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STREET IMPROVEMENT GENERAL NOTES TRAFFIC CONTROL NOTES TRAFFIC STRIPING & SIGNING NOTES
ARROW = RT.
1. ALL AVRK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA 1. TRAFFIC CONTROL FOR C0NS7RUC110N WORK ZONES WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SMALL COMPLY 1. ALL SIRIPNG AND INSTALLATION OF ALL PAWEM£NT MARKERS AND SIGNS SHALL BE THE RESPONSIBILTY
STANDARDS AND THE STANDARD SPECIF7CA77ONS FOR PUBLIC WORKS CONS 7RUC77O - CURRENT N7 THE MOST CURRENT E0/77ONS OF THE CALIFORNIA CAL TRANS STANDARD SPECIF7CATONS, STANDARD PLANS, OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL CONFORM TO SECTIONS 84 AND 85 OF VICINITY MAP
E91770N, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMM£NOM€NT . CONTRACTO SHALL BE FAMILIAR MANUAL OF 7RAFRC CONTROLS AND THE STANDARD SPRCIFICA77ONS FOR TRAFFIC CONTROL SYSTEMS. CAL TRANS STANDARO SPECIFICATIONS, LATEST EDITION, AND CAL TRANS 77?AFF/C CONTROL MANUAL. NTS
WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND 5P£CInC4TONS 2. TRAFFIC C0N7ROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR /N ACCORDANCE WITH THE ABOVE 2. C0N7ROL OF ALIGNMENT AND LAYOUT SHALL BE RESPONSIBILITY OF THE CONTRACTOR AND /S
2. ALL PIPELINES OR SU8S7RUC7URE5 OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, MEN77ONEO STANDARDS AND SPEC/F7CA77ONS AND /N ACCORDANCE WITH THE PROJECT DETOUR AND PHASING SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. CONSTRUCTION NOTES
VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SFIOWN ON THESE PLANS WITHIN THE RIGHT OF WAY PLANS. TRAFFIC CONTROL. AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SA77SFAC77ON OF " "
IMPROVEMENT WORK /S TO BE DONE SHALL BE REMOVED, 3. SEC110N 84-03.02, MATERIALS, OF 171E STANDARD SPECIFlCAT10NS /S AMENDED TO READ:
LIMITS OR /N ADJACENT AREAS WHERE
THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR REL At APPROVAL FROM THE ENGINEER. O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT & A.C, BERM. 330 LF
REPLACED, REL OCA TED OR PRO 7ECTED IN PLACE AS REQUIRED A T NO COST TO 771E CITY OF 3. TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPEC/FICA 77ONS FOR PUBLIC WORKS CON57RUCROM, PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO 7HE FOLLOWING STA TE SPEC/FICA TONS.
RANCHO CUCAMONGA. CURRENT EDI TION. WORKING HOURS SHALL BE BETWEEN 7.•00 AM AND 6.•00 PM, UNLESS OT1/ERMSE APPROVES, 02 REL OCA TE EXISTING UGHT/GWA PUL LBOXES/VAUL TS/TRAFFIC SIGNS. 1 LOT
3 ANY CONTRACTOR PERFORMING WORK ON 7HIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 7HE SITE AS SHOWN ON THESE PLANS, AND CONTRACTOR SHALL MAINTAIN THE FULL W907H OF ALL TRAVELED LANES PA/ R
AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG FACILITIES RESULT/NG DIRECTLY ON EXISTING ROADWAYS DURING 7HE HOURS OF 6.•00 PM AND 7.•00 AM AND AT ALL TIMES ON SA7URDAYS, RAPID DRY WA1FR-BORNE, WHl1F AND YELLOW 8010-421-20 OR 8010-61G-10 O UNDERGROUND EXISTING OVERHEAD UTILITY LINES (BY OTHERS) 1 LOT
OR INDIRECILY FROM HIS OPERATIONS, I+E BIER OR NOT SUCH FAC/UT7ES ARE SHOWN ON 7HESE PLANS SUNDAYS AND LEGAL HOLIDAYS WHEN CONS IRUC77ON OPERA77ONS ARE NOT ACTIVELY/N PROGRESS THE GLASS BEADS SHALL CONFORM TO STATE SPEC/F7CAT70NS No. 5010-51J-22 (TYPE 2) (REFER ORAW7NG No. 1852)
4. A PERMIT SHALL BE OBTAINED FROM 7HE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING CONTRACTOR SHALL MA/NTA/N ALL TRAVELED LANES OF THE ROADWAY. ANY DEWA77ON FROM 7NESE REQUIREMENTS O4 CONSTRUCT 8" P.C.C. CURS WITH 2' GUTTER PER CALTRANS STANDARD 330 LF
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONS 7RUC77ON WITHIN ANY CITY OF RANCHO SHALL BE APPROVED BY THE CITY 7RAFF7C ENGINEER PLAN A87, TYPE A, A2-200, SEE REFERENCE Dam SHEET 1.
