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HomeMy WebLinkAbout1996 STREET IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WiTH THESE PLANS, THE CiTY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSTRACT NON 14493 CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. WILSON AVENUE CONTRACTOR SHALL BE FAMILIAR WiTH AND SHALL BE RESPONSIVE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES WATER E W DETERS, VALVES, FHYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE IN THE CITY OF RANCHO CUCAMONGA z RIGHT-OF-WAY LIMITS OR N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO W �� COST TO THECITY OF �� CUCAMONGA. PROJECT SITE BANYAN SUMMIT � AVENUE 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 PIANS. P 4. A PERMIT SHALL BE OBTANM 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. 5. ALL GRADE STAKES SWILL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES Z rn SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- v i HIGHLAND AVENUE q� GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES N I TRACT 16726 MAY BE REQUIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. F- cy- 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MANS, OR CROSSINGS SWILL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING Y ORIGINAL GROUND AND ALL SUB-GRADES SWILL BE PERFORMED AT NO COST TO THE CRY OF _ PROkE AREA RANCHO CUCAMONGA, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE _ (x BANYAN STREET SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ] I MATERIALS MID/OR SURFACING. - 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CRY I - ENGINEER LISTING AL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, Oil VICiNiTY MAP CONTENT AND GRADATION OF ASPHALT PAVING. 19 20 1 2 3 4 rJ 6 7 TRACT ;14493 , ? CONSTRUCTION NOTES & ESTMATED QUANT ES 9. PRIOR TO IINSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBM11TE0 TO THE % o CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, j ( m �. SiEVE ANALYSiS AND SAND EQUIVALENT OF AGGREGATE BASE. w 10. PAVING SWILL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN + BLUE_SPRUCE DR. -. t ,- � TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRiOR PAVING. i STREET IMPROVEMENTS TRACT 14493-1 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOiL WHICH CONSISTS OF A ROCKY QUANTITY UNIT MATERIAL„ THE SUB-GRADE SHALL BE PREPARED BY REMOVING AL ROCKS WHICH PROTRUDE 9 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WiTH A FINE 15 14 1 3 1 2 1 1 ' ii 1. coNSTRUCT Ac OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) 18820 S.F. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATTVE MATERIAL 2 2 21 I I + j 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. 966 LF. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOiLS SiERiLANT REGISTERED 10 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 4,754 S.F. BY THE E.PA 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. 4. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAD & COORDINATED BY DEVELOPER. 4 EA. 13. THEESTIMADEVELOPERTE OF �ONTRAIS �CTOR ED SHALL MAKE HIS OWNBY THE ENGINEER �DETERMNATiON Y FOR THE COf'ONVENIENCE OF � � � I � j CL � ,i � _ 5 5 5. ADJUST SEWER MANHOLE TO GRADE. 3 EA. CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BIO. ANY ITEM OF WORK REQUIRED BY 2 7 2 8 2 9 3 0 ' 31 3 2 3 3 3 4 _ 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A (W- 18', X 3) 14 Ek THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE f j � � I ( 1w I (i i 7. INSTALL HYDRANT MARKERS PER CiTY STD. PL 134. 2 EA CONSIDERED AS INCLUDED N THE OTHER ITEMS OF WORK. I !i til: 56 TRACT 14493-1 8. ADJUST WATER VALVES TO GRADE. 1 Ek 14. STREET SIGNS PER CiTY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE v CONSTRUCTED AT EACH INTERSECTION. INDEX MAP 9• INSTALL �� TREES PER NOTES AND LEGEND HEREON SEE TREE SCHEDULE N LEFT 19 EA. 10. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. 1 EA. 15. CRY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OSCALE:1"=100' 11. INSTALL PARKWAY DRAIN PER CITY STD. N0. 