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HomeMy WebLinkAbout1805-D PROJECT 4; o STORM DRAIN IM ROV M NT LANS, =—=r FOOTHILL AVENUE �ARRHIGHWAY Q RA N0-c1 4 n ■ 55 0 th STREET�O 8 th STREET J UPLAND 6 th STREET N.T.S CD O W Q T LW ,r DDM 24' RCP m N RnwaM 7wa BoLwnwr \ RANCHO CUCAMONGA tiF SEE SHT 2 LW '8' - SEE SHf 3 -- — — ---- n _ _ — — — — — — — — — — — — — ------- VICINITY MAP 72 71 70 00 62 1 80 59 52 51 50 40 45 44 43 42 41 49 39 38 37 3i 35 34 33 32 27 26 25 24 19 18 17 16 12 11 1 9 8 7 5 5 4 3 2 1 \ NO SCALE ur f SEE 3 I.63 23 15 13 GENERAL CONSTRUCTION NOTES � 73 6e , � j ;■ s3 4a 4a _ � _ _ _ ._ �� -. 31 � ) 20 , ; � - _ - _ -- ----- -- _ -- - - I r too 138 t39 14e 140 � 1 74 , 57 64 1 57 54 47 103 113 30 22 21 14 150 1. ALL WORK SWILL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUGMONGA STANDARD PLANS 105 I 29 137 140 147 v AND THE STANDARD SPECIFICATTONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION 102 112 150 158 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE !AT"A-10- � 66 66 56 55 . " 96 / / 114 �� � FNGfiI�ItX;�'PlAt,�- --- � � SIE SHT 2 HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADIACENT AREAS 1 106 __ - 136 I 1 146 151 ! 157 I WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED W PLACE _ � ., ___)PLACE 101 111 / Lo 141 I AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAGA. I 83 84 91 ._ 92 � ( MON SE 3 158 I 109 110 I 117 118 119 120 121 122 123 124 125 126 127 131 I 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT %ALL FAM L14MZE HIMM F WITH THE SITE AND SMI BE LAT OA-f— 76 82 t00 108 5 116 128 t29 13fl 132 133 134 136 155 OPERATIONS, WHETHSOLELY HEERFOORR NOT DAMAGE FACILITIES TO AR FACILITIES THESE L� MANS.NG DIRECTLY OR INDIRECTLY FROM HIS SEE OA 2 85 107 142 143 go Il144 145 152153 154 1 97 CREEK - C H A N N E L 1 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WMS, ENGINEERING DEPARTMENT 77 �— - ---- - OAR RCALTRA WS IOR TO ANY STA AY ENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT 81 94 U ICK 88C - I I ` INDEX MAP -- - 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SWAM BE SET AT ALL HINGE 86 I POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT 78 79 W SCALE 1"=150' ( I I NNTERVAL.S. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEINER, WATER, ELECTRIC, GAS, PHONE OR OTHER U IL.ITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 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 CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS MTD/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SFWI BE R MffTED TO THE CITY 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, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN To DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY UATEM THE SUB-GRADE SHILL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR O1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD PLAN 300. -_______________ 7 EA DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE mATERiAL OF QUALITY BETTER THAN THE NATIVE A4 TERI