CUCAMONGA EASEMENT OR RIGHT OF WAY. 4. ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYLIGHT UNLESS 07HERMSE APPROVED BY THE ENGINEER. 4: COPIES OF STA1F SPEC/F/CA]]ONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED FROM.•
ALL ]BENCHES SHALL BE BACKFIELD ]BENCH PLATED, OR FENCED OFF TO THE 171E APPROVAL OF 171E ENGINEER O CONSTRUCT PARKWAY DRAIN PER RANCHO CUCAMONGA SID. DWG No. 107-A. 54 LF
5. ALL GRADE STAKES SHALL BE SET BY 7HE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET 7RANSPOR TA 77ON LABORATORY
AT THE ENO OF EACH WORK DAY. UPON COMPLE77ON OF TRENCH BACKFILL THE SURFACE OF THE ROADWAY SHALL
AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WI1HlN 0.01 FOOT OF SUB-GRADE ELEVATION AND P.O. BOX 19128 O CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA SID. DWG No. 103 & 114. 1800 SF
AT NOT MORE THAN 50.00 FOOT/N7ERVALS. ADD177ONAL PAWING STAKES MAY BE REQUIRED BY CITY BE BROUGHT TO A SMOOTH, EVEN CONDITION, FREE OF HUMPS AND DEPRESSIONS, AND THE CONTRACTOR SHALL, (916) 739-2400
AT HIS EXPENSE, REPAIR ANY DAMAGE TO THE ROADWAY, INCLUDING ANY DAMAGE CAUSED 8Y HIS OPERA77ONS "
ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. OR CONS 7RUC77ON 7RAFF/C. ALL EX1S77NG STRIPING, PAVEMENT MARKINGS, SIGNING AND LOOP DE7EC77ON ALTERED P.O. BOX 19128 O7 CONS7RUCT DRAIN INLET PER CALTRA;NS S. PLAN 072, TYPE OS. 1 EA
6 ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER U11UTY LATERALS, MAINS, OR CROSSINGS SHALL DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL COND177ON BY THE CONTRACTOR AT THE COMPLETION OF WORK SEE PLAN FOR 1007H, SEE REFERENCE DETAIL SHEET 1.
BE CONSTRUCTED PRIOR TO PAVING 5. IT /S THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO SUPPLY, INSTALL AND 5. THINNING OF PAINT WILL NOT BE ALLOWED. O8 CONSTRUCT P.C.C. GUTTER DEPRESSION PER CAL TRANS SID. PLAN 078, TYPE "OS; 1 EA
7. COMPAC17ON TESTS OF EMBANKMENT CONS7RUC110N, 7RENCH BACKFILL, COMPACTING ORIGINAL GROUND MAINTAIN THE TRAFFIC CONTROL DEWCES AS SHOWN HEREIN, AS WELL AS ANY SUCH AD0177ONAL DEWCES WHICH 6. THE CONTRACTOR SHALL INSTALL REFLECTORIZEO PAVEMENT MARKERS ON ALL LANE LINES ABO SEE REFERENCE DETAIL SHEET 1.
AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO 7HE CITY OF RANCHO CUCAMONGA. MAY BE REQUIRED, TO ENSURE THE SAFE MOVEMENT OF 7RAFF/C, PEDES7RIANS AND BICYCLISTS THROUGH OR CENTERLINE S7RIPING O9 CONS 7RUCT 6" MIN. A.C. PAVEMENT OVER 6" MIN. CLASS 11 AGGREGATE BASE 4100 SF
A WRITTEN REPORT WITH THESE COMPAC77ON TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR AROUND THE WORK AREA AND PROVIDE MAXIMUM PR07EC77ON AND SAFETY TO CONSTRUCTION WORKERS. Z CONTRACTOR /S RESPONSIBLE FOR ALL SANOBLAS77NG CF CONFLICTING STRIPING AND SEE GENERAL NOTES NOS 9 & 10, SHEET 1.
