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HomeMy WebLinkAbout1531-D GENERAL NOTES N cHo _ P 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO GENERAL DYNAMICS c CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BENCH MARK. G - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE P.M . 14647 CODE-B TYPE -BOLT STAMPING- SB. 4 FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CO. B.M. 01091 SETTING CLASS- 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER LIGHT STRUCTURES SPECIFIC O METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE SETTING-1"RND HD BOLT IN CONC. RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE CURB. LOCATED 6 MI. N/E FROM STORM DRAIN IMPROVEMENT PLANS THE CITY OR TOWN OF ONTARIO SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THECITY OF RANCHO CUCAMONGA. AVE. CO.C AND ND 4TT CORNER MILIKEN O AVH ST. 0.5 FT. W OF 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH PARCEL MAP N0. 1797 DROP-INLET ELEV.=1035.881 FT. Z THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES �E OF R/R RIGHT OF WAY TRACT N0. 2204 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE PROJECT SITE - --- SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING etn /01srRE>T n U D DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. z PARCEL 10 g a PARCEL MAP 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR �- NOD. 9508 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ' 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING z 4th ZSTREET J ORIGINAL GROUND AN ALL SUB-GRADES SHA1L BE PERFORMED AT NO COST TO THE CITY OF RANCHO Y W r 4CD CUCAMONGA AND A WRITTEN REPORT WITH "HESE COMPACTION TESTS SHALL BE SUBMIT'ED TO THE a W rn CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. a CONSTRUCTION NOTES QUANTITIES L u 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE CITY ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION VICINITY MAP y O CONSTRUCT 18" R.C.P. (D-LOAD PER PROFILE) 59.54 L.F. QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS N.T.S. "A"�kfXARD >TM s - BEET WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED PARCEL 13 m z O2 CONSTRUCT 36" R. C.P. (D-LOAD PER PROFILE) 235.86 L.F. AS INCLUDED IN THE OTHER ITEMS OF WORK. z CONSTRUCT CATCH BASIN PER CITY STD. 300 a. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR IY W=18', V=5.64', H=4" 1 EA. THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON B REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY IV ® CONSTRUCT CATCH BASIN PER CITY STD. 300, W=10', H=4 V=6.00' ENGINEER FOR APPROVAL. PARCEL MAP NO. 5194 B DIMENSION MAY BE LESS THAN 3'-2" DEPENDING UPON THE LOCATION PARCEL 11 PARCEL 9 OF FIBER OPTICS CONDUIT. MIN. DIMENSION FOR B=28" 1 EA. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY o 5 CONSTRUCT CATCH BASIN PER CITY STD. 300, W=25', H=0', V=8.46' 1 EA. STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A; H=4" 204.35 S.F. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT PARCEL MAP No. 6544 PARCEL P No. ezoa SHEET 2' a HEET 2 LIMITED TO, ENCROACHEMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION j I 1 a QQ REMOVE EXISTING CURB & GUTTER AS NECESSARY 82 L.F. PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM SOUTHERN CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINING WORK ON THE PROJECT. - - 6th STREET - _ - - ® REMOVE EXISTING A.C. PAVEMENT AS NECESSARY 760 S.F. 11. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS t PARCEL 12 Q REQUUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. REMOVE EXISTING 6" P.V.C. BLEEDER PIPE AS NECESSARY 400 L.F. I ' I 12. TRENCHING BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF Q CONSTRUCT 0.40' A.C. PAVEMENT OVER 0.60' AGGREGATE BASE / i RANCHO CUCAMONGA STD. DWG. NO. 341 TYPE I. (TRENCH REPAIR PER CITY STD. No. 120) 912 S.F. (� PARCEL 2PARCEL 3 1 1 CONSTRUCT PIPE CONNECTION PER CITY STD. 328, CASE 3 1 EA. 13. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. PROVIDED ( �11 PARCEL 8 (/ FOR YOUR CONVENIENCE ARE THE FOLLOWING: 1 to © CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY STD. 331 A=43', B=36", C=4.2', D=60" 1 EA. A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE P.O. BIN 638 TELEPHONE: (909) 987-2591 ® CONSTRUCT 12" R.C.P. BLEEDER PIPE (D-LOAD PER PROFILE)) 364.6 L.F. RANCHO CUCAMONGA, CA. 91730-0638 PARCEL 1 3 OS CONSTRUCT 8" CURB & GUTTER PER CITY STD. 104 12 L.F. B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART 3 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 - S REETZ © PROTECT EXISTING 6" P.V.C. IRRIGATION SLEEVE IN PLACE FONTANA, CA. 92336 PARCEL v _ CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY STD. 33.6, 1 EA. C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER �ENnr © A=44.5', B=66", C=5.78', Di =66", D2 =66" P.O. BOX 97 TELEPHONE: (909) 394-3835 STREET ® CONSTRUCT 66" RCP WITH RUBBER GASKETS (D-LOAD PER PROFILE) 86.0 L.F. SAN DIMAS, CA. 91773 - 1 I I 19 REMOVE EXISTING 66" RCP 12.8 L.F. D. GENERAL TELEPHONE ATTENTION: JOE MITCHELL 1 1 PARCEL 6 585-A NORTH MOUNTAIN AVENUE TELEPHONE: (909) 949-8208 PARCEL 5 ( ® CONSTRUCT HEADWALL PER CALTRANS STD. No. D90, TYPE A (SEE DETAIL, THIS. SHEET) 1 EA. UPLAND, CA 91786i PARCEL 7 -' ® CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 1 EA. E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI I 1 -- --- a OF SOUTHERN CALIFORNIA TELEPHONE: (909) 392-2419 L - - - J SHEET 3 I ® CONSTRUCT 24 C.M.P. (16 GAUGE) 44 L.F. P.O. BOX 54153 TERM. ANNEX C0�5TiCuCT�9"X7fo ELIAPT/CAG CONC�CET� P/oE�350-D�[d/TA/POLYU�PETN�4it/E LOS ANGELES, CA 90054 _ MONUMEW ® EGASrOME�/C�5/CfI FGE,�. 2C OSP EQUAG)JO/A/T SEAC A,!/T Z 1.8 INSTALL 1/2" STEEL PLATE 5'-6"W X 7'-O"H WITH 36" 0 OPENNING AND 1/Z 1 EA. - PROTECTIVE BARS AT 6 SPACING O.C. ® CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY STD. 331 PARCEL MAP No. 6194 A=73', B=18", C=1 .5', D=36" 1 EA. ® CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 2.04 C.Y. INDEX MAP I a3 CO.(/5TcX7-T,cA'rS/T/ON srexrelrc'vO 3 PET C/TY 3TD.33G ® CONSTRUCT 24" TEMPORARY END CATCH BASIN PER CITY STD. 311 1 EA. D/- 4B"X 7G"ELL/PT/CAL JECT/GW,OZ`GG " /EA. SCALE: 1 " =500' � � , Ez . Z-� �� o. TE. �i/vEs �N �c�ac'E APP/Coxin�ArE[r ® CONSTRUCT MODIFIED (VARIABLE HEIGHT CURB SIDE BASIN OUTLET- 6.14 C.Y. fA,SE MEDIUM CAPACITY PER CITY STD. 107- . SHEET INDEX /G� TO GY.Eq.0 PICOP05EDP/PE 0&,0 COit/STieUCT COx1C.PETe E/�/CASEMEit/j ® CONSTRUCT CONCRETE TYPE D1 -8 A.C. CURB PER CITY STD. 104. 