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HomeMy WebLinkAbout2016 i GENERAL. NOTES STREET IPLANS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSWILSON AVENUE CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. TmH84lkA (A0;tkT NO. lbAgok726 ' v.; 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER o METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE "' b RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE a ANTHE SHAL L BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO PROJECT�� w COST TO THE CITY OF RANCHO CUCAMONGA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH BANYAN SUMMIT AVENUE 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. 1 2 3 4 5 6 a �P 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. 7 �s 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES o cy SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- �r ____._----- o HIGHLAND AVENUE 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. ��- J 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. Ld 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING '- -- -" - - - w ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF 0_.. IRONSTONE DRIVE RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE W MATERIALS AND/OR SURFACING. (n Q I 9 0 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY i VICINITY MAP 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, _ ® 1 13 12 11 10 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. Y 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN _- CONSTRUCTION NOTES & ESTIMATE® QUANTITIES TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. 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 BANYAN STREET ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE STREET IMPROVEMENTS GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL QUANTITY UNIT 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTEREDrr�r\C r ���f �� 1. CONSTRUCT 3+ AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION) 14,515 SF BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE INDEX MAP 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. 820 LF 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 SCALE:1'=200' 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 41100 SF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF R/W I R/W 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. ` 0 EA CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 50' S. CONSTRUCT CROSS GUTTER PER CITY STD. PL 108-A 0 EA THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 5' 25' 25' 5' P.U.E. 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A (W= 16'; X= 3') 1425 SF 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE *2.5' SIDEWALK P.U.E. 71 18' 18' 7' 7. INSTAL! HYDRANT MARKERS PER CITY STD. PL 134. 2 EA CONSTRUCTED AT EACH INTERSECTION. EASEMENT 2.5' SIDEWALK* EASEMENT 8. CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE' AS SHOWN ON PIAN. 0 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 3' ( 4' I 5' S' I 4' 3' 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. 4 EA THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON .- .-- *- .-8. REQUEST THE REQUIRED PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY [2, 4.5' 0.5' 0.5' 4.5'��2' 2' 10. INSTALL STOP SIGN PER CITY STD. PL 401-8. (R1) 0 EA ENGINEER FOR APPROVAL b. 0.03' 11. STENCIL 'STOP' AND STOP BAR 0 EA 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 27% , 2 1 2 2% 12. INSTALL W53 (30') SIGN AND POST 1 EA STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE - 1.7% 1.7% INSPECTOR. 13 INSTALL STREET LIGHTS 5800 LUMEN HPSY BY SCE, PAID & COORDINATED BY DEVELOPER. 