APPROVAL PRIOR TO THE PLACEMENT OF BASE MA TER/ALS AND OR SURFACING 6. ALL SIGNS, DEL/NEA TORS, BARRICADES, ETC. SHALL CONFORM TO THE LA TEST CAL 7RANS MANUAL FOR TRAFFIC REPLACING ALL S7R/P/NG AND PA VEMENT MARKING REMOVED DUE TO CONS7RUCRON.
8. AT THE COMPLE77ON OF PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO 171E CITY ENGINEER. CONTROL. THROUGH CONSIRUCRON ZONES. 8. THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR ALL SIGNS MUST 10 CONSTRUCT P.C.C. DRIVEWAY APPROACH PER RANCHO CUCAMONGA STD. DWG N0. 101, TYPE "C". 610 SF
LIS77NG ALL TESTS OR DE7ERM/NA77ONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRAOA77ON Z THE CON77?ACTOR SHALL N077FY UNDEGROUND SERVICE ALERT AT 1-800-422-4133 A M/NIMUM OF FIVE (5) CONFORM TO THE CALIFORNIA DEPARTMENT OF 7RANSPORTA77ON TRAFFIC MANUAL ALL SIGN 11 RAISE EX. INLET TO GRADE AND INSTALL MH COVER AND SALVAGE EX. GRA TF 1 EA
OF ASPHAL T PA WNG, AVRK/NG DA YS PRIOR TO EXCA VA TION. POSTS MUST BE ANCHORED TWO (2 FEET INTO CONCRETE AND 18-24 INCHES FROM THE
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 8. THE CONTRACTOR SHALL NO77FY AL AFFECTED AGENCIES AT LEAST F1 VE (5 4VRK/NG DAYS /N ADVANCE OF CURB FACE. THE BOTTOM OF SJGNs MUST BE SEVEN (7) FEET FROM 7HE GROUND. 12 INSTALL 18" RCP 20000 . 15 LF
LIS77NG ALL TESTS OR DEIERM/NA77ONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND ANY S7REET OR ALLEY CLOSURE OR IMPLEMENTING ANY CONS7RUCRON DETOUR. 9 CONSTRUCTION SIGN SIZES TO BE AS US TED. O ( )
EQUIVALENT OF AGGREGATE BASE. 13 INSTALL 16000 LUMENS STREET LIGHT WITH 8' MAST ARM BY S.C.E. PAID FOR 1 EA
9. IF CONS7RUCRON IS TO BE DONE /N PHASES ALL WORK SHALL BE COMPLETED /N EACH PHASE PRIOR TO Cl 48""x48" R16 30"x30"
10. PAWNG SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO BEGINNING WORK ON 171E NEXT PHASE. C5 48"x18" R17 30"x30" AND COORDINATED BY 7HE DEVELOPER. THE DEVELOPER /S REQUIRED TO INSTALL ANY
DETERMINE STRUCTURAL SECTIONS. 10.
" " " MISC. FACILI TY (I.e. CONDUI T, PULL BOXES, HANDHOL€S, ETC.) AS REQUIRED 8Y S.C.E.
10. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR POSTING TOW AWAY/NO PARKING SIGNS SIGNS MUST BE C13 60 x48 W1 36 x36
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE POSTED 24 HOURS /N ADVANCE OF THE APPROVEO PROH181110N. C18 48"*x48" W6 30,x30A,OO 14 CONSTRUCT CURB RAMP PER CAL TRANS STD. DWG No. A86 (CASE E). 1 EA
SUB-GRADE SHALL BE PREPARED BY REMOWNG ALL ROCKS WHICH PROTRUDE ABOVE THE SUS-GRADE C23 30,j�30 W44 48"x48"
AND ALL VOIDS OR DEPRRESIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER 771AN 11. EQUIPMENT, MATERIAL OR DEBRIS SHALL NOT 8E STORED OR REMAIN /N THE PUBLIC RIGHT-CIF-WAY WITHOUT SC3 48 x18" 'J
THE NA77VE MATERIAL. PRIOR APPROVAL BY THE CITY 7RAMC ENGINEER. m l5 CONSTRUCT PIPE INLET PER CAL TRANS STD. PLAN 0758 (TYPE OCP). i EA
12. 1F THE ASPHAL77C CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOIL ST£RILANT REGISTERED 8Y THE 12. THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE 7RAFf 7C CON7ROL PLANS /N OPERA77ON TO MAKE I USING SALVAGED GRATE H=3.5'
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S ANY CHANGES AS FIELD CON0177ONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE l4 INSTALL STRO6T rlWs MCI Mores R -rcom oN syr2 4- �
RECOMMENDED RA 7E FOR FULL PA VEMENT NoTH PRIOR TO PAWNG COMPLETED AT 7HE CONTRACTOR'S EXPENSE. 80.00' W
13 ES77MA7E OF QUANI7T/ES /S PRO WDED 8Y THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER 13. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES /F SPECIAL APPROVAL /S GRANTED BY
THE CON7RACTOR SHALL MAKE HIS OWN DETERMINATION OF CONS7RUCRON QUAN7777ES BEFORE SUBMIT77NG 7HE CITY 7RAFF7C ENGINEER TO CLOSE INTERFERE IN ANY WAY N77 A DRIVEW(A)Y THEN THE CONTRACTOR J
ES7MATE OF QUAN71TIES SHALL BERK CONSIDERED ASINC INCLUDED IN THE OTHER ITEMS OF hORK,S AHICH IS NO T SPECIF70 LL Y US TED IN �E SHALL N077FY THE FULLY EXPLAIN TO 11YOWNER / OCCUPANT THE PERIOD E CLOSUREER OR ACCUPANT OF RIE CLOSURE OF THE AAND WHEN THE CLOSURE SATO START. 11.70' - STRIPING CONSTRUCTION NOTE'S
68.30
14. THE CONTRACTOR SHALL N077FY UNDERGROUND SERWCE ALERT AT 1-800-227-2600 A MINIMUM OF 14. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 FEET W90E UNLESS OTHERWISE SHOWN OR APPROVED 8Y THE w
FIVE (5) WORKING DAYS PRIOR TO EXCA VARON. CITY TRAFF/C ENGINEER. Z VARIES 11.50 MIN. O (S1 _ REMOVE-'' INTERFERING POR77ONS OF EXISTING /MARKINGS 8Y WET SANDBLAST. 300 LF
15. CITY APPROVAL OF PLAN DOES NOT REL/EVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORREC77ON 15. PEDESTRIAN OR BICYCLIST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY 771E CITY TRAFFIC ENGINEER. TO 22.30' MAX. VARIES 46.00' MIN. TO 56.80' MAX. -0
OF ERROR AND OMIS90N DISCOVERED DURING CONS7RUCRON UPON REQUEST THE REQUIRED PLAN 16. THE CONTRACTOR SHALL N017FY OMNI-TRANS A T LEAST F/VES (5) 4vRKING DA YS PRIOR TO ANY CONS7RUC770N PC VARIES 16.00' fL T. S2 APPLY WHITE LANE LINES PER CAL TRANS STD. PLAN R.S.P. A20A, DETAIL 12. 600 LF
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL OR TRAFFIC CONTROL AFFECTING BUS STOPS. '
