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HomeMy WebLinkAbout1895 GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES MD QUANTITIES ESTIMATES STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC 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. 46 TONS-ACO CONSTRUCT MINIMUM 3" AC OVER 4" CRUSHED AGGREGATE BASE 24 CY-A8 2.ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, CITY OF RANCHO CUCAMONGAO TONSTRUCT 35" WIDE DRIVEWAY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN !Of_2 E.A. VALVES. FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY YPE C. LIMITS OR IN ADJACENT AAEAS WHEAE IMPROVEMENT WOAK IS TO BE DONE SHALL 8E THE AEMOVED, O CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103_598 S.F. REPLACED, RELOCATED QA 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 STREET IMPROSAWCUT REMOVE 6 DISPOSE OF EXISTING CURB AND GUTTER AND A 2-NIDE SECTION OF ANO SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY V M NT PLAN O EXISTING STREET. REPAIR THE STREET SECTION PER CITY OF RANCHO CUCAMONGA REOUTAEMENTS._104 L.F. OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. O CONSTRUCT REDUCED RADIUS TLF?N AMM PER CITY OF RANCHO CUCAMOMGA STANOARO PLAN 113_1 E.A. 4.A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS. O CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 114_1710 S.F. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF U7 REMOVE EXISTING POWER POLE 2 E.A. RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5.ALL GRADE STAKES TO BE SET CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE @CONSTRUCT CURBSIOE DRAIN INET PER CITY OF RANCHO CUCAMONGA PER STANDARD PLAN 107-A 1 E.A. POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE I MODIFIED TO ACCEPT FLOWS AND RELEASE ONSITE. ( SEE DETAIL ON SHEET 2 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. @ CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANChO CUCAMONGA STANDARD PLAN 101, TYPE R2. 1 E.A. 6.ALL SEWER. WATER, ELECTRIC, GAS. PHONE OR OTHER UTILITY LATERAL, MAINS, OR CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING. SO SAWCUT REMOVE 6 DISPOSE OF 2' WIDE PORTION OF THE STREET SECTION 72 S.F. 11 GRIND AND OVERLAY (0.!0' MIN THICKNESS! 6' WIDE PORTION of THE STREET 216 S.F. 7.COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 12 JOIN EXISTING STREET G MATCH GRADE 1 E.A. PVCER CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY pp// AA��++ ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AND/ OR SURFACING. ER STREET— — — — — — — — I „ 13 CONSTRUCT CURB a GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 140 L.F. B.AT THE COMPLETION OF PAVING. A MATERIAL REPORT SHALL BE SUBMITTEO TO THE CITY ENGINEER. ? -- ———— — — — — — — — — — — LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT ANDI \ QI 14 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-8_2 E.A. GRADATION OF ASPHALT PAVING. I QINSTALL STREET LIG71T 9500 LU�EIV H.P.S.Y. BY S.C.E., PAID FOq AND COORDINATED BY Tlf OE'VELOPEA 3 E.A. 9-PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ru 16 INSTALL STREET LIGHT 5800 LU"H.P.S.V. 8Y S.C.E.. PAID FOR AND CMINATED BY ThE OEVELOREA 1 E.A. ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY.' R-VALUE. SIEVE ANALYSIS I � AND SAND EQUIVALENT OF AGGREGATE BASE. OUT SIDE OF THE SIDEWALK. 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE ANO PAVEMENT TEST TAKEN TO 1© INSTALL STREET TREE PER LEGEND AND NOTES HEREON, 14 E.A. DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. _ _ 18 CONSTRUCT 10'x10' GROUTED RIP-RAP PAD. 100 S.F. 11.WHEN IMPROVEMENTS ARE TO BE PLACEO ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, } THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE I I W AMD ALL VOIDS, OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Lu 12.IF THE ASPHALT CONCRETE IS TO PLACEO ON SUB-GRADE; A SOILS STEAILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P. C.C. SHALL BE UNIFORML Y APDL IED A T THE MANUFACTURE'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. I I r \\ 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 BIO. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE ) } OTHER ITEMS OF WORK. I ^ I %j I OH"AANCHO 14.STREET SIGNS PER CITY OF RANCHO CLL CA14ONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED A TT I �� r I r)r1 EACH INTERSECTION. I r \ ' r I r ����MONGA 13.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE I r r-J �"' --� F CORRECTION OR ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE I REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOOTHILL BLVD I w I J ? r — J 16.WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD FREE, OROERL Y STATE, PLACER ST I � Q I '. I � SITE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. r� 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. I IQ PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. I W AN ARROW ROUTE w SOUTHERN CALIFORNIA EDISON (909) 357-6119 7951 REDWOOD AVENUE FONTANA CA, 92336 9TH Q STF#EET I O O O 0 GAS COMPANY I o SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RESIDENTIAL 216 N. EUCLID AVENUE 1-800-427-2000 COMMERCIAL ONTARI D. CA 91762 — — — — — ....,.. SEWER AND WATER � 4TH STREET 4TH STF+EET CUCAMONGA COUNTY WATER DISTRICT (909) 967-2591 10440 ASHFORD STREET RANCHO CUCAMONGA. CA 91750 PACIFIC TELEPHONE COMPANY 1-800-248-2800 I WINWAMP CHARTER COMMUNICATION (909) 987-6275 I NOT TO SCALE 6680 VIEW PARK COURT RIVERSIDE CA. 92503 ARROW ROUTE STREET TREE LEGEND QUANTITY TREE SYM@OL BOTANICAL NAME COMMON NAME SIZE SPACING STREET NAMEspxF INDEX MAP 10 EACH PLATANUS ACERIFOLIA LX01 PLANE TREE 0 GALLON 30' 0.C. 8' ARCHIULD AVE NOT TO SCALE 4 EACH PISTACIA CHINENSIS CHINESE PISTACHE 15 GALLON 30' 0.C. 5' MALVEN AVE CONSTRUCTION NO TES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 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 MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. No. DESCRIPTION OF REVISION DATE APPROVEDC .. CITY OF RANCHO CUCAMONGA C/Z� A1W gyp. EXISTING R/W PL C/L PL —p I �1 RIW I I TITLE SHEET y I 40* I VARIES u� ARCHIBALD AVENUE I 50 r� VARIES VARIES QBE 8AND MALVEN AVENUE 19'f 33'3 F3'f VARIES 0.5' 3 5G� D p s � 6' 4 3 I 45, 61 �/ DRCPROO-30 ROW 2003-01373 EXISTIlrG CCARB 6 GUTTER EXISTIM3 CLFJB 6 GUTTER 0 V %Ei O 5/11 Underground Service AlertAR - 13 Na APPROVED BY DATE: BENCH,' --------------- .. ----------------------------------- ---------------_------------------ 13 .