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HomeMy WebLinkAbout1807 STREET & STORM DRAIN IMPROVEMENT PLANS i GENERAL NOTES . -- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO I AND CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC_, _WORKS NC W Ai CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPF'I.EMLN7S 0- AMENDMENTS. i - HI0 I MfISQN AVENUE CONTRACIOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. PROJECT SITE w 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER PCLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE P-ANS WITHIN THE T ACT NO . 14497 4498--- AND 1 8l _ RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 8 1 SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO ' ' RWAN suuw!T AVENUE COST TO THE CITY OF RANCHO CUCAMONGA. Y IN THE CITY CF RANCHO CUCAMONGA W 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE I-1MSELF 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 a i FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. •.`� �o 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES `P 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 If I --,07 A VT N I MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 4 - - 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR as CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. h � a.w. �. PMWWR (� VICMTY MAP . . I; 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING � W � � �t �� 1 F 11 � ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF v1 - RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE �' �. . _ 12 NCI TU SCALL SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE V 14 MATERIALS AND/OR SURFACING. 11 ,• m 1 0 �, - 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY -. CD ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL DEF: a CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE - v m 4 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. - " ¢ YR. 14496 t 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TES'T'S TAKEN , 14 CB 7. 0 cy 1 .♦ _ -� TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. _ - - � " � - PLI REIN -.- 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE CB# 4 r ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE m GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. _ 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE EPA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE W YR. 9497 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CB#10 B#9 CB 22 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF W ( :,. CI AA1j_0 Vba- - DRIYE THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF I 4 a �' 9 ; CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE W 5 t' CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 44 i I 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE F, F Z ,� 16 CONSTRUCTED AT EACH INTERSECTION. y >. 4, O 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR A 9 C11 *_ _ _.-�-#CB#116 y.