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HomeMy WebLinkAbout2325VIA STREET 1 2 3 4 i 5 6 j wl 1 1 11 10 9 8 7 1 I . � I I NAP I IW I T "- W [ •i- " R/ -- I JESSIE CT ' EXISTING RIGHT OF WAY 1 2 13 14 15 16 % 2Y 50 REMAIN DBETWEEN STA � I 1' • 1 j ,43,n -�.� FROM STA 22 +50 TO 2244 +19 CON5NCT WALK WITHIN OOST ROW (40' HAIf STREET) INDEX MAP SCALE 1" =100' STREET IMPROVEMENT PLANS TRACT NO. 18819 166' 13s TYPICAL STREET SECTION VICTORIA STREET LOOKING EAST NO SCALE 40' 40' 24' 18' 12' 22' 12' Dz7w -2 ROW 0 (HATCHED AREA) TYPICAL STREET SECTION ETIWANDA AVENUE LOOKING AWH NO SCALE m I R/W 18' 1/2" 5116W ROGY CIIRI9 R/W 12' —A DRILL CORE HOLE TO BE SLIGHTLY LARGER THAN OUTSIDE DIA OF PIPE. SIDEWALK INSTALL TEE WITH LOOSE CAP OR GRATE 3" PVC SCH 40 A S =1% - ~ --4 P.V.C. DRAIN LINE PLACE WITH MARKINGS VISIBLE. SEE PRECISE GRADING PLAN INSPECTION REQUIRED BEFORE BACKFILL. CALL 477 -2740 EXT 3" P.V.C. 90' TEE AND REDUCER PIPE END 1" 4010 CITY ENGINEERING DIVISION (FOR CLEANOUT) MIN. IN FROM WITH 24 HRS ADVANCE NOTICE. BACK OF CURB CURB CORE AND 3" PVC PIPE NOT TO SCALE EACH LOT SHALL HAVE ONE CURB CORE. THE LOCATION SHALL BE AS NOTED HEREIN OR AS SHOWN ON THE PRECISE GRADING PLAN VICINITY MAP N.T.S. GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS & AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 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 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKRLL, COMPACTING ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 12. 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. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFlCALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED ARE THE FOLLOWING: A. SOUTHERN CALIFORNIA EDISON (909)357 -6231 7951 REDWOOD FONTANA, CA 92336 B. VERIZON (909)469 -6340 C. SOUTHERN CALIFORNIA GAS COMPANY (909)335 -7583 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET RANCHO CUCAMONGA CA 91730 E. CHARTER COMMUNICATIONS (909)880 -0220 4240 HALMARK PARKWAY SAN BERNARDINO, -A 92407 I SAFETY RESPONSIBILITY R/W R/W EX57AG RON CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE RAY 30' 10' 15' DEDICATION RRIW I CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 36' 91SDNO IMPROVEMENTS ON WEST SIDE 5' L 10' AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 7' 18' 18' 7' 36' LNEZ E RESR ilm I WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 4' 8' 18' 18' 7' I ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE BUILDING PAD PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 3 1 3 N 0--i OF THE OWNER OR THE ENGINEER. ZOX� 1 (• ' V I I -- - �- - 2. OX i.lx 1.5- X �-� 1 2.OX EXISTING UNDERGROUND STRUCTURES _,<- , . , .,. ______� - -_- -_ -_ - =WW_ -- - - - -- - - --' - - -W I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL TYPICAL STREET SECTION PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT TYPICAL STREET SECTION SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, OR ANY