1078 1 EA OMISSION DISCOVERED DURING CONSTRUCTION. UPN REQUEST THE REQUIRED PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 112. 1 REMOVE EXISTING BARRICADE 2 EA 0 is so goo soo 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, WIZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE L E G E N D 17. THE FINAL OR SURFACE LAYER OF ASPHALTiC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL AL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- DENOTESTI1NG STREET LCHTS ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CiTY ENGINEER. R/W R/W 5' P.U.E. 6L DOrQTES STREET NAME SIGN I IITLITY CONTACT 50, R/W �- DENOTES TRAFFIC SCION CONTACT AL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 5' 25' 25' 5' P.0T.E. cl DENOTES PROPOSED STREET LKHT$ P.U.E. 7' 18' 18' 7' r, * 6.5' 0.5' 2' SIDEWALK EASEMENT 6' 3' 4' 5' 5' 4' 3' GENERAL TELEPHONE 1-800-483-3000 * 2' SIDEWALK----. 2 5'4.5' 0.5' 0. 4 2' 2' 2 EASEMENT �2% SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7561 0.03' NOTE 216 N. EUCLID AVENUE2z_ 2 1 2 2x DRAWING NO. 1803 SHEETS II AO MA 10 DELTA 6 REVISION SHALL BE ONTARIO, CA 91762 1.7X 1.7% 3 * CONSIDERED PART OF THIS PROJECT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 S153 NINTH ST.RANCHO CUCAMONGA. CA 91730 3 TYPICAL LOCATION OF SIDEWALK SIDEWALK LOCATIONS Wi-iERE METROPOLITAN WATER DISTRICT (213) 217-6679 WHERE THERE IS LOT FRONTAGE THERE IS NO LOT FRONTAGE SIM& NOSE: APPROMM. OF THESE PIANS ODES NOT CONSTITUTE ENGiMER1% 700 N. MORENO AVENUE R = 67 Ti s 5.0 SEE TO RIGHT FOR ALTERNATE AUTHORIZATION TO ISSUE BUII_W PERMITS OR FPK OCCUPANCIES FOR ANY LA VERNE, CA 91750 -* NOTE: ( FOR SIDEWALK LOCATION) WJSE/FK1ME OF TRACTS SHOWN HEREON. CHARTER COMMUNICATIONS (909) 343-5165 ALONG STREET WiTH NO LOT FRONTAGE, THE SIDEWALK THESE PERMITS/OCCUPANCIES SHALL ONLY BE ISSUED AFTER ALL OONDRiONS 6680 VIEW PARK CT. IS LOCATED ADJACENT TO THE CURB AND IS 6' WIDE. AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CITY ENGINEER RIVERSIDE, CA 92503 (TYPICAL) 50' R/W - INTERIOR STREET/CUL-DE-SAC ALL ABOVE GRADE FACTUTIES ARE TO BE LOCATED AND/OR AS NOTED IN THE RANCHO ETIWANDA DEVELOPMENT AGREEMENT 00-02, VERiZN (909 469-6369 BEHIND SIDEWALK. ON FLE IN THE OFFICE OF THE CiTY CLERK. STREET TREES SCHEDULE: CONSTRUCTION NOTES FOR STREET TREES DESCRIPTION OF REVISION DATE CITY PRIVATE ENGINEER'S NOTICE TO CONTRACTOR MINIMUM 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD R". APPROVED: LEGEND STREET BOTANICAL NAME COMMON NAME GROW SPACE SPACING SIZE QUANTITY CITY OF RCUCAMONGA 2. PRiOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHALL BE FURNISHED TO THE CiTY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BLUE SPUCE DRIVE PRUNUS BUREGIANA NCN 3' 20' O.C. 15 GAL 16 EA DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS MAGNOLIA GRANDIFLORA CITY INSPECTOR. STREET IMPROVEMENT PLANS FOR TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON CEDER HILL PLACE "� Mw NCN 3' 20' O.C. 15 GAL 3 EA. THESE PLANS. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED DIVISION. TRACT 14493 TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS PROTECTED. ALL CONTRACTORS 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. AND SUBCONTRACTORS SHALL COMPLY WiTH THE "OCCUPATIONAL SAFETY AND HEALTH TITLE SHEET REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS [DATE TING SURVEY MONUMENTATION ALTH �pFESS/p APPROVED BY DATE: REGULAUTIIONS" OFTTHE U.S.MDEPARTMENT OCE WITH F INDUSTRIAL RELATIONS ELATIONNONAL S *CONSTRUCAND TION �o e J. � CITY ENGINEER RCE Nb 24953 ED BY THIS PROD CT. ALLTSAIDHAT IMONUMENTS WHICHAVE IDENTIFIED H CURRENTLY EXISSURVEY T N THE FiELDENTS OF OARESSHO N N THESE LANSTHAT COULD BE BAND ARE ,`"� 3 O `F'L �� DESIGN o BENCH MARK Mo... ,moR.el,a1R... RECOMMENDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CRIBED AS FOLLOWS: �' �" = i CITY OF RANCHO CUCAMONGA E.J.L ''" M RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ■ INDICATES 1" I.P. TAGGED LS "L.S. 5820" TO BE SET PER TRACT NO. 14493-1, W No. 