__ . CB#16A Am THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPONENL # r €" y DR. REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY - K D- R. 4 ENGINEER FOR APPROVAL. • 1 ! `�� rt I 8 CB I CB 17 6 CB I �} 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY I•'— STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 13 I �r . M.W.D. PE1NkW R/w (FEJ 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE _ CB#21 7 PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED DAPPLE�:6 ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- DRIYA' p ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. I 9 I - UTLITY CONTACT A C CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 15 CB#1 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 I i^C�#15 SCHOOL SITE MR. BOB STALLINGS / FOR BASE LINE ROAD CONSTRUCTION TrF ' r 1 GENERAL TELEPHONE 1-800-483-30001 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. - -. 216 N. EUCLID AVENUE 1-800-427--2000 COMM. ONTARIO, CA 91762 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 _ a 1 9641 SAN BERNARDINO ROAD INDEX MAP RANCHO CUCAMONGA, CA 91730 SCALE 1"-20C' METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA 91750 COMCAST 909) 983-9895 1205 DUPONT STREET PORTION OF RED HILL) L E G E N D ONTARIO, CA 91762 MARKS CABLEVISION 909 987-6275 10808 FOOTHILL BLVD. #120 M9� 880-0222 9 DENOTES STREET PLAN SHEET NUMBER RANCHO CUCAMONGA, CA 91730 10 DENOTES STORM DRAIN PLAN SHEET NUMBER SPECIAL. NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ENGINEERING � DENOTES PROPOSED STREET LIGFFfS DESCRIPTION OF REVISION DATE APPCITY ROVED: PRIVATEENGINEER'S NOTICE TCONTRACTOR E G EER S 0 ICE 0 AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL OCCUPANCIES FOR ANY HOUSE/HOME OF TRACTS SHOWN HEREON. DENOTES DnsnNG STREET LIGHTS CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OCCUPANCIES SHALL ONLY BE ISSUED AFTER AL1 CONDITIONS THESE PERMITS SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE / - - -- - — - - - ---- - --- ' BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CITY ENGINEER DENOTES STREET NAME SIGN THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS AND/OR AS NOTED IN THE RANCHO E11WANDA DEVELOPMENT AGREEMENT 00-02, STREET & STORM DRAIN IMPROVEMENT PLANS F 0 R TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON ON FILE IN THE OFFICE OF THE CITY CLERK. QRDvECS�o q RANCHO ETIWANDA THESE PLANS. —�- DENOTES TRAFFIC SIGN o '1 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ycTITLE SHEET TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS 4 DENOTES STRIPING PIAN SHEET NUMBER c, `f' No. 20596 r" Z, AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH Exp. 9-30-05 TRACT NO. 14497 14498 AND 15838 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION �t f f 9lF Q� _ L CA THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S Y T APPROVED 8Y DATE: � EXISTING SURVEY MONUMENTA ION FES , S , T P HEALTH 0 / AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS F RECORD(S) THAT COULD BE DISTURBED BY ���e�f C. �9�� CITY ENGINEER RCE N O 24953 THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN FIELD ARE SHOWN ON THESE PLANS AND ARE O DESIGN RE DED �� 9 p CITY OF RANCHO CUCAMONGA M°.sE »„°. �. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESCRIBED AS FOLLOWS: `_ v, J U•C•f INC. R C s.�.so RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of' CONSTRUCTION OF No. 20596 r Z 4 r = oec�cw �.:� CA"614 MARK NUMBER 1638 � ------ THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS NONE '� Exp. 9-30-05 � BENCH 1 � � � � � � wK. ►�+.is�-ee,t REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING *�9 CIVIL \* 5109 EAST LA PALMA AVENUE, SUITE D ELFVATO OF 7-297 DA AVENUE DRAWN SCRULT2 ,,,x 9192310514 SHEE AND AND THAT THE CONTRACTOR SHALL DEFEND, IINDEMNIFYI1AND OR THE OWNER DATE 12-11-01 ? lF ANAHEIM, CALIFORNIA 92807 24' EA' N F 1 29 D.L. L o i . N N E R 5 E N G i N E E R s s u R v E r 0 R s 1 16 D E ENGINEER LESS FROM ANY AND ALL LIABILITY, REAL 0 ALLEGED, ST L l. MORSE RL,C NO. 2059 qr CA�14 ��O N (�r.in,��th��rlx T l.i,inu.�(-a �_2+7d AND 40 NORTH OF BASELINE 0F____ CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE - (TIO) 693-6700 -_- NEGLIGENCE OF THE OWNER OR ENGINEER. (7141996-6700 BRASS BENCH DISC IN TOP OF NE END CHECKED RCE NO 20596 DRAWING NO. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE 12-11-011807 FILE NO - _ 52510(50200)/IMPLANS/SIPO1 11-08- 2001 PROJECT SHEET NO. OF STREET TREES SCHEDULE: CONSTRUCTION NOTES & ESTIMATED QUANTITIES QUANTITY Q I LEGEND STREET BOTANICAL NAME COMMON NAME SPACING SIZE - -- - ORIENTATION QUANTITY TR. 14497 TR. 14498 TR_ 15838 STREET IMPROVEMENTS UNIT TR. 14497 TR. 14498 TR. 15838 TOTAL DAPPLE DRIVE PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL. 43 EA -- 8 EA 1. CONSTRUCTS AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION) SF 122,000 81,500 72,800 276,300 'BRADFORD' - - -- - -- - 2. CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. Pl. 104. LF 6,897 4,955 4,443 16,295 GREENTREE DRIVE CERCIS OCCIDENTALISWESTERN REDBUD 20' O.C. 15 GAL. 41 EA -- 2 EA 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. SF 36,349 28,240 23,035 87,624 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. EA 14 14 8 34 KEENLAND DRIVE - - - - -- -- - 0 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. SIF 926 -- 1,852 2,778 W 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A (W= 18"; X= 3') SF 7,665 5,250 5,145 18,060 IrT� CHALLENDON DRIVE PYRUS KAWAKAMI EVERGREEN PEAR 20' O.C. 15 GAL. 49 EA. -- 10 EA. 3 7. INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. EA 8 8 7 23 8. CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE' AS SHOWN ON PLAN. EA -- -- -- -- SPLIT REIN DRIVE PYRDS KAWAKAMI EVERGREEN PFAR 20' O.C. 15 GAL. -- 36 EA. 20 EAEA 6 6 4 16 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10. INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R1) EA 7 6 4 17 GOODWOOD DRIVE PYRUS BETULAEFOLIA DANKER FLOWERING 20' OC 15 __ 18 EA. 7 EA 11. STENCIL 'STOP' AND STOP BAR EA 7 6 4 17 'PARADISE' BRONZE: LOQUAT 12. INSTALL W53 (30") SIGN AND POST EA ! GREYVILLE PLACE 25' O.C. 15 GAL. -- -- 18 EA. -- -- ERIOBOTRIA DEFLEXA TREE 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. EA 30 20 19 69 MAGNOLIA GRANDIFLORA 14. ADJUST SEWER MANHOLE TO GRADE. EA 10 9 8 27 SANDOWN PLACE NCN 20' O.C. 15 GAL. 6 EA. 