16. WORK SITE AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, � VARIES 58.00' MIN. TO 58.90' MAX. TO 8.00 f RT. S INSTALL R18-1 "RIGHT LANE MUST TURN RIGHT" SIGN. 3 EA
THROUGHOUT CONSIRUC110N. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE 7RAFF7C CONTROL PLAN /S NOT VA LID UNTIL WORK DATES ARE APPROVED. THE CON 7RACTOR MUST SUBMIT � '
THREE (3) REDUCED COPIES OF THE 7RAFF7C CONTROL PLAN TO THE TRAFFIC ENGINEERING 0114SION A MINIMUM S4 INSTALL RIO-RT "ONE WAY" SIGN ON POST. 1 EA
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCA VA TION. OF FI VE (5) AVRK/NG DAYS PRIOR TO S TAR T OF WORK. 4 1. MINAX t (�; -' -'-' -
18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL 18. A MINIMUM OF ONE LANE EAST BOUND AND ONE LANE WEST BOUND (FOOTHILL BLVD. SHALL BE MA/NTA/HED OPEN 3.339% M ' .. I I :, S5 APPLY WHITE CROSSWALK LINE PER CALIRANS STD. PLAN A24E. 180 LF
ALL U77UTIES AND U77UTY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED INCLUDING ALL ON-97E BETWEEN 10 P.M. AND 6 A.M. ALL LANES ON F007HILL BLVD. SHALL BE OPEN TO 7T?AFF7C AT ALL OTHER TIMES. i i ' --
GRADING HAS BEEN COMPLETED. AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS 19. TRENCH BRIDGE AND PLA TING PLANS SHALL BE SUBMITTED 8Y THE CONTRACTOR TO CAL TRANS FOR APPROVAL �� i I PAINT 6" SOLID W 17E PER CAL TRANS STD. PLAN A-200, DETAIL 39. 992 LF
ARE REMOVED AND REPLACED TO THE SA77SFAC17ON OF THE CITY ENGINEER. "STOP"20. THE CON 7RACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FAC/UTY WN/CHIS AFFECTED _ - -� J I Imo. S INSTALL Rl STOP SIGN. 1 EA
PROWDED FOR YOUR CONVENIENCE ARE THE FOLLOWING• BY THE CONS7RUC770N SHALL BE CLEANED AND OPERA77ONAL PRIOR TO FINAL ACCEPTANCE OF THE STATE 6 � •
A. SAN GABR/EL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 PERMIT WORK. •' . S8 INSTALL R176 "ND LEFT ]URN SIGN." SIGN. 1 EA
MR. 808 STALL/NGS 21. THE DESTRUCTION OR DAMAGE TO STATE FAC/U77ES (SIGNS, STRIPING, 7RAFF7C LOOP, ETC.) DURING •' � 9
FOR BASELINE ROAN CONS1RUC710N CON57RUCRON SHALL BE REPLACED /N-KIND AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. ' 1 S9 PAINT TYPE /V ARROW PER CAL TRANS STD. PLAN A-24A. 4 EA
B. GENERAL TELEPHONE 1-800-483-3000 22. ANY DAMAGED CAUSED 8Y THE CONTRACTOR'S OPERA77ONS RESULTING /N A TRAFFIC SIGNAL FA/LURE SHALL BE "
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. REPAIRED IMMEDIATELY 8Y THE CONTRACTOR AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. 1 INSTALL R26(S) NO STOPPING" SIGN. 4 EA
216 N. EUCLID AVENUE 1-800-427-2000 COMM. DAMAGED 7RAFf7C SIGNAL EQUIPMENT AND LOOPS SHALL BE REPAIRED OR REPLACED AS NECESSARY/N A EXISTING IMPROVEMENTS I 11 PAINT 8" SOLID WHITE PER CAL TRANS SID. PLAN A-200, DETAIL 38A. 300 LF
ONTARIO, CA 91762 77M£LY MANNER TO THE SA77VAC77ON OF THE CITY TRAFFIC ENGINEER. TO BE PR07ECIED /N PLACE
0. CVCAMONGA COUNTY WATER DISTRICT (,909) 987-2591 23 K-RAIL SHALL 8E USED FOR 1lZAFf7C CONTROL AS REQUIRED BY INE CALTRANS INSPECTOR. VARIES TO 4.00' M/N.