DAMAGE TO THESE LINES MSTBROTHERS COURT OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. NO SXE GRAPE PLACE LO INN N CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 10 SCALE 1 CONSTRUCT 3" AC OVER 4 "AB - -___ _ _______ ____ ____ _____ _ ____- 21,900 SF 2 CONSTRUCT 5' AC OVER 6 "AB -__ -_ _ __ ______ _ __ ___ 14,600 SF 3 CONSTRUCT CURB AND GUTTER TYPE A2 -6 PER CITY STD PLAN 104-___ ___ __________ _1,620 LF 4 CONSTRUCT 10" COBBLE CURB AND GUTTER PER CITY STD PLAN 105 -8 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ -660 LF © CONSTRUCT 8' WIDE SIDEWALK PER CITY STD PLAN 103. ___ ____ _________ __ _ _ ___ 5,200 SF 8 CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401 -A - --- ----------- ----- - - - - -2 EA 9 CONSTRUCT STOP SIGN PER CITY STD PLAN 401 -8 - --- -----1 EA INDEX MAP CONSTRUCTION NOTES FOR STREET TREES --- -- ---- ----- STO PLAN R-1 19 EA SCALE 1"= 100' 11 CONSTRUCT 58 OE LUMENS HPSVE BY SCE (PAID OR &COORDINATED BY DEVELOPER) EA�. 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. ADJUST MANHOLE/ VAULT /UTILITY BOX TO GRADE _ _ _ _ _ _ _5 EA EXISTING SURVEY MONUMENTATION 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES REMOVE AC BERM ------------ ---- -- -- ------- --------- ----- -- -_650 LF I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RLCORD(S) THAT MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. SAWCUT AND REMOVE EXISTING PAVEMENT - - - -_ _ _ 15,200 SF COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. REMOVE EXISTING POWER POLE; PAID FOR & COORDINATED BY DEVELOPER - __ ________ __ _ _ ___3 EA THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 4 STREET TREES TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. REMOVE EXISTING WATER METER (BY CVWD) ---- ------- ------- ------ --- -_1 EA 1 INSTALL SIGN AS SHOWN _ - -____ -- ---- ------ ---- ---- - - - - -4 EA STREET TREE LEGEND INSTALL STOP LEGEND PER CALTRANS STD A24 -D AND LIMIT LINE PER STD. A24E. 1 EA NO MONUMENTS ARE WITHIN THE LIMITS OF CONSTRUCTION ALL ARE POINTS ON MANHOLES TO REMAIN) ( STREET NAME BOTIWICAL NAME COMMON NAME MIN GROW SPACE! SPACING SIZE QTY STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 - - -_ 44 EA QELOFESS /0' _ _ IN REFLECTIVE HYDRANT MARKER PER CITY STD. PLAN 134 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 EA 'GRAPE PLACE QUERCUS ILEX HOLLY OAK _ 6' S5' OC 24 BOX 9 4 ZHIC4 S F - VICTORIA STREET PISTACIA CHINENSIS CHINESE PISTACHE 5' S0' OC 24 BOX 7 3 CONSTRUCT CURB CORE AND INSTALL 3" PVC PIPE PER DETAIL SHEET 1. - - - - - - - - - - - - - - - - - - - 12 EA GRIND PAVEMENT 0.1' DEEP AND PLACE VARIABLE THICKNESS AC PAVEMENT (AREA IS SHOWN HATCHED ON PLAN) 6,650 SF OC No. 25742 m ETIWANDA AVENUE EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 5' 40' 24 box 10 ac* Exp. 12 -31 -13 * - — REMOVE EXISTING AC SIDEWALK - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4,860 SF CIVIL FROSTBROTHERS COURT PLATANUS ACERIFOUA LONDON PLANE TREE 7' __4O­ 24 BOX 18 RELOCATE ELECTRIC PULLBOX - _ - - _ _ - - - _ _ _ -.