3 EA 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL. NOT BE _•. 3 14. ADJUST SEWER MANHOLE TO GRADE. 3 EA PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- 15. ADJUST WATER VALVES TO GRADE. 2 EA ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- 16. INSTALL STREET TREES PER NOTES AND LEGEND HEREON SEE TREE SCHEDULE ON LEFT 14 EA FACTION OF THE CITY ENGINEER. R 67 Tl 5.0 17. REMOVE EXIST. CURB & GUTTER 0 EA 18. CONSTRUCT 4' AC OVER e AB (FOR 66' R/W STREETS) 0 EA UTILITY CONTACT CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. (TYPICAL) 50' R/W - INTERIOR STREET/CUL-DE-SAC 19. REMOVE EXIST. wooD BARRICADE 1 EA VERIZON (909) 469-6369 SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7561 CONSTRUCTION NOTES FOR STREET TREES 216 N. EUCLID AVENUE ONTARIO, CA 91762 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 STREET TREES SCHEDULE: 10440 ASHFORD ST. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT RANCHO CUCAMONGA. CA 91730SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT LEGEND STREET BOTANICAL NAME COMMON NAME MINIMUM GROW SPACE SPACING SIZE QUANTITY DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE METROPOLITAN WATER DISTRICT (213) 217-6679 CITY INSPECTOR. 700 N. MORENO AVENUE PRUNUS BLIREIANA LA VERNE, CA 91750 IRONSTONE DRIVE NCN 3' 20' O.C. 15 GAL 14 FA. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING CHARTER COMMUNICATIONS (909) 343-5165 DIVISION. 6680 VIEW PARK CT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. RIVERSIDE, CA 92503 MARKS CABLEVISION 909 987-6275 NOTE. STREET TREES ON ROCKING HORSE PLACE, SIDE YARD OF LOT 15, 10808 FOOTHILL BLVD. #120 909; 880-0222 TO BE INSTALLED PER DWG. 1811 RANCHO CUCAMONGA. CA 91730 SPECIAL NOTE APPROVAL OF THESE PIANS DOES NOT CONSTITUTE ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL. OCCUPANCIES FOR ANY HOUSE/HOME OF TRACTS SHOWN HEREON. THESE PERMITS/OCCUPANCIES SHALL ONLY BE ISSUED AFTER ALL CONDITIONS AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CITY ENGINEER AND/OR AS NOTED IN THE RANCHO ETIWANDA DEVELOPMENT AGREEMENT 00-02. ON FILE IN THE OFFICE OF THE CITY CLERK. DESCRIPTION OF REVISION DATE CITY PRIVATE ENGINEER'S NOTICE TO CONTRACTOR APPROVED: L E G E N ® CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 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 O RaF ESS ICNq� STREET IMPROVEMENT PLANS FOR THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS DENOTES EXISTING STREET LIGHTS Q TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. Imo. DENOTES STREET NAME SIGN ���� (Fyyc�� TRACT 16726 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED - z TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE No. 052496 m TITLE SHEET PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS e d Exp. 12-31-06 AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH DENOTES PROPOSED STREET LIGHTS DENOTES TRAFFIC SIGN REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION � CIVIOW 2004-01927 F OF CpL\F _ THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S APPROVED BY / DATE: AND SUBCONTRACTOR'S COMPLIANCE WITH THE 'OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATION Q�p1 Ess�oN� CITY ENGINEER • �( /I.�ep,�,�(,(r�I ��I�I 'di RCE NO 2� 4 5 REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY ��� 0 J• �� THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND AREF2 2 DESIGN RECOMMENDED BENCH MARK dois� i�32o�m,aar0. ,. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESCRIBED AS FOLLOWS: cn 2 Z Suits 350 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 052496 m CITY OF RANCHO CUCAMONGA J M. 00K14d 4.