� *�r ExP• a-a0 CITY ENGINEER z ; / i RCE: --- -T'--1 1. ------------------------- ----------__-_ C1 VI ---- -----•--------------- ---j s 7 ► DEsrcN PLAN PREPARED BY: CITY OF RANCHO CUCAMONGA ----------------------- ----------- --------------------------- RECOMMENDED Cult: TOLL FREE BENCHMARK 700-30 BRASS DISK ON ROW EPIC ENGINEERS MALVEN AVENUE ""�«". °°"'",�' �►'" " HEADWALL AT HERMOSA S 8TH, AT 101lP�IA�Dbe�v� T� �. . _800 ARCHI6iALD AVENUE DRawN J �19R WN 146 FAx 0m-m-wo SHEET ELEVATOPt !!10.06 AS PAINTED Old hEAOWALL. TYPICAL SECTION SECTIQN AT TLFIN AAC7L{hD CAC »:: G Z 227-2600 NOT TO SCALE w MOT TO SCALE OF SELEVATION. 1110.06 CHECKED pCE 53554 DRAWING No. TWO WOR"DAYS BB'Q 't=DIA EDPDATE 4/6/2004 FILE No. 1895 CONSTRUCT/ON N07ES O1 CONSTRUCT MINIMUM 3" AC OVER 4" CRUSHED AGGREGATE BASE OCONSTRICT 35" WIDE ORIVEMAY PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 TYPE C. O CONSTRUCT 4" WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 OSAWCUT REMOVE S DISPOSE OF EXISTING CURB AND GUTTER ANO A 2'WIDE SECTION OF EXISTING STREET. REPAIR THE STREET SECTION PER CITY OF RANCHO CUCAMONGA REQUIREMENTS. O CONSTRUCT REDUCED RADIUS TURN AROUNa PER CITY OF RANCHO CUCAM0%A STANDARD PLAN 113 15 14 I S4 7 1 7 17 TYP �2 15 O6 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 114 �� � L Q qui c o o ° at O REMOVE EXISTING POWER POLE _j LIJ m ro`a `� c� `a c `� J`� �i`a 3 `a `�$ J B CONSTRUCT CURBSIDE DRAIN IPLET PER CITY OF RANCHO CUCAMONGA PER STAM7AR0 PLAN 107-A `y y O MODIFIED TO ACCEPT FLOWS AND RELEASE ONSITE. ( SEE DETAIL HEREONc\j 1 t' ti ` 9 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101, TYPE R2. i I co CID 10 SAWCUT REMOVE 6 DISPOSE OF 2' WIDE PORTION OF THE STREET SECTION ca 11 GRIND AND OVERLAY (0.10' MIN THICKNESS) 6' WIDE PORTION OF THE STREET �.., .,» n ,»_ _ » w » - .. M ,... _, _V A._.._ „w ,, ., `.. �" _ �.. »..» -_ w .ww .. _.. _» t2 JOIN EXISTING STREET 6 MATCH GRADE EXISTING WATER LINE „.i» » �. \., �. .,, _. o w _ _ �`�`` i CONSTRUCT CURB B GUTTER TYPE A2-9 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 Ewm ` �'• CIT ChO AV.am � 4 �%� AN 107-8 EXISTING 8' ,SEWR LIhl= :., t4 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PL t5' s w CIL AAIQ4IBAL0 A 5 -- $ I5.. — 15'_ s 15� 0 t 5' s 15 INSTALL STREET LIGHT 9500 LUNEN N.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY ThE DEVELOPER a s e s a s a �, a s a" s 16 INSTALL STREETLIGHT 5800 LUMEN H.P.S.V. BY S.C.E., PAID FOR AND COOR7pINATED BY THE DEVELOPER BO Bf 82 83 ti� 84% B9 - OUT SIDE OF THE SIDEWALK. w »,»._.,,.,.. .. INSTALL STREET TREE PER G H. 7 3...:.. w:.