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HomeMy WebLinkAbout1894 GENERAL NOTES I.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA CONSMUC770N NOTES AND QUANT MES ESTIMATES STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION - CURRENT EDITION, 55 TONS-AC INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND OCONSTRUCT MINIMUM 4 " AC OVER 4" CRUSHED AGGREGATE BASE. 24 CY-AB SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARD AND SPECIFICATIONS. C ITY OF RANCHO CUCAMONGA O CONSTRUCT B" CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD 415 2.ALL PIPELINES OR SUBSTRUCTURES OF ANY KINAO, TELEPHONE OR POWER POLES, WATER METERS, PLAN 104 TYPE A2-8 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 THE REMOVED, O3 CONSTRUCT 3 1 5' HIDE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN f0 1 EA REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO TYPE "C" WITH COBBLE TYPE CURB RETURNS PER STANDARD PLAN 105-01 CUCAMONGA. STR T IM ROV M NT PLAN OCONSTRUCT 8' WIDE, 4" THICK PCC (520-C-2500) SIDEWALK PER STANDARD 103. 4440 SF 3.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE O ASW CUT REMOVEIRED AND DISPOSE AND GUTTER AND 1 ' OF ASPHALT 290 SF AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, NHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. OREPAIR EXISTING COBBLE TYPE CURB AND GUTTER PER STD PLAN 105-8 570 LF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, O7 GRIND EXISTING ASPHALT AND OVERLAY 0. 1 ' MINIMUM. 2790 SF ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF OB CONSTRUCT SINGLE RAMP RETURN ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 1 EA RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-MAY. STANDARD PLAN 102. 5.ALL GRADE STAKES TO BE SET CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE O SAWCUT REMOVE AND DISPOSE OF t2' OF EXISTING, STREET SECTION. 550 SF 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 THE CITY ENGINEER AS I 10 JOIN EXISTING CURB AND GUTTER AND MATCH GRADE. 1 EA NEEDED AT WARPED OR VERTICAL CURVE AREAS. i1 6.ALL SEWER, MATER, ELECTRIC, GAS. PHONE OR OTHER UTILITY LATERAL, MAIMS, OR CROSSING SHALL CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 1730 SF L�E� BE CONSTRUCTED PRIOR TO PAVING. I 1© CONSTRUCT 14 ' CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD—2 EA I OMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL AC ASAYALTiC GL�VCISETE PLAN 300 WITH LOCAL DEPRESSION PER STANDARD PLAN 307, CASE "A".1© GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO AB 0100 AffiW&I E MIT REMOVE EXISTING TREES AS REQUIRED TO CONSTRUCT SIDEWALK/DRIVE APPROACH 7 EA CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AND/ OR SURFACING. BCR �� �IGiW7UWL - ����^ LANE t 1� FURNISH AND INSTALL 30" RCP STORM DRAIN PIPE, TRENCH PER STANDARD DWG. 120. 30 LF BVC -- /"i C I LISTING THE COMPLETION R PAVING, A MATERIAL REPORT SHALL RI SUBMITTED TO THE CITY ENGINEER. C/L CENTER LINE -_ - - 1© CONSTRUCT STORM DRAIN COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329. 