052496 m "o"It« ..1".,uric. THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS M.B. 288/34-38. d Exp. 12-31-06 YOUNG CALIFORNIA HOMESBENCHMARK NUMBER 1636 DRAWN ' ,�«...: « , SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING * ELEVATION : 1297.297 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER A `� CIVIL �Q 6210 STONERIDGE MALL RD. STE 200 24' EAST OF IL ETIWANDA AVENUE S.Z. t A N N E R S ENG 1 N E E R f SURVEYORS 1 OF 2 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 't �or F F PLEASANTON CA 94588-3260 AND 40' NORTH OF BASELINE. SET CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE EDWARD J. LENTH RCE N0. 052496 cr CqL� CHECKED DRAWING N0. NEGLIGENCE OF THE OWNER OR ENGINEER. PHONE: (925) 621 -3000 BRASS BENCH DISC IN TOP OF NE END RCE NO 52496 OF 4' x 2' CONCRETE BOX CULVERT E.IA- DATE - _l 04- FILE NO 1996 I 490 PLAN IP-01.d -- _ :\5 4\IM S\S wg 9/03/04 PROJECT SHEET NO. OF 3 _T568.55 - - _ _ _ rk IL - - v J- 1 t-- 1 - .52 at - - - :9 - - - - ` N — - - - - O; _ - -- ck -1 1 1 t t t -I- -_I -4 -J 4 1 -- - x . - - - - - - t t _ - - K=14L t - Z - - - v► - -_ • ^ - - - _f Mt - N •- pet - • - _ - - 1 - to - ♦ - - - - -- - P141 3. ' -- - - J .. _ r ._. - _ - - , A Tt -._ - - - - - PRORL.E SCALE _ - - - - - - - _- - - INJ HORIZ. - - - - _ VERT 1M=4' - - - -- - - - - -- PLAN SCALE 13 14 15 16 17 18 • CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION NOTE STREET TREES ON ROCKING HORSE PLACE TO BE INSTALLED PER DWG. NO. 1813 ROCKIWG HORSE PL 4 SEE 1 TR. 4493-1 6 DWG 14 6 4 6 6 6 6 CONSTRUCTION NOTES '~ 20 3k — _ O � 1 2 4 � � �� _ `� 6 1 CONSTRUCT 3' Ac oNER 4' AB. (nrTERrOR STREET MIN. STREET SECTION) m M BSL mss( Q2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. °` f 9 3 —� — — — — — 37.54 6 03 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 48. ' 60. 60.96' `� 61.23' � '�� � �,��. �� . O'er• cl x 6 O4 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PND & COORDINATED BY DEVELOPER. W a _ ---... _ 1,��j --- -- -- - 2 - - h 6�� �o C f r_ O5 ADJUST SEWER MANHOLE TO GRADE. 0.5% 13 1' u 7 N 55'39` I 2 1 .�h �v B �s 5 �� © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A y DRI V ,�h .�h1 ,`�, eLn 6 2 I JS66 '� } 6 CURVE TABLE O7 INSTALL BLUE REFLECTOR HYDRANT MARKERS PER CITY STD. PL 134. - - ADJUST WATER VALVES TO GRADE. m CO) - - A 9 0' 0 0 ' 0 0' 45 . 0 0 ' 7 0 . 69 ' 45 . 0 0 ' O9 INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 1 69.98' 70.00' 71.00' 69.00' 66.02' ' B 10' 0 0 ' 0 0' 102 . 00 ' 17 . 8 0 ' 8 . 92 ' 0 3 a 12.09 10 INSTALL STREET NAME SKI PER CITY STD. PL 401-0 dt 401-B o M493-� 0 9 ,� ,� , 6�. 7u ,URQCT _ _ pa 4t _ — _ _ _ _ BSL _ — '; — _ _ _ _ �" EYP — 16+9 r�SL 156C EC C 110 00 00 58 . 00 111 . 35 82 . 83 o ;o + + o + + + EC 1. U-1 j 1 + 7.1 D 9 0' 0 0 ' 0 0' 27 . 00 ' 42 . 41 ' 27 . 0 0 ' 11 INSTALL PARKWAY DRAIN PER CITY STD. 1078 %3Z Fo = to o, c7i�16' DRP. 1© REMOVE EXISTING BARRICADE 1 0 14 13 12 i , 11 9 • ©�N 6 s 4 s s � 1 ; b �.r �� �I Z 2 4 V) 12.49' 6 I B 59.61 8.39 o io zo •o so 1 +4 E5Y STA 03 6 7' 8' 18' 116' DRWY. I M 1 10 11 ,�� c ♦ LATCH UNE 17+96.02 DESCRIPTION OF REVISION DATE APPCITY ROVED: r�rrrrrr�r 1 BLUE SPRUCE DRIVE CITY OF RANCHO CUCAMONGA SEE' TRS 14�49355 DWG81 - 4. Q ..l- e Q�oFESS,oN STREET IMPROVEMENT PLANS FOR Qs. TRACT No. 14493 N o No. 052496 m BLUE SPRUCE DRIVE r--- -- -- d Exp. 10524966 --r,"' CEDAR !-ALL PLACE F O CAS\E APPROVED BY DATE: CITY ENGINEER i RCE NO 24953 BENCH MARK DESIGN MORSE 17mRe"A" RECOMMENDED CITY OF RANCHO CUCAMONGA EA.L iiMi10 v�J YOUNG CALIFORNIA HOMES :CNVtTZaR.�N v.�..G„6,. BENCHMARK NUMBER 1636 DRAWN ' �"'4'-2"•�' ELEVATION : 1297.297 M& W9-:s,-0516 SHEE 6210 STONERIDGE MALL RD. STE 200 24' EAST OF T ETIWANDA AVENUE S.Z. . A NDN E R ENGINEERS f U R Y E.o R f 2 of 2 PLEASANTON, CA 94588-3260 AND 40' NORTH OF ( BASELINE. SET PHONE: (925) 621 -3000 BRASS BENCH DISC IN TOP OF NE END CHECKED RCE NO 52496 DRAWING N0. OF 4' x 2' CONCRETE BOX CULVERT E•L• DATE - 01 FILE NO 1996 I 490 PLAN IP- - :\5 4\IMI S\S 02 dwg 9/03/04 PROJECT SHEET NO. OF