- - - - - - - - - - - - - - - - - - - - - - - - - - 1 EA CALUF RELOCATE GUY POLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REMOVE PALM TREE - 1 3 EA EA SHEET INDEX -------------------------------------- - - - - -- SHEET NO, DESCRIPTION REMOVE EXISTING COBBLE CURB AND GUTTER --- ----- --------------- ---- -- - -_ 650 LF DATED JENS THIELMANN R.C.E.25742 1 TITLE SHEET INSTALL TRENCH DETAIL FOR FIBER OPTIC CONDUITS PER CITY STD. PLAN 135.- - - - - - - - - - - - - - - - 668 LF 2 STREET IMPROVEMENTS VICTORIA STREET INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY STD PLAN 136.-- ----- - - - - -- 1 EA PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER 3 STREET IMPROVEMENTS GRAPE PLACE 4 INSTALL VAULT FOR FIBER OPTICS CONDUIT BY UTILITY VAULT CO., ED- 466 -84 MANHOLE (USE _ 1 EA RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH 4 STREET IMPROVEMENTS FROSTBROTHERS COURT JACKMOON PLUGS OR EQUAL APPROVED) MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 5 STREET IMPROVEMENTS ETIWANDA AVENUE ® INSTALL LEGEND PER CALTRANS STD A24 -D AS SHOWN. _ _ -- 3 EA PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE 6 CROSS SECTIONS ETIWANDA AVENUE ® INSTALL 12" WHITE THERMOPLASTIC CROSSWALK W/ 12" LONGITUDINAL LINES SPACED 3' APART ON CENTER CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE 7 CROSS SECTIONS GRAPE PLACE AVOID WHEEL PATHS IF POSSIBLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 EA RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS CONSTRUCT ACCESS RAMP PER CALTRANS STD. PLAN A88A CASE F. 1 EA AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. SPECIAL NOTES ® - - - - - - - - - - - - - - - - - - - - - �y REMOVE EXISTING CONCRETE WALK. _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2,400 SF UNDERGROUND SERVICE ALERT 1. THE EXISTING OVERHEAD UTILITIES, (TELECOMMUNICATIONS AND ELECTRICAL), ON THE PROJECT SIDE OF VICTORIA y� �A� � 74C7- p �� Z7 / 1O� 4 A'1'e6'4 r'q pEA?. 7'7' S '"D fZi4/V t C7/ } l �� CALL TOLL FREE STREET SHALL BE UNDERGROUNDED FROM THE FIRST POLE WEST OF ETIWANDA AVENUE TO FIRST POLE EAST OF ? YPG per' o MPDI F'/EIi ✓,' / Tf/ C G 000 c 0 ,! ga. ETIWANDA AVEUNE, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. ALL 4\ 1-800 SERVICES CROSSINO VICTORIA STREET SHALL BE UNDERGROUNDED AT THE SAME TIME. 0 227 600 TWO WORKING DAYS RFFORF' YOU 2&..j VICINITY MAP N.T.S. GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS & AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 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 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKRLL, COMPACTING ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 12. 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. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFlCALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED ARE THE FOLLOWING: A. SOUTHERN CALIFORNIA EDISON (909)357 -6231 7951 REDWOOD FONTANA, CA 92336 B. VERIZON (909)469 -6340 C. SOUTHERN CALIFORNIA GAS COMPANY (909)335 -7583 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET RANCHO CUCAMONGA CA 91730 E. CHARTER COMMUNICATIONS (909)880 -0220 4240 HALMARK PARKWAY SAN BERNARDINO, -A 92407 I I- N VICTORIA STREET CURVILINEAR SIDEWALK NOTES CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD DWG NO. 114. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY. s� s ??� 1 3 CONSTRUCTION NOTES CONSTRUCT 8' WIDE SIDEWALK PER CITY STD PLAN 103 CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401 —A CONSTRUCT DRIVE APPROACH PER CITY STD PLAN 101, TYPE R -1 INSTALL SIGN AS SHOWN STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 RELOCATE ELECTRIC PULLBOX RELOCATE GUY POLE EXISTING STREET LIGHT TO REMAIN INSTALL LEGEND PER CALTRANS STD A24 —D AS SHOWN. REMOVE EXISTING CONCRETE WALK IA'b' I b :t rl ■ I I' I b , 'll I I' r� •I I � I ,, a I' I •II I Y X71 M- r #= PEE X t Na W i NIfRS9= Q 813f K = MD E1A AM MW WO 4 T, IS. IK6 W, Sam aEW0t 12" 40 80' 120' 160' 1" z' 3' 4' SCALE 1 " =40' DATE CITY OF RANCHO CUCAMONGA IM VICTORIA STREET SEAL ROW 2012 -00404 TR. 18819 u i R9211 APPROVED BY DATE ' M CITY ENGINEER b.' " "- RCE N0. 67 DESIGN GT Y2i (7f4 EG N /� N N RECD DRAWN GT SHEET 2 OF 7 5 744 -700 F G y28ss (714) 744 -9372 RCE N0. 25742 wo_ CHECKED DRAWING N0. 2325 4 - «12 fif I 42.41' ac H'=1340.95 600, IC pt: 133A43 la o5 w; 1340 flowLK Loch Do fm WO' 4t m8 � PN 1340 WOO' 16 Pl--43J9.43 za L,ar w Q It � f 1340 flow LiNF Loa air 2.4D X Pk 1340.17 4339.43 A 10 11 tM w f W U 5 N a w w w N 9 +99.04 (L INT. FROSTBROTHERS COURT 5 +15.15 C INT. GRAPE PL. 1 N T 40' 80' 120' 160' SCALE 1"=40' R= 112.00' 0ELTA= 15'00'04' �M 1341.04 FL L= 19.31' T= 14.146' $ m <rl� 10 1 MM F l� UJ I 7 --R= 27.00' DELTA= 9P01'46' 0 �° 0 ° n ,t &D o g L= 42.43' T= 27.014' '� + 9 `�' + �M w riri ; 1 10 +44.96 BCR _ G 0 - - �� - -- I �- -- _Q" � J.,t2 - + - - c `O 11.9' R= 3800' DELTA= 11P 0007 o M r n L =139.18 T= 141.8Q9' 1339.74 FL . M I 3 D 1 , T� ; •:, 1 CL SL 16.8' 14+64 .1 Z I AT MOC 1 1 1 Rp p 3 r M l6446t i1'- � - - t- o 1344.58 TC 131' j 1344.08 FL I t +4492 ECR TYp � g o 13 39.82 TC 3 ; ^ J + 3 ^ �0 o - ?3 TYR 1339.32 FL g 1 6 R= 27.00' DELTA= 89'58'14' � 3 I L =4240' T =26.986' 0 0 M ^'� �� 13 og 1 12 1 14 W � 3 i 4 +70.17 BCR 13 R= 11200' DELTA = 15'0004" MM U 1339.59 +70.1 TC L= 29.32' T= 14.746' -� 1339.09 FL 15 m N� � m wrn M� FROSTBROTHERS COURT CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE APPD O1 CONSTRUCTS" AC OVER 4 "AB CITY OF RANCHO CUCAMONGA Q3 CONSTRUCT CURB AND GUTTER TYPE A2 -6 PER CITY STD PLAN 104 PLAN �9 CONSTRUCT STOP SIGN PER CITY STD PLAN 401 -B ® CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401 -A FROSTBROTHERS COURT QO CONSTRUCT DRIVE APPROACH PER CITY STD PLAN 101, TYPE R -1 TR. 18819 1O CONSTRUCT 5800 LUMENS HPSV. STREET LIGHT BY SCE (PAID FOR & COORDINATED BY DEVELOPER) ROW 2012 -00404 ® INSTALL STOP LEGEND PER CALTRANS STD A24 -D AND LIMIT LINE ® STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 APPROVED BY DATE -/ ® INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD PLAN 134 CITY ENGINEER RCE N0. 