2 EA LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND I GRADATION OF ASPHALT PAVING. EM END O1.FE RETU9N I � REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING STORM DRAIN PIPE. f0 LF EP EDGE OF PAVEMENT 9-PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY EVL^ EIV VERTICAL CL$W ANDCREPLRE�PERANDTDISPOSE OF OFOINTERFERI GSPORTIONSANDARD OOF STREET SECTION 450 SF ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY.• R-VALUE, SIEVE ANALYSIS I AND SAND EQUIVALENT OF AGGREGATE BASE. FG FINISHED GRADE I � SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB GUTTER AND/OA CATCH BASINS. 1080 SF FL FLOW LINLF ?0.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN TO DETERMINE STRUCTURAL SECTIONS, PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. FS FIN15tED SYA9FACE I 1® REMOVE AND DISPOSE OF EXISTING POWER POLE ! EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, R/M RIL,YIT-GF-WAY THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE TC TCP OF LUSG JJ— J I O RELOCATE 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED 8Y THE DEVELOPER. 2 EA AND ALL VOIDS, OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER _ _ ; THAN THE NATIVE MATERIAL. INDICATES SAhCUT LINE r \ r'r rrA�� j r DU�r� I DN �E.j\) EE J � 21 FURNISH AND INSTALL 18" RCP DRAIN PIPE, TRENCH PER STANDARD DWG. 120. 120 LF 12.IF THE ASPHALT CONCRETE IS TO PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. — INDICATES fX1ST1lNS IxNT(XA9 T r \ r, ry� �`}r 2 PRUNE AND PROTECT EXISTING EUCALYPTUS WINDROW TREES IN PLACE 12 EA FOR USE UNDER A. C. AND P. C. C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S r\Pj J /�'-.�J t J-- ✓ =� I N RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. —99 IMDIGTES AT OSE CTIVTOLP W I 2© INSTALL STREET TREES PER LEGEND AND NOTES HEREON. 18 EA 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 2O CONSTRUCT 35' NIDE DRIVE APPROACH PER CITY STANDARD DWG. lOf TYPE "C" ! EA DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION II101CAlES EXISTING SEhER _ Z QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT © INSTALL 5800 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER. 2 EA SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1ADICAIES EA,�� AMIER LIRE - w I Q ® AT 18" MINIMUM DEPTH WITH /6 PULL BOXES FLUSH WITH SIDEWALK GRADE.FURNISH AND INSTALL 3" GALVANIZED RIGID STEEL CONDUIT PER CALTRANS TYPE 1 1080 LF 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NKIMBER 401 SHALL BE CONSTRUCTED AT 2© EACH INTERSECTION. IADICATES AAEA OF REMOVAL CONSTRUCT COBBLE TYPE CURB RETURN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN—55 LF I I 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE � -- � � � U) 105-8. I CORRECTION OR ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 1NIICA7E7S COD FLAME GRIN? REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 0 � - 16.WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEANL HAZARD FREE, ORDERLY STATE, - I THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. INDICATES AC PAVEMENT __�~ --- ' 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 4B