9641 SAN BERNARDINO ROAD ((9099J) 483-7440 ENGR. DEPT. TO 6.50' MAX
RANCHO CUCAMONGA. CA 91730 24. IN CONJUNC77ON WITH THE CLOSURE OF LEFT TURN LANES, THE APPROPR/A TF LEFT TURN SIGNAL HEADS SHALL
E. METROPOLITAN WA TER D/SIR/CT (MWD) (909) 593-7474 BE COVERED BY 7HE CONTRACTOR /N THE PRESENCE OF 7HE CAL TRANS INSPECTOR. VARIES 3' M/N. TO
700 N. MORENO AVENUE 25. A 7RAFF/C CONTROL SYSTEM SHALL CONSIST OF CLOSING TRAFFIC LANES AND/OR SHOULDERS /N ACCORDANCE 1000" MAX NOTE REGARDING CALTRANS:
LA VERNE, CA 91750 WITH THE DETAILS SHOWN ON THE FOLLOWING CAL7RANS STANDARD PLANS FOR LANE CLOSURES- T-11. ALL
F. ADELPHIA COMMUN/CAnONS 481 OF
CHAPTERC5, IMANUALSED FOR 77YE 7RAFf7C OF TRAFf7C CONTROLS FOR CONSTRUC77ON7ROL SYSTEM NHALL CONFORM TO THE ANO MAINTENANCE WORK ZONES TT?AFFIL MANUAL, TYPICAL SECTION FOOTHILL BLVD. A PERMIT SHALL BE OBTAINED FROM CAL7RANS FOR ANY WORK WITHIN
1205 DUPONT ST. PPOOV77ON OF REDHILL)
ONTARIO, CA 91762 26. TRAFFIC SIGNAL 5hALL BE MAIN TANED /N ACCORDANCE WITH SEC77ONS 7-1.08 & 7-1.09, AND/OR 86-1.05 & 86-1.06 STA. 323f68.18 TO STA. 331+89.14 FOOTHILL BL W. RIGHT OF WAY. ALL CONS 7RUC77ON WITHIN THE STATF
G. CHARTER COMMUNICA77ONS 987-6275 OF THE STA7F STANDARD SP€CIF7CARONS. RIGHT OF WAY SHALL BE ACCORD/NG TO 771E STATE STANDARDS.10808 FOOTHILL BLVD. 1120 P09)
09880- 222 27. THE PERMITTEE SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CONFUC77NG TRAFFIC STRIPES AND PAVEMENT
RANCHO CUCAMONGA. A 91730 MARKINGS DURING THE LIFE OF THE PERMIT. ALL CONFLICTING TRAFFIC STRIPES ANO PAVEMENT MARKINGS 3.5' CURB p
REMOVED SHALL BE RESTORED TO THEIR ORIGINAL COND177ON OR BETTER PRIOR TO COMPLETING THE PERMIT. TYPE A OR 8 CURB OPENING U
6' 3'
28. WHENEVER WORK TO BE PERFORMED /S W1771SCORING UNE FACE ANGLE ANCHOR IN 6 FEET OF A 7RAFF7C LANE, 7HE LANE SHALL 8E CLOSED NORMAL CH 1' NORMAL CH ADDED STi�LI 7R�6S, COAItRvaT10N NAr�S h
(EXCEPT THE WORK OF INSTALLING, MAINTAINING, AND REMOVING TRAFFIC CONTROL DEWCES). S o�V N �6 vR •a -
29. ANY REMOVAL OF EXISTING STA TF FACIUI7ES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER A HAND A CITY
PRIOR TO COMPLE77NG THE PERMIT. H DESCRIPTION OF REVISION DATE APPROVED
/ \ r - _�
R=0.6" 6" " 24" �T�R � CH+D , PCC GUT>� N � CITY O F RANCHO CUCAMONGA
BENCH MARK: NOTE REGARDING UNDERGROUNDING OF UTILITIES
S.B.C.B.M. 01112 •4 STREET IMPROVEMENT PIANS
THE EXISTING OVERHEAD U17Ul7ES (TELECOMMUNICATIONS AND ELECTRICAL) ON THE PROJECT SIDE N " FLACE ANGLE ANCHOR SLOPE BREAK UNE