53672 ® CONSTRUCT CURB CORE AND INSTALL 3" PVC PIPE PER DETAIL SHEET 1. ���>> titi ` y DESIGN GT HIELMAN� REC D DRAWN GT 221 � FAX 1 GLASgSELL ST ORANGE, 92866 SHEET OF 9 F CHECKED DRAWING N0. RCE N0. 25742 TE 4 -2 -12 RLE NO. 2325 PROJECT SHEET 140. OF 1wo:' 7 1. "77l ■ I `I' I t "J I 1' i I j 1340 57% PAIf#EM AT CFMEfIANf Or 1340 PROFILE SCALES " 1 _ -40 _HORIZONTAL " , 1 -4_ VERTICAL 19 20 21 22 23 24 25_ 26 27 20 +06.40 JOIN EX CURB p ' 1340.69 TC 1340.73 TC K ^ Q $ JOIN EXISTING WALK i t� p ; 10 +00.00 CL VICTORIA ST (13 9.86 FL) J y 3� 7 �°' ; a NAP Mao M< ' �� 26 +58.20 =27 +11.15 CL IWANDA AVE. N TYP. B 33 TYP.1J i /6 + 6 33t V J7 ?J TYP 6 E 11 4 =18' ., ,...,. t 1- t�:•. «: F t �., .�. ». Y. n� .... ..,.. ..Y.. af. 'AAA h!bi kx. !+ +41 -,. J8 N . •- rC i,,2,. tax u. �,.. i.... tiz:. ^, ... a . t.. F ... ...... .. .. i .. .. .. ._. ... .. .. 'Y ' >•f.�: fyA ..("i .y' ; ! .F >" YFY:, -11 y! :.Rid• #. �e._.x .: .H / v'+: ��M1r.+r.... '. .,i.Y,,y'[!*%2!' - •.. -... ,..A �:;.s., iT Yid. •} o.. r1,r.:� _.... .* .:: ..a: :a..�,e.: ar, �,: .:� 4 �_S.w' �: f�. x;i .1. , -. _ �2+<Mdi`� EK ii r s� t M t. � .:,:,r +�-:� '` .,r ;,;�' .t r�a:. ; RW OWY APaeCi7acCr•% , + ,'...\ N _...,,. 2- ".Y r 31 1 1 a -- SAWCUT LINE - -- - - -- - -- -------- - - - - -- - - -- -- - 3dW - -- - - - - -N - -- - - -- - -- ---- - - - - -- �-2�-� 3d 1 iE� 2_ — i — - WANDA AVENDE CUT LINE JOIN s - - - -- SAWCU> LINE ------------------------------ - - - - -- - - - - - -- 1E2TQ-- - -- -- - - -- - - - -- - - -- - -- - - - - -- -- -- - -- -- - - - - -- - -- R 1357.58 TC (1357.43 TC) ,4� (1356.75 FL), =7,5 1 I I CUPS FACE -7 S' rYP _ DRIVEWAY DETAL ETIWANDA AVENUE SCALE: 1'=8' A The curb ramp shall be outlined, as shown, with a 1' -0" wide border with SCALE: 1 "= 40' grooves approximately r on center. See grooving detail. S' de'N° 1'K _ ' 2 % o NOTE \\ Wox lo,c e x Frnt eNOTES of sidewalk 1. CONTACT PLANNING DIVISION FOR THE TREE REMOVAL PERMIT. Approximately %a - 6" 2. ETIWANDA AVENUE "SIDEYARD" FRONTAGES OF LOTS 6 & 17 4:, Typ SHALL BE PRIVATELY MAINTAINED. Reta`nin9 CONSTRUCTION NOTES ,ear >s p / APf�RC}AC _�11 x o s Curb (both S'r)eEE7' 1-16117's eA767- IWAVOAAV GROOVING DETAIL sides of 1 J ramp; " " 40 20 Q 40 80 O2 CONSTRUCT 5 AC OVER 6 AB DESCRIPTION OF REVISION DATE VPD �4' -0" Min ® CONSTRUCT 10" COBBLE CURB AND GUTTER PER CITY STD PLAN 105 -B SCALE: 1 "= 40' � � Curb romps shall have a detectable warning surface that exlends CITY OF RANCHO CUCAMONGA the full width and 3' 0" depth of the ramp. Detectabie vVarnirg © CONSTRUCT 8' WIDE SIDEWALK PER CITY STD PLAN 103 Surfaces shall conform to the details on this plan and the CASE F requirements in the Special Provisions. CONSTRUCT DRIVE APPROACH PER CITY STD PLAN 101, TYPE R -1 PLAN The