18 L.F. �� 067-416 SJ10A(WGN5Hr. 3. E;rr& OR itli.t�i�v u Of 1 . TITLE SHEET _•"••-��"••�••» •D "••Q 1.5 L.F. PA5r6-0GE 0,c- 0/46: T.rEi(/CN. LEA. ® CONSTRUCT CONCRETE CUTOFF COLLAR PER DETAIL SHEET 3 7.82 C.Y. !!C-A..w.....•,. s• r a r.�...,.......... r{ N TM{ T..N Y.F [N.M.rn.4w,..-•.y.N Tyn M•wr r.•.M.ww• ySy .,•..CY^"'M r.Wr.r wMMM r M.w,• e••.rpN�rN [1• 4 2. STORM DRAIN IMPROVEMENTS / DETAILS �--'--~�•x rw.•. ^ ......T•.. .: . - - ---____ . - . -I � I . � I I � I I ­ . : I � I � I � � � I � ­ : � I � � I I I I . � . � � I � I ; I � I 11 I I � I I I � - I . � I � I -1 I � � I I � 11 � I � � ' 'I I � � � � � ­� I I � : I _. I � -1 : " � z I I z ; I z I z. � z � : - �, � :; I . I I � I � . � I I � I . , � . � : � . �. � � . . � t �. � I � . I , I 11 � I . : � 11 � , I I i . . � : . � � . : . ; � . � : � . : � I � � : � I I : . � ,� . I z I q . i � . � I I . � .. : � � z I . I t . I � 3 : I I I � I I , I SB. CO. B.M. 01091 -1" RND. HD. 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MILLIKEN = 0 11 rl- - 1 ::� .,10� I ES AVE = 53+07.64 (� 6TH ST- I- Lj L� �- > 0 C0NS-1R0(__'I ,36" rk.�_ .F. 1,1 �6u_ - D) (0 2 V) < a� " I LLJ N I I I T I r T_ 0 ui tn �> I 1 l`_ z I I (�) CONSTRUCT CATCH BASIN PER CITY STD. 300, W=25', H=O", V=8.46' (D n . `_' Lli 3.- c� bi C) T _j �- i.-_ > vi (n I I 11 11 Z T uj .,� al ui - 0 < 0 a- @ CONSTRUCT LOCAL DEPRESSION PER CITY SDT. 307, CASE A, H=4" l__ 20' . 121� l`_ z _j cl- 0) - =i [) in . - u u 't I < 0 - Of 0 32' - J�3 11 - U) >_ �_ , _ T 0 � C4 (:14 - I,f I w x L�j z U) - I I z Li EE E CAI DFPRFSSION) AS NECESSARY U-) 0) I- 6 V -' Ll Q� w CITY OF RANCHO CUCAMONGA (0 00 Ln 6 _T - _tj� � __ U-) d . z 44' j 0(0yri) cir ��n Ilt ,zt cl� C14 ff� . ___ _- 0 6 Ln u-) `_ - CD , . - STORM DRAIN IMPROVEMENT PLANS + + Ln o 11 rl) I 1 6 00 �� L C14 ") �_ V) 0 rg_,� �.D (0 x :_�, 0 + 5� ck� co + V) \�Y� REMOVE EXISTING A.C. PAVEMENT AS NECESSARY " " L�j n +tn + r-- x O" L'I a- 0 N L11 - (0) REMOVE EXISTING 6" P.V.C. BLEEDER PIPE AS NECESSARY I SIXTH ST. & MILLIKEN AVE . & CONSTRUCTION NOTES (9 \1ifj I t (j) CONSTRUCT 18" R.C.P. (1250-D) ro-) (@ CONSTRUCT 0.40' A.C. PAVFMFNT OVFR 0.60' AGGRFGATF BASF CLEVELAND AVE. AND SIXTH ST. �_U� REMOVE EXISTING A.C. PAVEMENT AS NECESSARY ETE COLLAR PER CITY STD. 329 (TRENCH REPAIR PER CITY STD. No. 120) Q CONSTRUCT 36" R.C.P. (1 00-D) (@ CONSTRUCT 0.40' A.C. PAVEMENT OVER 0.60' AGGREGATE BASE If-_Is 11 (9 CONSTRUCT 12" R.C.P. BLEEDER PIPE (1300-D) R �Ess/o I . (TRENCH REPAIR PER CITY STD. No. 120) q5 CONSTRUCT 24 TEMPORARY C.M.P. CATCH BASIN PER 1;z� I APPROVED BY: ) . DATE: cj? - ,�"/ � (�) CONSTRUCT CATCH BASIN PER CITY STD. 300 CITY STD. 311 @ CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104 Id- 6f�� ,� / 2W RCE No. 24953 ' W= 18', V=5.64', H=4" . i5l, CITY ENGINEER / V1 C�,z /I 1 -0- 2 -_ I e - - ONNECTION PER CITY STD. 328, CASE 3 �� CEAZAR V. AGUILAR 0- RECOAMENDED: @ PROTECT EXISTING 6" P.V.C. IRRIGATION SLEEVE IN PLACE Q> O'll DESIGNED BY w 11 (�) CONSTRUCT CATCH BASIN PER CITY STD. 300, W=10', H=4 11, V=6.00' cx_1 41679 _P0 - cpsc = V Cv0E-R*A .FbF- No. RJD 111111111111111111111111111111111111 11111111111111111111111111111111111111 04;�.