALS. PLACE 3/4" ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC VECTOR%A DOWEL PINS AT A IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 16. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, • SHALL BE SET BY THE CONTRAe'�'OR OR ENGINEER. THE STAKES SHALL WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". 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. SCHOOL/PARK SITE ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE AT WARPED OR VERTICAL AREAS. PHR44 T8 PINYHOR TO PFR ' n �it►..•r "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. Tin A...• ■.v r�rc�r+nRmr00■ n., c� DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 17. IF T1 I' ASPHALT cONCRE:TI: IS TO B1: 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. 181+Y-A P P RfV111+,-f)El`T'r-err-{#SFA HI`w ilk w IR R 9F>-l;F 0oFR f TRT I,-r-.r-A pop, 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 r T T 1 O A T EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING : _ �SEE H�av ts�rJ C 13 DESCRIPTION OF REVISION DATE CITY v rrRovEO Z CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS LYONa� FOR n ieWILLIAM LYONram CQ TRACTNO. 13058 $540 4eCi+n4Lo SUITE s FAIR MON T RAMCNo CUCAMONGA, CALIFORNIA 91130 APPROVED BY:' REGISTRATION DATE:4'-4-AL CITY ENGINE RC.E NO. 23889 DESIGN TRA 13,10 Q - BENCH MARK BA. 163 B $k DED , ELEV. 1297.297 / �r FA- WAmMORSE CONSULTING GROUP - :,' >!!<AST OF IiT1WANDA DRAWN SHEET PLANMNC 0 ENGINEERING 0 LANDSCAPEARCix HIIECTURE AVENUE AND 40' NORTH 1 / ,� �� l_O 4860 IRVINE BOULEVARD, SUITE A1201 OF IL BASELINE, SET BRASS IRVINE, CAUFORNIA 92714-1299 BENCH DISC. IN TOP OF CHECKED . IRVINE (714) 730.7117 PALM DESERTEXP. a-30- 89 DRAWING N0. P R R NE END OF A 4'x2' CONC. STANLEY *C4.040 20596 BOX CULVERT. - GATE FILE 1101 -1062- S A CONSTRUCTION NOTES AND ESTIMATED QUANTITIES TRACT No. 13 • 5 8 CONSTRUCT 4"A.C. OVER 4" AGGREGATE BASE JCONSTRUCT 3"A.C. OVER 4" AGGREGATE BASE 19696% SF IN THE CITY OF RANCHO CUCAMONGA 4a— CONSTRUCT 4" PCC SIDEWALK PER STD. DWG. NO. 310 a 311 42,146 SF �11� R11i 5a— CONSTRUCT 8" CURB S 24" GUTTER PER STD. DWG. NO. 303 604 LF 6a— CONSTRUCT SPANDREL 8 CROSS GUTTER PER STD. DWG. NO. 308 (X = 3' 5,570 SF p.U.E. I'.U.E 7a— CONSTRUCT HANDICAPPED RAMP PER STD. DWG. NA 310 21 EA ©9-- CONSTRUCT 6 CURB 8 24 GUTTER PER DETAIL ON THIS SHEET 89947 LF 10 INSTALL STREET NAME SIGN PER STD. 401 8 402 9 EA I6' 161 •� II INSTALL STOP SIGN PER STD. 401 8 402 9 EA -- CONSTRUCT 6' CURB ONLY PER STD. DWG. 301 ( MODIFIED 6"C.F.) 621 LF ,, O.�D' 1 0.05 Q ' 31 INSTALL STREET LIGHT 5800L 40 EA LEVEL ulvS �--- INSTALL 4!' SOLID YELLOW STRIPE 120 LF 4 4 ®3--' INSTALL W53 SIGN PER CALTRANS 8 CITY STD. IEA Z ®--- ADJUST )AANHOLE TO GRADE 24 EA ®5-- ADJUST VALVE COVER TO GRADE 25 EA ' PROVIDE 2"TO 4" BLOCK OUT FOR PVC PIPES 9 EA TYPICAL Ty p I- CAL SECTION CONSTRUCT LOCAL DEPRESSION PER STD. 518 10 EA N .T. S. '.\ TI �-- INSTALL FUTURE IRRIGATION PIPE 46 LF CONSTRUCT 6 TO 8 TRANSITION CUR13 24 � 89 LF CHARL.l;�ST�N S"T. SALEM CT. �— TR ION CU 8 GUTTER ALBERTA PL. CARLOW CT. REMOVE EXISTING BARRICADE 36 LF PACIFIC ST. LOYOLA CT. 41 INSTALL STREET TREES 41,11EA GAMROSE PL. PURDUE CT. TAYLOR CT. HARTFORD CT. GRAYSON FL. ALBRIGHT PL. Fmom vxitoo.00 'VW TO STA.?-+21.58 ' T 1 4' .U.S. t3' • Tr u.E '9' IBS i8' S' G' 6' 1 r 2� 0.47' 0.2d' 0. .Ft -LEWL-v UNE gay. 4 5 5 TYPICAL SECTION _N. T. 5. TI 5 a = Ge MENLO ST. AUSTIN CT. NOTE : ALL UTILITIES TO BE LOCATED BEHIND SIDEWALK PROFILE LEGEND_ T-G. ELCV. G" �~ CURS LINE •uP INDICATES GRADE BREAK T =.......% INDICATES TANGENT GRADE %t�R TDP Gf FAV. a * � r DESCRIPTION OF REVISION DATE CITY DETAIL 6 MG.F 4 t46VTTECITY OF RANCHO CUCAMONGA R N.T. S. STREET IMPROVEMENT PLANS � DETAIL SHEET LYON fie WILLI6 LYON TRACT NO 13058 8540 AQCNISAIo su11E 8 APPROVED BY: DATE AANCNO CUCAMONOA, CALIFORNIA 91130 CITY ENGINEER RC.E N0. 23889 f DESIGN � I��O�� -o J, = R r 14, MORSE CONSULTING GROUP DRAWN owc ; O `�. ' .�+ SHEET P"IVIVM •EVGMEF— rNG•LANDSCAPE o4RCHffFC7vRE / 2 or 10— SUITE 0201 IRVINE,CALJFORMA 92714.1299 CHECKED 1 `• _ '( '' -,yE P. -30-69 04tAM�fN6 N0. 4860 IRVINE BOULEVARD, STANLE�.e, OFA � E0596 IRVINE (T 14) 734711 T PALM DESERT OATS -0F �' ,SCE NO I O S Z yrD �• .�+ NN . 00vS � : t : � : . : : ! s C . . 0 :......#. ,__,. .:.-a•.....:.1...:... ..:.....----•1-:.: .- _ ..,.}.,..,.:......-+-r-_,.,. .>•%-:_. ..._.{.. �....a:.� ..a....-. -....�._ .. .,...a.......-o-.--..._ :.a-.- ._t........a.:.:.:... a•• = N v1 •p -pN N •AN � V� V�� N � N 1 � # S4 o O O o N Vw� O rn . ...� � 4 y ;-- v V :� � 'Q N ti J1 - � w N C- D :a--r .o.i rte...•.„ ,._... ... . � _:.:.._ ..�..., -- . _.�-... 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