'ST. MARY 15. ADJUST WATER VALVES TO GRADE. Eq 14 8 9 31 16. INSTALL STREET TREES PER DETAIL AND LEGENDS HEREON SEE TREE SCHEDULE ON LEFT LUDLOW PLACE -- 17. REMOVE EXIST. CURB do GUTTER LF -- -- -- -- TRISTANIOPSIS 18. CONSTRUCT 4' AC OVER C AB (FOR 66' R/W STREET'S) SF -- 11,400 7,350 18,750 NEWMARKET PLACE LAURINA NCN 20' O.C. 15 GAL - 8 EA. __ 19. REMOVE EXIST. WOOD BARRICADE 0 - -- __ -- -- -- -- _ _ Z SIE LPLECHASE COURT PITTOSPORUM ���' 20' O.C. 15 GAL. -- -- EA. o PHILLYRAEOIDES PITTOSPORUM OAKLAWN PLACE BRONZE LOQUAT 25' O.C. 1 s GAL. -- EA o STORM DRAIN IMPROVEMENTS ERIOBOTRIA DEFLEXA TREE "' 30. CONSTRUCT 30' RCP (D LOAD PER PROFILE). LF 520 369 -- 889 ROSECOURT PLACE PITTOSPORUM WILLOW 20' O.C. 15 GAL. -- 8 EA __ - - PITTOSPORUM 31 CONSTRUCT 24' RCP (D LOAD PER PROFILE). LF 923 535 1,458 PHILLYRAEOIDES 32, CONSTRUCT 18' RCP (D LOAD PER PROFILE) LF 461 376 111 948 33. CONSTRUCT MANHOLE NO. 1, (33' PIPE OR SMALLER PER CITY STD. PL. 318). EA 4 3 -- 7 34. CONSTRUCT CONCRETE COLLAR PER CITY STD. PL. 329 EA -- -- 2 2 TOTAL 35. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) EA -- -- - - - - - SUB-TOTAL 139 EA. 83 EA. 72 EA. 29.¢EA. W= 7' EA 5 2 2 9 W= 10' EA 7 2 -- 9 W= 12' EA 1 -- -- 1 W= 14' EA -- 3 -- 3 CONSTRUCTION NOTES FOR STREET TREES R/W R/W W= 15' EA -- 3 -- 3 1 W= 16' EA 1 -- -- 1 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 66' W- 18' -- -- EA 2 2 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT 33' 33' W= 21' EA -- 3 -- 3 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 11 22' 22' 11' 36. CONSTRUCT MANHOLE NO. 2 PER CITY STD. PL. NO. 319 EA 1 -- 4 5 CITY INSPECTOR. 37. CONSTRUCT MANHOLE NO. 1 (MOD. OMIT M.H. SHAFT) PER CITY STD. PL 318 EA 3 5 -- 8 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 38. CONSTRUCT MANHOLE NO. 2 (MOD. OMIT MANHOLE SHAFT) PER CITY STD. NO. 319 EA -- -- 1 1 DIVISION. 39 CONSTRUCT 36' RCP (D LOAD PER PROFILE) LF 153 -- 1,153 1,306 0.5' 4' 6' 0.5' 18 0.04' 0.5' 6' 4' 0.5' - 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 2 3 3 R = 67 T.I. = 6.0 (TYPICAL) 66' R/W - INTERIOR STREET OAKLAWN PLACE, KEENLAND DRIVE & PORTION OF SPLIT REIN DRW N.T.S. R/W R/W 50' 5' P.U.E. I I 5' 25' 25' R/W 5' P.U. P.U.E. 7' 7 18' 18' 7' 2' SIDEWALK * i EASEMENT 6.5' 0.5' 1 13 _4'1 5' 51 4' 3' 6 I * 2' SIDEWALK EASEMENT 2' 4.5' 0.5' 0.5' 4,5' 2' 2'e. �.I I �F NOTE: FOR SIDEWALK LOCATION) 0.03' ' 2 2% I ALONG STREET WITH NO LOT FRONTAGE, THE SIDEWALK I 2% 2 1 22% I �� -- IS LOCATED ADJACENT TO THE CURB AND IS 6' WIDE. 3 _ 3 * 3 DESCRIPTION OF REVISION DATE CITY -' TYPICAL LOCATION OF SIDEWALK APPROVED: WHERE THERE iS LOT FRONTAGE SIDEWALK LOCATIONS