&. it 12,1 j 9+ B DIMENSION MAY BE LESS THAN 3'-2" DEPENDING UPON THE LOCATION @ CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY STD. 331 (P CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 .0 * E:N0IN1EE:R1N0 ORC>UP. INC OF FIBER OPTICS CONDUIT. MIN. DIMENSION FOR B-28" A=43*, B=36" , C=4.2', D=60" Ar��, Exp. 03-31-96 "WN BY: P.O. BOX 1456 SHEET rr-"\ 0 CONSTRUCT 24" C.M.P. (16 GAUGE) ** " CONSTRUCT MODIFIED (VARIABLE HEIGHT) CURB SIDE BASIN OUTLET- � ARB 2 3 =4" RIVERSIDE, CA 92502-1452 - OF �� EPRESSION PER CITY STD. 307, CASE A; H MEDIUM CAPACITY PER CITY STD. 107-B I I - e OF c CHECKED BY PH. (wg) 569-03M FAX (909) 686-8091 "WING No. 1111 I . I � -1 I .1 I I I I', � I I I I I I ir i Ri I � k I I f I I Z�. �1 I I I I I t I I I 1. I I -1 I I I I I I � + I i 1 136 1 1 1 .- , I I j I , I I I 1. A I I I , I - ,f N�3 .1 11 ,,� x I 1 7� t , - I IL I _T 15 �r I � f Al I I I A 4 1 1 i 9 I i I I 1 I - I - I . - I t I I I - � -1 4 �1! : E E E 0 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY STD 331 0 CONSTRUCT TYPE D1 -8 A.C. CURB PER CITY STD. 104. . CVA VJA%A4\;- tq�i* I A=73*, B-18" , C=1 .5', D=36" - vi - CEAZAR(V.1 AGUILAR RCE 4ir,79 DATE 153 � - . 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SPACING O.C.F.L. 36"0, OPENING HER I I _­EX.W (4 EA.) 2' 6" E TEL 6" TYP. Typ. �A EXIST.4TH STREET 0 4(0 00 EX.S c A G TE 23.58 F.L. 1 2" • 4. -1 2"EX. 10'W X 3'H R.C.B.ICITY LIMITS 12" 5,, 15" 1 2"F_ 1/2"OX6" HILTI KWIK-BOLT—J I 11 (3 L 23.50 F.L. OR APPROVED EQUIVALENT Ab 4' EXIST. 66" RCP S.D. PER CITY _)WG No U- AND NUT (4 EA.)sH_ _5b_ OF 4 1 DWG. No. lo4q, T, L A 04 0 PROTECTIVE BAR DETAIL CITY OF ONTARIO 4-FT CUTOFF WALL 4 '4 SCALE: 1" = 1(SEE CALTRANS STD. PLAN EX. CURB & GUTTERS _w 18"— INTERIM STEEL PLATE BULKHEAD D90 FOR REINFORCEMENT)SCALE: 1 2' 12"-4 THIS PLAN SHEETIS SUPERSEDED 13Y THE PLAN SHEET' LA17ELED ASOL11L7, CHANNEL -,�L EXIST. DATE*D 612619_'�r, BY CASC E/YGlNEER/�lG GROUP. EXIST. Ld SECTION A—A GTE M,H. W 0 SCALE: 1"=2' CONSTRUCTION NOTES CITY DESCRIPTION OF REVISION DATE APPROVED REMOVE EXISTING CURB GUTTER AS NECESSARY CONCRETE CUTOFF COLLAR PER DETAIL SHOWN THIS SHEET < ro`� �_O� REMOVE EXISTING AC PAVEMENT AS NECESSARY CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY CITY OF RANCHO CUCAMONGA Z TOP OF STEEL (fi STD. 336-1 D1 =48" x 76" ELLIPTICAL SECTION, D PLATE C4: 0 CONSTRUCT 0.40' A.C. PAVEMENT OVER 0.60' AGGREGATE BASE 2 -6 6" STORM DRAIN IMPROVEMENT PLAN 0 (D (TRENCH REPAIR PER CITY STD. No. 120) RAISE EX. 2-4" G.T.E. LINES IN PLACE APPROXIMATELY 0 co 1 .6' TO CLEAR PROPOSED PIPE AND CONSTRUCT + x CONSTRUCT 8" CURB & CUTTER PER CITY STD. 1 04 3-3/4!' 5/1 6" R 0 W CONCRETE ENCASEMENT PER DETAIL SHOWN THIS CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY STD. 336 SHEET. EXTEND ENCASEMENT A MINIMUM OF 1 .5 L.F. 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