AL. 12. F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-MOE, A SOILS STERILANT REGISTERED BY THE EPA FOR O CONSTRUCT LOCAL DEPRESSION CASE A PER CITY STD PIAN 307----------------- 4 EA USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RAT?: FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE ® REMOVE 24' RCP. ____________________________________ 1550 LF CONTRACTOR %Wl MAKE HIS OWN DETERMINATION OF CONSTRUC77ON QUANITTTES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BUY THESE PLATS WHICH IS NOT SPECIFICALLY LISTED W THE ESTIMATE OF QUANTITIES SIAL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. O5 CONSTRUCT MANHOLE NO 2 PER CITY STD PLAN 319__--------------------- 4 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHILL 8E CONSTRUCTED AT EACH © CONSTRUCT MANHOLE NO 4 PER CITY STD PLAN 321 -____________________- 1 EA INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBRIIY FOR THE CORRECTION OF 7O CONSTRUCT CONCRETE COLLAR PER CITY STD PLAN 329--------------------- 2 EA ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHILL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL- CONSTRUCT JUNCTION STRUCTURE NO 4 CASE 1, PER CITY STANDARD PLAN 333_--_-____-_ 1 EA 16. WORK SIZE AND EXTERIOR STREETS SHILL BE N A NEAT, tXEMi, WIZARD FREE; ORDERLY STATE, T1HHR0I(JGFIOIIT O9 INSTALL 60" RCP - 1500-D71 LF CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10 INSTALL 24' RCP - 2000-D ______________________________ 66 LF ------------------------------ 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR t0 EXCAVATION. PROVIDED ARE THE FOLLOWING: A. GENERAL TELEPHONE 1-800-483-3000 11 INSTALL 30" RCP - 1500-D -________---__________________- 202 LF B. SOUTHERN CAL1F'ORNUA GAS COMPANY 1-800-427-2200 RES. 12 INSTALL 39" RCP - 1600-D ---------- -------------------- 289 LF 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO CA 91762 13 INSTALL 54' RCP - 1500-D __________ ____________________ 301 LF C.000AMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD 14 CONSTRUCT MANHOLE NO, 1 PER CITY STD. 318-_______________________ 1 EA RANCHO CUCAMONGA G 91730 15 CONSTRUCT SIDE DRAIN INSTALLATION PER US ARMY CORPS OF ENGINEERS,_-_-_--_-_- 1 EA E.CHARTER COMMUNICATIONS 10808 FOOTHILL BLVD. 1120 (909) 987-6275 LOS ANGELES DISTRICT STANDARD PLAN "JUNCTION S fRUCTURE "C", CASE II. RANCHO CUCAMONGA CA 91730 (909) 880-0222 ENRTY ANGLE = 45'. SEE DETAIL SHEET 3 STUART KING (909) 343-5165 16 CONSTRUCT JUNCTION STRUCTURE NO 2 PER CITY STANDARD PLAN 331 ______________ 1 EA 18. USE BEVELED PIPE FOR 22.5' do 45' RADIUS BENDS. CITY DESCRIPT10N OF REVISION DATE APPROVED SAFETY RESPONSIBILITY CITY OF RANCHO CUCAMONGA CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE PLAN AND PROFILE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO STORM DRAIN IMPROVEMENT PLAN NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH _ LINE ~A" & *B* — PRIVATE STORM DRAIN THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE _ UNDE F\GRGUND SERVICE ALFRI SEAL NEGLIGENCE OF THE OWNER OR THE ENGINEER. F e , CALL TOLL FREE TRACT NO. 15540 1-soo EXISTING UNDERGROUND STRUCTURES pFESSI APPROVED BY DATE , 227-2600 QR oN �, � / r-}-- S AHI E4�'�C CITY ENGINEER'` V �- �-L ���� � �{ �" RCE N0. 