WHERE R = 67 T.I. = 5.0 SEE TO RIGHT FOR ALTERNATE THERE IS NO LOT FRONTAGE CITY OF- RANCH0 CUCAMONGA (APPLIES TO 50' R/W STREET ONLY AS FOLLOWS:) STREET IMPROVEMENT PLANS FOR 1. GOODWOOD DR. -N'LY R/W 0 STA. 10+45 TO 19+23.78 pVESS/ RANCHO ETIWANDA (TYPICAL) 50 R/W - INTERIOR STREET/CUL-DE- SAC 2. GREYVILLE PL. - E'LY R/W 0 STA. 11+23.37 TO 17+64.10) ��° ��� G �F 3. SANDOWN PL. - E'LY R/W 0 STA. 11+24.65 TO 14+79.65) 4ll � ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, CHALLENDON DRIVE, DAPPLE DRIVE, GOODWOOD DRIVE, GREENTREE DRIVE, 4. NEWMARKET PL. - E'LY & W'LY R/W 0 STA. 10+44.03 TO 15+27.00) No. 20596 m STREET TREES 8� DETAILS 5. LUDLOW PL. - ALL OF E'LY & W'LY R/W Exp. 9-30-05 GREYVILLE PLACE, LUDLOW PLACE, NEWMARKET PLACE, ROSECROFT COURT *� crvlL �* TRACT NO. 14497, 14498, AND 15838_ SANDOWN PLACE, STEEPLECHASE COURT, PORTIONS OF SPLIT REIN DRIVE 9F -- - - Cr CALF APPROVED 8Y DATE: CITY ENGINEER RCE NO 24953 DESIGN M„:, 7,?p�edM„�� RECOMMENDED U.C.P., INC. CITY OF RANCHO CUCAMONGA ' BFNCWVAPV Nt11�PFR 1638 R C _ sti <aq�ti 9 _ V.- wo 7s1 eel, - 5109 EAST LA PALMA AVENUE, SUITED DRAWN , ` ` Y = SHEET , T T [«V t T I fAX 94°751(1516 � LEVA ION 129 .29 i ANAHEIM, CALIFORNIA 92807 24' EAS, of 11 FT'WANDA AVENUE D.L. P k ` . f R 5 f E E R S S U R V E Y O R S Z 16 550 N. C ranLmh ,rix P1,lcrnu.,( % ,J2 K'0 AND 40' NORTH OF Z BASELINE --- -- -- OF_ ('14'996-6700 (714) 693-6700 BRASS BENCH DISC IN TOP OF NE END CHECKED NO 20596 DRAWING NO. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. 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PL. 104. � ,IF - _ F O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 6S SSS c'`1 5' S' 10' 5' 5' `� ��o_c DESCRIPTION OF REVISION DATE CITY Ao r� ��� ��F APPROVED: ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. �F 16 * O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. - x _ - CITY OF RANCHO CUCAMONGA 1 6 'C, Y. _A�= 6 6 © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A C e" F� v 6 Ste' 0� - -- -- - - - --- -- - - -- -- - I ° �,�� �� s p Sees �,� STREET IMPROVEMENT PLANS FOR O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. `�4' a o v 'o,-" '� l Q�pfESS/C� RANCHO ETIWANDA ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE' AS SHOWN ON PLAN. 1- �"' 1� 0 ������'� C. ���� 9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B. ; �_ O C.B. -#22 CHALLENDON DRIVE 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R1) CURVE TABLE * No. -30-20596 " o"'c Exp. 9-30-OS TRACT NO. 14497 14498 AND 15838 11 STENCIL 'STOP' AND STOP BAR J� CIVIL �P � , 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. # A R L T 9TF O' CALF _ a 90° oo ' oo' 27 . oo ' 42 : 41 ' 27 : oo ' APPROVED BY DATE: � "--__ 14 ADJUST SEINER MANHOLE TO GRADE. B 90° 00 ' 00' 45 , 00 ' 70 : 69 ' 45 : 00 ' J 88° 18 '52' 27 : 00 ' 41 . 62 ' 86 , 22 ' CITY ENGINEER ,.QQA _-__ RCE NO _24953 _. - -- _ _ 15 ADJUST WATER VALVES TO GRADE. C 1 1 0° 0 0 ' 02' S8 0 0 ' 1 1 1 : 35 ' 82 . 83 ' K 4 -21 ' 13' 1 0 0 0 . 