edge of the detectable warning surface nearest the street 1 CONSTRUCT 5800 LUMENS HPSV. STREET LIGHT BY SCE (PAID FOR & COORDINATED BY DEVELOPER) shcl i be between 6" and 8" from the gutter flow! ine' ® SAWCUT AND REMOVE EXISTING PAVEMENT ETIWANDA AVENUE ® STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 ® TR. 18819 Gutter CONSTRUCT CURB CORE AND INSTALL 3" PVC PIPE PER DETAIL SHEET 1. SEAS ROW 2012 -00404 Maximum slopes of adjoining gutters, the road surface immediately -- adjacent to the curb ramp or accessible route shall n + exceed flowline Too of ramp 4' 0' Win ® REMOVE EXISTING 4' WIDE AC SIDEWALK r 5 percent within 4' -0" of the top and bottom of the curb ramp. - - :sounded= �� �� REMOVE PALM TREE APPROVED BY L -' DATE 2% Max REMOVE EXISTING COBBLE CURB AND GUTTER CITY ENGINEER RCE NO. ^ 67 -`�— 8.337, Max SECTION A- A INSTALL TRENCH DETAIL FOR FIBER OPTIC CONDUITS PER CITY STD. PLAN 135. c DESIGN GT RE MME D INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY STD PLAN 136. ������� 4 INSTALL VAULT FOR FIBER OPTICS CONDUIT BY UTILITY VAULT CO., ED- 466 -84 MANHOLE (USE JL ElvcsrzvE$xs CALTRANS STD. PLAN A88A CASE F. JACKMOON PLUGS EQUAL APPROVED) - < $' DRAWN GT --i s cu9700 ST o , 7A 8-988 SHEET ® *„ * 714) 7 9700 FAX (714) 744 - 9312 5 OF CONSTRUCT ACCESS RAMP PER CALTRANS STD. PLAN A88A CASE F.(SEE DETAIL THIS SHEET) r. `,F r NTS C'OAISTQVCr OCC D2 /YE APPROAC4 PE'/1 C /r'/ S rP PMA,i lot -rypE � yrF - CHECKED CE NO. 25742 DRAWING N0. /✓SDO /f /�� U/lT� COBtg� G'lJ� �. ATE 4 -2 -12 FILE NO. 2325 PROJECT SHEET N0. OF 20 +50.00 rI fAl sllr T a w = 1345.28 r ROW 22 +50.00 a = 1316.63 snag a = 1348.07 1352 - sir a 24 +50.00 25 +50.00 snUT a 1353.69 1 7'1:771 ! 1357 iC ... l Ekr = 1.n98 SMET a 10' 20' 30' 40' SCALE 1 " =10' HORIZONTAL SCALE 1 " =2' VERTICAL DESCRIPTION OF REVISION CITY OF RANCHO CUCAMONGA PLAN AND PROFILE ETIWANDA AVE CROSS SECTIONS TR. 18819 APPROVED BY "< DATE -1 CITY ENGINEER - RCE NO. 53672 DESIGN ITT T HIELMANN REC D 1 IFNGIN EEKS DRAWN GT 221 S GIASSELL Si ORANG& G1 92866 SHEET C 714) 744 -9700 FN( (714) 744 -9312 V OF 7 CHECKED E NO. 25742 DRAWING N0. TE -4 -12 FILE NO. SIR AF "M 3 +50.00 1340 1335 0 10 20 30 4400.00 SWU7 ffm 1340 1336 0 10 20 30 4450.00 swT a 1340 1337 0 10 20 30 5400.00 s71 fir a 5450.00 SlwT a ;] M 1340 1339 0 10 20 30 1340 0 10 20 30 6450.00 Smu a _.. 1341 0 10 20 30 7400.00 snag a .. 1343 0 10 20 30 7450.00 swTa _.. 1344 0 10 20 30 8400.00 s7REETa 1350 1345 0 10 20 30 8450.00 SnUT a 1350 1346 0 10 20 30 9400.00 M7 a 1350 U47 f I n nn 6n n6 n 1347 0 10 20 30 10' 20' 30' 40' 1. SCALE 1 " =10' HORIZONTAL SCALE 1 " =2' VERTICAL DESCRIPTION OF REVISION I CITY OF RANCHO CUCAMONGA PLAN AND PROFILE GRAPE PLACE CROSS SECTIONS TR. 18819 APPROVED BY DATE CITY ENGINEER RCE NO. 53672 DESIGN i T H ELMANN RECD ED ENGINEER S DRAWN GT 221 S CtASSEU Sr ARAN(,'& CA 928W SHEET (714) -9 FA% (714) 744 -9312 7 OF 7 CHECKED RCE NO. 25742 DRAWING NO. C-9Tr 4 -4 -12 FILE NO. PROJECT