24x53 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS TWO WORKING DAYS y ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO - - Q NO 25742 z DESIGN Jn HIELMAN RECO ED � EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL Exp 12-31-2W5 N V3I N E E?R S PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES * * DRAWN S.Z. SHEET Q 221 S GLASSELL ST ORANGE, CA 92866 NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PRO- clvl\- F (714) 744-9700 FAX (714) 744-9312 1 of 3 TECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGALERT cA` CHECKED KJ DRAWING No. RCE N0. 25742 AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. qTE� .1/05/OL FOIE NO BENCHMARK N 1 44: ; y . o. 00 __j { - +... j' -.d .--• {._ ,._._. t..- -y --� --f .'_ -1-_-_. y_. .} _-+..__-; -. ..; ♦_ 1. j. -..{ -- «._ ,_ i. --{ ..., -- } d t l d { + 4 -1 p --t t -t- . + -� } i t -+ r { _+ { -1 - } t -{ -+ - 1 -+ t < #. .k.. ..y r- +- -+- --# -+ f- �- --+ I r : * j i -1 A f'tf�kT� RM D W j i 1 � I I 1 f I I I i i r I i 7 I ! ,1 E 1 : i } i a � � t # -! � t { r � , s + x � 1 t $ � � s --J F + � + + + a ;- e, a-. g. .t_ _}- _� } _ � -F- _� - -s d i_ �_ ..t. -. � -+ --I ` a --j l__ + ._} .. _� _ y_ �- N CONCRETE r -t FD DRIVE PIN WfIN COUNTY SURVEYOR TAG I I - i I i i r i I i i f I i i CURB ON NORTHERLY ID I � i I t L SIDE OF FOOTHILL BOULEVARD AT j j i i { E f - - THE NOTHERLY PRODUCTION OF CENTERLINE OF BAKER AVE . _ - T - - ; - - _ PACIFIC _ - _ _ _ _ _ _ .__ _ -_ _ _ J _ + . y __ 1 + , __i _ _ ¢. _ _, _ _ a- _ _- - - _J i OF CENTERLINE OF SOUTHERN _+ - -+ d t -� i 1 -f ' i � � r 1 � ; t � t t + t r � b � } -t I- { + t _+ 200 00 EAS RAILROAD TRACKS OVER FOOTHILL 1 4 0 00 LL BOULEVARD 001 3 C Q FS i 1 S EDIT i 2100' D IEAS�M __ _ _ - _ _ - _. __ _. -- _ _. __ _. __ _ _-. _ _ _- _ _ _ -- - - - - -- -- -- - - - - - -. _ a. t _ff 1._.. _.. i - - ._ j._-. ,- _r_. a __ a- y + L a a -i a a 1 { + t - j- }- - a- j i +- + - -+ - a - 1-. l X12 ff�5 I -t r + { fi 1 i i t t ; I 1 t i ( i s e 1 i I ! 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IFPS I I I I I I I I i I i I 1 _ _!___. 1 1 __1 _ _ d_ _1 _ I 1 1_ -- _, 1 --. �__ t __,173.2 1 P 30i' CP ;1500 D , _ 1 0=7 1 F = _ (* i 1 + 1 f ii - - - -- I - 1_ _ 1. _ 1 _� _ _ _i - J_ _a - . ,. - : , . i , ; 145.60 P LF 3 RC 1500 131.33 LF SCP 1600 D 10.76 L<>* 2 - 4 1 ! ; I t 1 ! + { _ _ _ I - ., 4. t i , .. _,..._. ._-_z._-..1_-..- .i.__._l_._._a.__._4..-_.{ -.-_i-.-.. + _+ -. 