00 ' 75 , 99 ' 38 . 01 ' � - DESIGN - RECOMMENDED CITY OF RANCHO CUCAMONGA M01„ 173201edh:1l Ave 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 D 1 0 00 02, 1 0 8 0 0 ' 17 : 8 0 ' 8 . 9 8 ' L 4 °21 ' 13" 9 8 8 0 0 ' 7 4 . 6 2 ' 3 7 : 3 3 ' " R.C. - 1 - D O R I C N Surk 50 .� o r e s �,±. < L ,' ' ' _ __-, t vw CA 92611 E 2 4 0 ' 06 982 . 0 0 ' 45 . 73 ' 22 . 87 ' M 1 41 ' 08' 988 . 0 0 ' 28 : 89 ' 14 , 44 ' BENCHMARK NUMBER 1638 - ,�:. 919 251 162, - - - - - -- 17 REMOVE EXIST. CURB & GUTTER -- - - - - 5109 EAST LA PALMA AVENUE• SURE � Fi EVA'IQN : 1297.297 DRAWN _' :cND,T: W 9/92510516 SHEET 1 F 2 40 ' 06 1000 00 ' 46 57 ' 23 . 29 N� 1 -----------41 ' 08 1000 00 29 . 42 14 . 71 ANAHEIM, CALIFORNIA 92807 24' EAST of Z ETIWANDA AVENUE D.L. � f R 5 N G I R S S U R V F T O R S 18 CONSTRUCT 4" AC OVER 4" AB FOR 66' R STREETS)) G 2° 40 ' 06' 1018 00 ' 4741 ' 23 . 71 ' CJ 1 °41 ' 08' 1018% : 00 ' 29 : 95 ' 1497 ' 5 16 ° � e ��VL-nru1�'rthnr;x� Pl,��rntia i 1 �l'K_�(1 -- -- _ OF_---_ 19 REMOVE EXIST. WOOD BARRICADE H 0 12 O 1 1 018 . 0 0 ' 3 . 56 ' 1 78 ' P 9 0 47 0 0 27 : 0 0 42 78 ' 87 37 ' (714i 996-67(X1 (714) M-6700 AND 40' NORTH OF BASELINE CHECKED DRAWING NO. BRASS BENCH DISC IN TOP OF NE END 20598 L(L ° 1 ' 27 : 0 0 ' 41 . 85 ' 85 . 86 ' Q 89° 13 ' 0 0" 27 0 0 ' 48 : 04 ' 26 . 63 ' OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE 1 1-01 - FILE NO 1807 - - -- - _ - I 52510 (50200)/IMPLANS/SIP05 1-25- 02 PROJECT Sf F T NO. 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PL 102 do 103. 6.. 8Tc 1 �1�6., '�� �� 6" CF let CITY OF RANCHO CUCAMONGA © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A n� `�°� ' 6�,�� 6 ��6�� � 6156 5 F\ 6 -- -- - --- -- - --- __ -- - --- O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. - �a��' ���` 5' 51 18' 5' 5' ... �9� 6X60 - QF ,G 6R6� �° �� �' 'S� /c STREET �ROVEMENT PLANS FOR \12j CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 CASE AS SHOWN ON PLAN. � o°' �L l� �S � f; ;' o 0 f6 �0�0 ) rn o v 6� ,lC � 4 M � o o 0 �C 6� 'cr os cF Q�pF E S S�s�� 9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. v a c + + + + + + �0 Q ( C. RANCHO ETIWANDA O ��� � � o Ind U-, � U-4 CURVE TABLE oF\ 7 -"�� ���°��� �o��y 10 INSTALL STOP SIGN PER CiTY STD. PL. 401-8. (RI) # R L T 6�5 6 �,v a �o ; AQ c' GREYVILLE PLACE A 217°54 '28" 38 . 00 ' 144 . 52 ' 110 : 65 ' �, `�' No. 20596 m \Ly11 STENCIL STOP' AND STOP BAR C.B. 12 C.B. 11 - -_ _..__ C•B. 14 12 INSTALL W53 (30') SIGN AND POST 5 0 -.---------------0 l 0 0 ' -_10 70 ' S 36 ' * ExP. 9-3°-05 * TRACT NO. 14497, 14498, AND 15838 + CIVIL C 15 39 '46 850 00 68 . 34 34 39 ' 9 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE PAID do COORDINATED BY DEVELOPER. ° - lF 1F - D 32 25 '58 _1_l2 : 00 ' _ 4 7 OF CAL _ 63 0 3z 5 APPROVED BY - DATE: - ��-- 14 ADJUST SEWER MANHOLE TO GRADE E 6°3 8 ' Q 88 268 : 00 31 . 06 ' 15 . 55 CITY ENGINEER cuc 24953 .�.��-� RCE N 0 _ -- ----- - - - F 6°38 '88" 00 ' 26 . 