BOLT STAMPED S.B.C.B.M. 01112 AT (NORTH SIDE) OF FOOTHILL BLVD. SHALL BE UNDEGROUNDED FROM THE F/RST OFF-SITE POLE WEST oo R=06 PLAN B DRC 2002-00519
FOOTHILL BLVD. do 1-15 FWY. IN OF THE WESTERLY PROJECT BOUNDARY EXTENDING TO THE FIRST OFF-BYTE POLE EAST OF THE '
NORTH OF W LY NORTH CONC. CURB
CONC.BRIDGE SUPPORT. EASTERL Y PROJECT BOUNDARY. M ro d • .'. CHECKERED R N FACE ANGLE PL
FOOTHILLBOULEVARDFOR
• COVER & FRAME NTS N.E. COR. FOOTHILL BLVD. & FRWY 15
ELEVATION = 1203.744 (AW. 10/26/1982) '
RANCHO CUCAMONGA, CALIFORNIA
(ADD 1,000 FT. TO ALL ELEVATIONS ON PLAN) R=t"
. y GUTTER FL
EXISTING SURVEY MONUME'NTATION.• „ M _` ROUND OFF oQ�oFESs ` APPROVED BY DATE
P. C. C. CURB i �: � ���J y CITY ENGINEER � R.C.E. No. 24953
I HEREBY CERTIFY THAT I HAVE IDENTIF/ED ALL SURVEY MONUMENTS OF RECORDS) INAT COULD BE DISTURBED 8Y THIS PROCT. 4 SCALE- /"=I' 1�4 iia ( + W' `� � DESIGN PREPARED BY: RECOMMENDED
ALL SAID MONUMENTS WHICH CURRENTLY EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS - ^' �' - a SAXON ENGINEERING SERVICES
'` ` N0. 44180JR
- � *� � • :: •�• . m CIVIL ENGINEERING CONSULTANTS `�--
SECTION A A SECTION B-B EXP• 6/30/05 ;V DRAWN 1030 CALLE SOMBRA, SUITE A-2 SHEET
MONUMENT DESCRIPTIONS: LEGEND: -- SAN CLEMENTE, CA. 92673
NONE FOUND X - DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCA RON(S) N NTS sj, �Q MC PH. (949) 366-2180 1 3
DRAIN INLET GUTTER DEPRESSIONS �TFOF CALIF CHECKED E KURT M XonengrfSAXONm R.C.E. No. 44180 DRAWING No.
7 8 KMS _
DATE •IG'4 FILE No.
l.•k1728 FOUNMAHEAD DEVU0,PMENT`1728_02FOUNTAIN-RC�SESkSHTI.DWG 01-27-04
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24 f 00 X247 50 .11 00 326 OU
- --- - LS 5669, ON. 0.3- - l____ ___ - - - - ____ -
GRAPHIC SCALE 1' � 20'
FOOTH/LL BLVD. � � V
,�DD6D SM66'r yRts63,do�W JlVGT10 140""
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EX. STREET LIGHT r • �G Imsm G -riwarr 7R6$S P6R Ami6S a L_eGem Om N/S .sflT, DESCRIPTION OF REVISION DATE n
ON 1RAFf7C SIGNAL POLE EX.ST. fU k1'A1£KLINE
/�� APPROVED
w `N 1�/ W W 1111 W VV W 1111 W 'N W �--�9 W W W 'N 'N W W W W W W YN W-
O CONSTRUCT DRAIN INLET PER CAL TRANS STD. PLAN D72, TYPE "OS'. CITY OF RANCHO C U CAM O N GA
SEE PLAN FOR WIDTH. SEE REFERENCE DETAIL SHEET 1.
NG I - O8 CONSTRUCT P.C.C. GUTTER DEPRESSION PER CAL TRANS SID. PLAN 078, TYPE "OS y STREET IMPROVEMENT PLANS
BENCH MARK: 0��0��� 0 h F,Y n,Y/V VA I SEE REFERENCE DETAIL SHEET 1.
2 1 I ti0\� O9 CONSTRUCT 6" MIN. A.C. PAVEMENT OVER 6' MIN. CLASS 11 AGGREGATE BASE DRC 2002-00519
FOR
S.B.C.B.M. 01112 �00� 12 EX. PIPE INLET SHEET 1.