HOURS PRIOR TO EXCAVATION. '� W � Q INDICATES PCC SL19FACIlVGco _.: PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: mmra awe Affmir ME ELECTRIC I I 'BANYAN STREET (FC9MEAL Y SUWIT) SOUTHERN CALIFORNIA EDISON (909) 357-6119 7951 REDWOOD A VEN E - - FONTANA CA, 92336 - - -_ _ - I PROJECT$rrE GAS COMPANY y Y I Q SOUTHERN CALIFORNIA GAS COMPANY (BOO) 427-2200 RESIDENTIAL 215 N. EUCLID AVENUE (800) 427-2000 COMMERCIAL ONTARIO, CA 91762 SEWER AND MATERBANYAN STREET CUCAMONGA COUNTY WATER DISTRICT (909) 967-2591 _ 10440 ASHFORD STREET - RANCHO CUCAMONGA, CA 91750 TELEPHONE I I N PACIFIC TELEPHONE COMPANY (800) 248-2800 TRACT Ao, l�l4/� ` N I CABLE TV CHARTER COMMUNICATION (909) 967-6275 6680 VIEW PARK COURT RIVERSIDE CA, 92503 I I N 1 L II N J VICINITYMAP n - NOT TO SCAL E LAUREL BLOSSOM CONSTRUCTION NOTES FOR STREET TREES: PLACE SEE SHEET 3 f. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. SHEgp�M SIRES PAPROVE10ENTS 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 INDEX MAP MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY CITY INSPECTOR- NOT TO SCALE SHEET No. SHEET ME 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. T 1TRE SHEET 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 2 ETWANDA AVENUE (PLAN) 3 BANYAN STREET ELAN AND PRORIE) STREET TREE LEGEND 4 Sr-A4M AND STRffnNG PLAN IIIANTITY TREE SYMBOL BOTANICAL HANE COMMON NAME SIZE SPACING 0L NM STREET NAMER� RIX PROPOSED SONORTH 3 EACH EUCALYPTUS CANALDULENSIS RED GUM 15 GALLON 30' O.C. 8' ETINANDA AYE (FIST) C/L 0015S T) I 15 EACH LAGE%TFMNIA INDICA NI&OGEE I NAAPE WITLE 24" BOX 20' 0.C. 3BANYAN ST. 36' 33' * REFER TO RANCHO CUCAMONGA CITY STO DWG NO. 501 L ' 18, 22' 11 40' 44' 15' 7' EXISTING GROm ID.5 5' 4t 4' 9 21'tW /W 2.0 �.� ( � 1B 1 1 No. DESCRIPTION OF REVISION DATE APPROVED: EXISTIIbG CUSS 6 GUTTER I CITY EXISTING CSE EXISTIND COBBLE -- -m 2 ------------------ CLRB 6 GUTTER CURE 6 GUTTER ----------------- -- _ ' -, .-- --------------------------------- ti % - ------ p -----r --1 -------------------------- --------------- ------------------;------� �-- �_-----T--------- 11 c�0 Q O ------ -------------------- ' L----------------------------------- -- ---- --- I?Y U AM N A 7 9 1 _ ��• Gil-• O�F 4 EXISTING GRID W �� TITLE SHEET EW,Val AVENUE BANYAN STREET a a �I TYPICAL SECTION No 53554 TYPICAL SECTION E z p 6-30-07 * ETI WANDA AVENUE STA 10+56 TO STA 15+92 STA 37+64 TO STA 41+48T Cf V%V o NOT TO SCALE NOT TO SCALE E f AND BANYAN STREET DRCPR00-09 ROW2003 - 01419 BENCHMARK. ITY APPROVEDINY DATE: w CITY OF RANCHO CUCAMONGA BENCHMARK #149 DESIGN PLAN PFEPARED BY: RECOMME o -W RDW EPIC ENGINEERS j� PVI,ENGINFFaING .-MND SURVEYING CHIZ " ❑ ON BOTTOM OF CONCRETE STEP, FRONT OF HOUSE PUNnik G0NSrAXyl0N MANAGEMEM R M C C SUITE 146 FIV( 908-792-OWS w # !3108, NORTH SIDE OF SUMMIT AVENUE, 0.25 MILES DRAWN 01 E REDLMDS BLVD. TELE 909-792-sass SHEET 21. DIALMOA!