�,usse,. THIS PROJECT, NONE "' p. "' YOUNG CORNIA H BENCHMARK NUMBER 163E DRAWN � FAM 94v asp 8e21 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS � ry Ex 12-31-06 � sebu►r: eax: 94923�esu SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ,LZ * * ELEVATION : 1297.297 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER DATE Is I ���I `rl9J CIVIL >�P 6210 STON ERI DGE MALL RD. STE 200 24' EAST OF � ETIWANDA AVENUE P.S. o 44 J4 1.s s N o 1 N l t!S SURVIVORS 1 OF 2 AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN EDWARD J LEN IH RCE NO. 52496 F �( PLEASANTON, CA 94588-3260 AND 40' NORTH OF � BASELINE. SET CHECKED DRAWING N0. CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE CALF NEGLIGENCE OF THE OWNER OR ENGINEER. PHONE: (925) 621 -3000 BRASS BENCH DISC IN TOP OF NE END L-- RCE NO 52496 OF 4' x 2' CONCRETE BOX CULVERT E.J.L. DATE -� z2 °�' FILE NO - i:\54906\IMPIANS\SIP-0l.dw9 12/22/04 PROJECT SHEET N0. i OF T50VC1= .52 455 45.5 I?t Q cn 4S. Ft�t-5 - �Q _ o -43 o � - -- ^ ' s 00 FF ICE UE Lr- eLl HE t� m k� F r r-__ L0 - -- r- - - - -- -- - -- - - F F-- A -- -- - _ - - - -- 777-7 T C NS RU TIO rip PROFILE SCALES = 0 - - - - VERT. i"=4' -- PLAN SCALE - - - i"=40' .......... 13 14 15 16 17 CONSTRUCTION NOTES O CONSTRUCT 1 AC OVER C AB. (INTERIOR STREET MIN. STREET SECTION) 02 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. 14 �? a Q CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. x v © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A INSTALL HYDRANT MARKERS PER CITY STD. PL 134. pl 6 6 L 6 � 6 ' Q INSTALL W53 (30r) SIGN AND POST Q `-) oD 6 ^ 6 $ + 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. � o cv v 6 o c�i v ^ + o c0 C4 Ln �py�,� 1 1+ ►+ 2 0 3 c`}o c° _ �� 14 ADJUST SEWER MANHOLE TO GRADE. TRACT00 �-r- py +k c� 1n 15 ADJUST WATER VALVES TO GRADE TYP. ` 16 INSTALL STREET TREES PER NOTES AND LEGEND SHEET 1 A "- _� ------------ --- __ "' + 16 G c;- •� 45.38' - ® -- -- -- -- - - --------- ----- ��� o 1 X10 9 16 �o H 4 0 1 16' DRWY 6 bow 00 - ! MES TREET r` D i 00 IRS ONS TONE DRIVE -�, -__ 6 -- - 16' SCALE 1"=40' DRWY w � ------- -- - -15--^ ---- - -- ------- - ---------- --- ---- -- 1 �� 1S �; 14 13 � + C 12 3 11 10 111PV22i 22 1 - ,+� w f o, TYP. 1� + �,I 1� m + �fl _ o � o M 9 ° N DESCRIPTION OF REVISION DATE CITY ROCKING HORS 6 13 6^ 3 .-6.- APPROVED: PLACE II © ,, SEE DWG. 1811 6 CITY OF RANCHO CUCAMONGA SHE 2 OF 7 IRONSTONE 25.66' 20 40 8013 STREET IMPROVEMENT PLANS FOR oQROfESS/p,�l �: 1' - 40 ���`` TRACT No. 16726 No. 052496 m IRONSTONE DRIVE CURVE TABLE �* Exp. 12-31-06 C# DELTA R L Tqr ciyt� �,�P ROW 2004-01927 A 10.44'05' 318.00 59.58 29.88 FCF CAQ' APPROVED BY DATE: B 10.44'05' 300,00 56.21 28,19 CITY ENGINEER /��Y���,(iU ��/1�,�,�� RCE NO 24953 DESIGN eoiss M208eahil&e. RECO NDED C 10'44'05' 282.00 52.83 26.49 BENCH MARK D 10.44'05' 282.00 52.83 26.49 1 1 CIN OF RANCHO CUCAMONGA J.M. ® Suits 350 Jf E 10.44'05' 300.00 614 56.21 _ 28,19 YOUNG CALF ORNIA HOM'S 1 OOCICN FA&kvin9-2,-o BENCHMARK NUMBER 163E DRAWN Vokm9{9-2518821 ELEVATION : 1297.297 :ANY►t: e�x: 9{4251-0516 SHEET F 10.44'05' 318.00 59.58 29.88 6210 STON ERIDGE MALL RD. STE 200 24' EAST OF t ETIWANDA AVENUE P.S. PLA N I as I N O 1 N I IHS 3 U H V I Y O t$ G 26°03'17' 107.00 48.66 24.76 2 OF PLEASANTON, CA 94588-3260 AND 40 NORTH OF � BASELINE. SET CHECKED - DRAWING N0. H 19'38'04' 343.35 117.66 59.41 PHONE: (925) 621 -3000 BRASS BENCH DISC IN TOP OF NE END L� RCE NO 52496 J 06°03'17' 38.00 136.66 164.24 OF 4' x 2' CONCRETE BOX CULVERT E.J.L DATE Z'Z o4 FILE NO 201 6 - .11 k\54906\IMPIANS\SIP-02.dw9 12/22/04 PROJECT SHEET NO. rJ1 OF