15 CURVILINEAR. SIDEWALK NOTES' CONSTRUCTION NOTES SEE GENERAL NOIFS NOS 9 & f0,
BOLT STAMPED S.B.C.B.M. 01112 AT STORM DRAIN FOOTHILL BOULEVARD
FOOTHILL BLVD. & C.B. FWY. IN CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH f0 CONSTRUCT P.C.C. DRI VFWAY APPROACH PER RANCHO CUCAMONGA
NORTH CONC. CURB CENTER DIVIDER, CITY OF RANCHO CUCAMONGA STD. DWG No. 114. THE GENERAL LINE 1O SA*vu T AND REMOVE EX/STING A.C. PAVEMENT & A.C. BERM. STD. DWG. NO. 101, TYPE "C'. N.E. COR. FOOTHILL BLVD. & FRWY 15
NORTH OF W'LY CONC. BRIDGE SUPPORT. 11 �p f 2 60 ANO GRADE SHALL BE AS SHOWN ON 1NE5� PLANS APPROVAL OF 1NE 11 RAISE EX. INLET TO GRADE AND INSTALL MH COVER AND SALVAGE EX. GRATE RANCHO CUCAMONGA, CALIFORNIA
gg egg' FINAL LAYOUT OF CURVILINEAR SIDEWALK SHALL BE MADE /N THE FIELD O RELOCATE EXISTING LIGHT/GWA PULLBOXES/VAUL TS/TRAFFIC SIGNS pF ESS 1
ELEVATION 1203.744 (ADI. 10/26/1982) % � �� y Q� oN APPROVED BY � DATES o
(ADD 1,000 FT. TO ALL ELEVATIONS ON PIAN) \� 7 AND AO,�CJSTEO AS NECESSARY TO FIT EXISTING FIELD COND1710NS AS 3 UNDERGROUND EXISTING OVERHEAD UTILITY LINES (8Y DINERS) 12 INSTALL 18 RCP (20000). ���J� �' Sq q� CITY ENGINEER R.C.E. No. 24953
CURB & GUTTER APPROVED 8Y THE PUBLIC Wt�RK� INSPECTOR AND PROJECT PLANNER O (REFER DRAWING No. 1852) �' DESIGN PREPARED BY: RECOMMENDED
PRIOR TO FINAL CONSTRUCT70N. �T/E PUBLIC WORKS INSPECTOR SHALL 13 INSTALL 16000 LUMENS STREET LIGHT NTH 8 MAST ARM 8Y S.C.E. PAID FOR AND
BE NOTIFIED A MINIMUM OF 48 H RS PRIOR TO AN77CIPATED FIELD O4 CONSTRUCT 8' P.C.C. CURB WITH 2' GUTTER PER CAL TRANS STANDARD COORDINATED BY THE DEVELOPER.7HE DEVELOPER IS REQUIRED TO INSTALL ANY - a SAXON ENGINEERING SERVICES tmA, y,1 °`t
INSPECTION. IN THE EVENT MAJOR CHANCES ARE PROPOSED TO INE PLAN A87, TYPE A, A2-200. SEE REFERENCE DETAIL SHEET 1. MISC. FACILITY (le. CONDUIT, PULL BOXES, HANDHOLES, ETC-)AS REQUIRED 8Y S.C.E. w NO. 44180 ,`; JR CIVIL ENGINEERING CONSULTANTS 8�
CONCEPTUAL SIDEWALK LAYOUT LAN, TWO SETS OF RED-LINED PLANS tL Exp. 6/30% DRAWN 1030 CALLS SOMBRA, SUITE A-2 SHEET
SHOWING THE PROPOSED CHANGE' STIALL BE SUBMITTED 8Y 1NE O CONSTRUCT PARKWAY DRAIN PER RANCHO CUCAMONGA 14 CONSTRUCT CURB RAMP PER CAL TRANS STD. DWG. No. A88 (CASE E). 2-�G' P M� SAN CLEMENTE_CA. 92673 2 3
STD. DWG No. 107-A. X � PH. (949) 366-2180 OF
CONTRACTOR AT THE SAME T/ME 1NE 48 HOUR N077CE /S GIVEN TO l5 CONSTRUCT PIPE INLET PER CAL TRANS S70. PLAN 0756 (TYPE OCP). '�T C 1 V 1� �� EMAIL•kurfs0saxonengrf.com
DRAINAGE_ DET_ THE Cl TY �6 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA USING SALVAGED GRATE. N=3.5' FCF CA0 f CHECKED KURT M. SAXON R.C.E. No. 44180 DRAWING/No.
NIS 570. DWG No. 103 & 114. KMS •G 9�
DATE Z FILE No.
1.-X1728 FOUNTAINHEAD DEVnOPMEN111728_02FOUNTkN-RCkSES\SHT2.DWC 01-16-04
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