(IN6 WEST T OF EAST AVENUE. REDLANDS,CA 92979 l OF 4 DAYS BEFORE CHECKED RCE: DRAWING No. w fa BEFOFE Lou DTs - You ois TOLL FREEBy��-800-227-2600 ELEVA TION: 1520.898 E D P P'tJOLIC VI DY DAIS 4/27/2005 FILE 1894 CONSTRUC77ON NOTES 3CONSTRUCT 35' WIDE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD _PLAN 101 TYPE "C" WITH COBBLE TYPE CURB RETURNS PER STANDARD PLAN 105-B. CONSTRUCT 8' WIDE, 4` THICK PCC (520-C-2500) SIDEWALK PER STANDARD 103. o-SAWCUT. REMOVE AND DISPOSE CURB AND GUTTER AND 1 ' OF ASPHALT AS REQUIRED TO CONSTRUCT DRIVEWAY. 6 REPAIR EXISTING COBBLE TYPE CURB AND GUTTER PER STD PLAN 105-B 7 GRIND EXISTING ASPHALT AND OVERLAY 0.1' MINIMUM. 10 JOIN EXISTING CURB AND GUTTER AND MATCH GRADE. REMOVE EXISTING TREES AS REQUIRED 70 CONSTRUCT SIDEWALK/ DRIVE APPROACH SAWCUT REMOVE AND DISPOSE OF INTERFERING PORTIONS OF STREET SECTION AAD REPLACE PER CITY OF RANCHO CUCAMONGA STANDARD OWG. 100. @_PRUNE AND PROTECT EXISTING EUCALYPTUS WINDROW TREES IN PLACE 22 —INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1. o-INSTALL 5B00 LUMEN H.P.S. V. BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER. FURNISH AND INSTALL 3" GALVANIZED RIGID STEEL CONDUIT PER CAL TRANS TYPE ! AT 18" MINIMUM DEPTH WITH /6 PULL BOXES FLUSH WITH SIDEWALK GRADE. CONSTRUCT COBBLE TYPE CURB RETURN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 105—B. LEGEND AC AS%ALTIC COVCfETE AB OtSfD A697M7F SCT BCA BEGIN CUM RETLRN BVC WGIN VERTICAL aPR f C/L CENTER LIRE ECA END CL RB RETURN EP EDGE OF PAVEMENT EVC EAD VERTICAL aPPE FG FINISHED GRADE FL FLOW LIFE FS FINISHED SL,RFACE R/W RIGHT-OF-WAY TC TOIL OF CLRB INDICATES SA hFCUT LINE' INDICATES EXISTlhG CONTaR PROPOSED INDICATES EXISTING .SEWR EARLY EDUCATION CENTER IN7ICATES EXISTING AMTS LIRE SEE SHEET NO. 2 APN 225-111 -05 INDICATES AREA OF REMOVAL BANYAN STREET c:010 AMBER LANE f( 23 {f INDICATES COLD PLAAF7 GRIND , `� ► ; j INDICATES AC PAVEMENT A == - � i G a:��. .'.= INDICATES PICC St.FEACING C / i �1 PFDcb ED -OFIA r 65. I STA 10+00.00 CL ETINAMA AVEN*E ' € �� 41 RIGF/T NAY An } TC/FS< f 4 f -STA 42+05.36 CL BANYAN STREET t t e15 13 .5� FL 4 4 0.5' „ 1� It F o• a`` 1 Irlr-of-►�Ir nlnlcAr�s aar,�tar� F EXIST / -..: r ' 4. iJ TC 165.1QJ FLEXIST Tr A57.01 ACEMXA�l , < .56:T SD. DQE 4Ei IL^ J _ ; f< 1 55!0;1C g �9.ft fi 601TC cN�, 1C TC A?J f 1B GAS EXIST 4P WA TEI� L DQE 1 1 A �5 fL $ i 33.bl9�L s in'TilD. 17-0 (45.411 f[ o� I54.B3 FL (SB. (&15I1`L (6�15U (64. f[ _ { . A10 1b t 1�7ii < XISTID10" SE& LINE f314AEh --- F .... A p S W- i s t �. EXISTING aW AND GUTTER EXISTING 4' WATER LIRE g EXISTING ABAND.NATER LIFE EXISTINGRIGH70F-MA — — � �� - - f 10 ~ ' W ETIWANDA AVENUE No. DESCRIPTION OF REVISION DATE CAPPROVEa N CITY Y OF RANCHO CUCAMONGA STREET PLAN 4 ETI WANDA AVENUE W FROM STA. 10+55.00 TO STA. 15+92.00 DRCPR00-09 ROW2003 - 01419 uj 0 APPROVED BY DATE: e— CURVE DATA Is CITY ENGINEER RCE: ,o AFED BY: u o CURVEoau RAM AM TANGM NOTE ��oG� D po�� DESIGN RDW EPIC PLAN �av, NF �� ENGINEERS �SUa REVIEW PARKWAY DRAINAGE IN M FIELD A A 89'42'17" 6.50' 10.18' 6.47' AND WTALL CUR9SIDE DRAIN OUTLET AS � "w1w consrnucnorr nvF%ucF►+Fw w NEEDED. PER PL13LIC WOWS INSPECTOR GRAPHIC SCALE i "=40 ' �' DRAWN RREDLANDS, 01E.REDLANDSBLVD. 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