— .z ._. _ h` t7 I LEGEND AND NOTES ON SHEET 1. EXISTING WATER LINE 4. EXISINO ul?IN EXISTS ALK Am 4 SI LX PER CITY't OWG M7. TOB '` �R "' „< CAIN EXISr.SAEWALK AM - 18 CONSTRUCT 10'x10' GROUTED AIR RAP PAD. MATCH GRADE WIDTH .: � a MATCH GRADE AND WIDTH G G _. ..,. , -- _ - — — Ai r GIF19 DATA \ �j G7J�#9 DATA QFilq DATA Q b ~ 6 CLfa9 DATA �� d= 910 3 Yl7' B EXISTING RIGHT-GF-WAY } 6 n. d= EXIST06 OWUMAO (ITIrITIE'S \ o o R g L-12.64' � PFO�D RIGHT-OF WAYJ 8. $o coo R=8.610' 8=8.00' SWU &F RAGED Ute] D L=13.10' T=8.010' T=8010 T�.55' \� ' DWY _----- -__ \\ PFXp. 8' STOW o CON 51-A T U' ai4MR \\ T -1 � PRECISE GRADING FY�W PROPOSED EARLY EDUCATION CENTER ARCHIBALD AVENUE GRAPHIC SCALE i"=40 ' 0 40 80 120 RT/W LEGEND AC ASPHALTIC CONCRETE F SIDEWALK AB CRUSHED AGGREGATE BASE 8 (2J 14 BARS 24' BCR BEGIN CURB RETURN _ _ 2'0�� A L" OVER CPA� r / / 8' CLAS PER J I ) JV y-- - --i----r�--- �1i': STD. 104, A�8 BVC BEGIN VERTICAL CURVE r / � (' ,r /� =.. CIL CENTER LINE ' W Y 310' ECR END CURB RETURN `' "'� 3 � �. 182.0� I' x SI' C.I. FIFE • FVC END VERTICAL CURVE O1 I , ' ti •.a . . FG FINISHED GRADE r, LOr J4FL FLOW LINE ` Q1 . `a EXISTING B MODIRED PROFILE A FS FINISHED SURFACE I GB GRADE BREAK MVC MIDDLE OF VERTICAL CLO4VE � H � � y B CITY OF RANCHO CUC,AMUCA 9 STANa4RO 04ANLNG 107-4 R/W RIGHT OF MAY PF O RIGHT OF WAY �° EXISTING RiGHr II= WAY NOT TO SCALE TC TOP OF CURB INDICATES SAWCUT LINE 3 .. ;:... . .,.::•. : EXIS7IPrG SIDEWALK •. .. .. �.».,...,.V.,,..W..,. ..�.�;'�..._ ._...... ............. ....... .. 2' 4' X 14' CAST IfigW PIPE S INDICATES EXISTING SEMEA O • ;=' EXIST. GiA�B 6 GUTTER (2) 14 BARS 24' LONG 4' X 14' CAST N_HANTA A-470 OR EQUAL /3 BARS 812' EACH WAY ' 13 r` .:.k FfR CITY OhG W. 650 OVER DRAIN IRON PIPE Typ I' SIDElVAtK R7a "' 13 1�+ '( 1f` �I STD. ONG. 103 s�4g r 64.a rc `.- W IPOICATES EXISTING WATER LIPS 9 6pTCJ.,. __.. w ... w _.w - ----- - (67.20 TCI PROPOSED EARLY a DWY :; `s°. (6a.5o 12 10+00.00 a V: AVENGE' �.I• .---a. .• Q . � a INDICATES COLD PLANE GRIND 4+9r5- a STREE EDUCATION CENTER sAr LINE 3' INDICATES AREA OF REMOVAL A. 64 3d TC D 10 11 ti ti 6• SEC71ONA A SECTION B INDICATES AC PAVEMENT w 169.69T0 EXIST96 DRIVEWAY (67.21 TC) � NOT TO SCALE NOT TO SCALE 64 6S TC' f'R#7Tcr IN PLACE, ( 4 I } E IS . w M ..... INDICATES PCC SURFACING i PER CITY OW AV.T 6550 � 1156 4 TCI ! T � 18 -' EXISTING SIDEWALK-� ... 3 ;.: ': : wf _.._s EXISTING THEE :.. :, '• 1 3 EXISTING RIGHr CF WAY Y � I X IL _ _ No. DESCRIPTION OF REVISION DATE APPROVER �j �� / CITY ~ �/ � 1 E 3 8 G�. o p� CITY OF RANCHO CUCAMONGA 16 t7 J ��Tl r r JM-1., �r�l J,� STREET PLAN TYP I Na ag664 3 Exv;�o>• ARCHIBALD AVENIE AND MALVEN AVENUE DRCPROO-30 ROW 2003-01373 APPROVED BY ' ,/� DATE: CITY ENGINEER ✓ (.tom RCE: Und@r9fOl.l�ld Service Alert 11bTE. 11+nTL� — DESIGN PLAN PREPARED BY. RE D INSTALL PRIVATE LAN96CAPINC3 MALVEN AVENUE CC�II: TOLL FREE ALL EXISTING OVERhl�AO Alm IFRIGATIM SYSTEM IN TI-E ��—��� RDw EPIC ENO IN E E R 3 UTILITIES LESg THAW �!V �-� AVEM�E' PAWMAY PRIOR REDUCED RADIUS TURNAROUND PER STANDARD DWG..113. -$QQ SHALL UtiA��ED TO PUX IC N"FUVEHM BEINGS DRAWN SHEET lot a FI�lMDO ewa TB.0 ooY•7iR-weo _ nn����yy�� ACCEPTED BY M CITY. GRAPHIC SCALE I "=20 ' SM%c►aa a FAX 00•M-� 2 2 w 227"LV�J�J 53564 is �'�- � CHECKED RCE: DRAWING N0. 0 20 40 60 EDP DATE 4/B/20C4 FILE No. 1895 o TWO W'ORIGNO DAYS 8810M YOU DIA i