1 . _3. _1. - _ _; _. _ _. .. _ - - i : RCP 2000-D + I I I 0 1 2 3 4 5 0 1 CONSTRUCTION NOTES O1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD PLAN 300, W PER PLAN. �5 JUNCTION STRUCTURE NOTES 20 CONSTRUCT LOCAL DEPRESSION CASE A PER CITY STD PLAN 307 - - (SEE STREET IMPROVEMENT PLANS) 39" RCP 1. ALL BARS SHALL BE J4 O 12" - � 2. EXTEND BARS FROM BREAKOUT LIMITS 12" INTO JUNCTION ® REMOVE 24 RCP. SCALE: 1"-40' � STRUCTURE. EXIST. CHANNEL 3. ALL CONCRETE SHALL BE 4,000 PSI A GRADATION FOR INVERTS O CONSTRUCT MANHOLE NO 2 PER CITY STD PLAN 319 6 ` $ WALL AND B GRADATION FOR WALLS. OCONSTRUCT MANHOLE NO 4 PER CITY STD PLAN 321 f BREAKOUT 4. CONSTRUCTION SHALL BE IN ACCORDANCE WITH USACE "SPECIAL 6 N +00 � LIMIT PROVISIONS FOR CONNECTING DRAINS TO CHANNEL WALL." 7 CONSTRUCT CONCRETE COLLAR PER CiTY STD PLAN 329 c 91 w 5. LAP ALL REINFORCEMENTS a' \ 6'' 0 17' 6. 48 BAR DIAMETERS 10 INSTALL 24 RCP - 1500-D c �, (0 � 2 #6 BARS IN INSTALL 30" RCP - 1500-D `' " PRIVATE STORM DRAIN I <_ Q,Z, Q� 0 12 INSTALL 39" RCP - 1600-D M f m m 8" TYP 14 CONSTRUCT MANHOLE NO. 1 PER CITY STD. 318 `r = -- -- L� CHANNEL R/W \ 15 CONSTRUCT SIDE DRAIN INSTALLATION PER US ARMY CORP OF ENGINEERS, CHANNEL R/W B ,� , LOS ANGELES DISTRICT STANDARD PLAN 'JUNCTION STRUCTURE "C", CASE_ N. \ + ACCESS ROAD PO ; EXTEND EXIST. ENRTY ANGLE = 45'. SEE DETAIL SHEET 3 LAT 'B-1" 3 � o REINFORCEMENT 1 , C CHANNEL AS SHOWN / / �- . <v4, 0 ,��� \ 1 2 / ; ,/` / 1 17 I I CHANNEL WALL t- . 2" TYP 5� 8" TYP -- - rix 4� y xs // ;,�v f, / , o0 1 G'� Q / tO I I ��� �.' S.D. EASEMENT I 3/4" CHAMFER, TYP. EXISTING 24" RCP x,'L• �'�, // \ TO H.O.A. 1.50' J4 12" O.C. O eC, H 4 IF /, \\�� ` 61 50' 18' I 18 I BOTH WAYS 12" v - A /, 1 1 6 12 'd CHANNEL WALL ())c 11 .�GQ `Le F - / I /C - �\ I � II 0 i 2 #6 BARS BREAKOUT 2" TYP i I I c SECTION A-A -- -- - - ' / �� I I I z I SCALE 112"=l ' d `° e o / ,ti o15 5 0 I JUNCTION STRUCTURE DETAIL SECTION B-B o� / W 35 co °"° " �,�� 1 14 3k�F,c 5 �k°` �� 1 15 + m , NO SCALE I Ln++ p+ / ,/\ / - ' 1 �m w I � SCALE 112"=l ' / o D J nn r, I / x�$g� -------- --- - I - E I I Z J� ' ryT � ` 4 Kao m I 11�ACT BOUNDARY 4 ; f l/' / - I r- / , .__ . t _.___ _._. / 113 CHANNEL / /� / 1 1 2 C'��xS �? 0 1 ,� I I STA: 817+76.44 �a .s� oo W � DESCRIPTION OF REVISION LAT *B-2" 1Q � . to 110 - kx` ri I B. S� z± 1 I I c/E CITY OF RANCHO CUCAMONGA 2 I PLAN AND PROFILE • EXISTING CHAIN kx ���' LINK FENCE a/ STORM DRAIN IMPROVEMENT PLAN 7 � SEAL LINE "$n LINE "B" PRIVATE STORM DRAIN QR�ESSION APPROVED BY DATE � • LINE TABLE S I H 1E� -< CITY ENGINEER ��t �.� fl,t'_��� �1��{"� RCE N0. 24953 I« BEARING DISTANCE CURVE TABLE NOTE: LINE B" TO BE MAINTAINED BY ���� q��y N 34.31 'S9' W 12,48' # e R L T HOMEOWNERS ASSOCIATION, INCLUDING - DESIGN JTT REC G N 89.56'44' W 32,96' A 55'24'45' 45: 00' 43,52' 23,63' PORTION WITHIN DISTRICT RIGHT-OF-WAY. NO 25742 z HIELMAN Exp 12-31-2005 A TI'iV C i I N I?I3 R S N 76'43'48' E 91 ,48' B 13'19'29' 90: 00' 20.93' 10,51 ' I N 34.02'24' M 27.88' C 691348 90, 00' 108. 75' 62. 12' Q' 80' 120' 160' * * DRAWN S,Z. SHEET J N 89'56'44' W 51 .60' -- - _ _ ,,.: - _ 92866 D 55'54'19' 45: 00' 43:91 ' 23,88' tiQ 221 S GLASSED Sr FAX (714, 7 -931 N 50.05'34' W 13.99' E 39'51 '10' 45_: 00' 31 .30' 16.31 ' 1" 2" 3" 4" '9 CIVIL E �� (�14) X44-9�0o Fi1x (714) 744-9312 3 of 3 DRAWING SCALE 1"=40' OF V RCE NO. 25742 � Q CAL CHECKED //GN0. �� DATE ___L SL 1-18/02 FILE NQ- V 5`