89 ' 13 , 46 ' _ ;,: -- i 15 ADJUST WATER VALVES TO GRADE. �- -1232 ._ � DESIGN f R E C M NDE D - - I CITY OF RANCHO CUCAMONGA - moot 51 17320 R"d6•N Ave G 90° 00 ' 00" 87 : 00 ' 48 41 ' 87 : 00 ' p INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 ---- --- -L-- -- -- - ``4= U.C.f INC.I VR.C. 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N 30 4 , ` - i `+ �'� �"°o 6 �, 29 c Id- i . 0 6i. 9 i ; V3 6 `C - + ���y � : � �� ` 4 22.22 � Q 4 1 i Clic A� 6 1 1 `s? 4 r) ,�, ,c 4� 6, rn 6 �l �1 as j C R 2 9 I 6? ��, `� �, �0 1�' v ti ��,o, A`�O�O i ro cn{ 9 1 :i Lo q CONSTRUCTION NOTESVMD r- Ir*l' SANDOWNPLACE- C.B. 13O CONSTRUCT_� AC OVER -4' AB. (INTERIOR STREET MiN. srREET SECTION) K E E N L A N D D R{V E ( CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. a-,,��� Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL_ 103. 1, cl (4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. `O o�. ° .%,K% DESCRIPTION OF REVISION DATE APPROVED: ® CONSTRUCT DRIVEWAY APPROACH PER CfiY STD. PL. 101-A 66°$' CITY 07 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. `t 10" CF 609.21 TC CITY OF RANCHO CUCAMONGA ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASA AS SHOWN ON PLAN. �„ 608.30 FL ' ( INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10- STREET FAPROVEMENT PLANS FOR 609.26CF 10 INSTALL STOP SIGN PER CITY STD. PL 401-B. (R1) d 60rC Q�pEESS10N RANCHO ETIWANDA 11 STENCIL 'STOP' AND STOP BAR d- 6�- 3 F( 4�� 1 14 C. X11 12 INSTALL W53 (30r) SIGN AND POST 61'0 eo°�l� V) tel yz SANDOWN PL. & KEENLAND DR. t 3 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. �, F C U R U E TABLE oc Expo 92030 05 � lZITRACT NO. 14497, 14498, AND 15838 14 ADJUST SEWER MANHOLE TO GRADE. ,� # A R L T J�' 01v 15 ADJUST WATER VALVES TO GRADE. C.B. 15 B 2 3 8 . 0 0 ' 14 0 . 81 ' 131 , 18 ' 9TF� CA0 APPROVE D B Y : � ' . ,/,`/ 1 12 . 00 46 . 37 23 . 52 ' DATE: -�0�_ 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 CITY ENGINEER u w RCE N 0 24953 C 6°56 ' 03' 232 : 00 ' 28 . 08 ' 14 : 06 ' _- 1 REMOVE EXIST. CURB do GUTTER ° DESIGN - _ D 12 06 19 250 . 00 52 , 82 26 , 51 CITY OF RANCHO CUCAMONGA MO.:t 12,20t.AIriflAw REQ, M NDED 18 CONSTRUCT 4' AC OVER 4' AB (FOR 66' R/W STREETS) E 8°3 5 '2 7' 1 12 . 0 0 ' 16 . 79 ' 8 . 41 ' jillk ry d_�' e - D O Ic 1 C M Fvww.CA 9761A . r INC. .C. � � �3so F 6°56 ' 03` 268 : 0 0 ' 32 . 43 ' 16 : 24 ' ff U'C'P'' 'vBENCHMARK NUMBER 1638 - . ' 919251.!821 19 REMOVE EXIST. WOOD BARRICADE `` DRAWN - ----- - ELEVATION : 1297.297 SCMUS,t FAX 919251.0516 SHEET G 9 0° o o ' 0 0' 2 7 : o o ' 4 2 . 41 ' 2 7 : o o ' 4 5109 EAST LA PALMA AVENUE, SUITE D 24 EAST OF � ETIWANDA AVENUE D.L. v N N E R 5 E N ERS S V R V E T O R S ANAHEIM, CALIFORNIA 92807 9 OF_16 H 89- 06 '32- 27 : 0 0 ' 41 . 99 ' 26 , 58 ' � AND 40' NORTH OF � BASELINE - -- I 9 0°53 '28' 27 0 0 ' 42 . 83 ' 27 . 42 ' `C �' C)rengethex}x Pi;l (714 C •6 -6700 (7M� �-6?� 20596 BRASS BENCH DISC IN TOP OF NE END CHECKED DRAWING NO. 1714)996 6700 n 0 4' x 2' CONCRETE BOX CULVERT S.C.M. 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