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HomeMy WebLinkAbout1737 1 GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - 1997 edition, including � FOOTHILL BLVD. its annual supplements of amendments. Contractor shall be familiar with and shall be responsibleOF CITY 10 CU CAM ON GA RANCI Gp. for adherence to these Standards and Specifications. SPS' 0G > > z 2 2. All pipelines or substructures of any kind, telephone or power poles, wafer meters, 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, replaced, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. J. Any contractor performing work on this project shall familiarize himself with the site and shall ARROW HWY• 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. W D STREET IMPROVEMENT P1 ANS z z 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering ST. i Department prior to any encroachment or construction within any City of Rancho Cucamonga easement or right-of-way. y. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all FOR hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more ST' than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at 9 warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be TH S constructed prior to paving. ARCHIBALD AVEN U E 7. Compaction tests of embankment construction, trench backfill, compacting original ground and - PROJECT all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written 1° LOCATION report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the City Engineer. VtCNW MAP Listing all tests or determinations completed to verify stability oil content and gradation of NOT TO SCALE asphalt paving. 9. Prior 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. EXISTING 10. Paving shall be performed in accordance with R- Value and Pavement tests taken to 10' DEDICATION determine structural sections. 3 3 VARIES 108Ft. T❑ 118FT. CONSTFUC TION NO TES AND ESTIMA TE OF4 UANTI TY 11. When improvements are to be placed on native soil which consists of a rocky material, the VARIES - 58FT, TO 68FT. 50' 1A REMOVE AND DISPOSE OF CURB & GUTTER. sub grade shall be prepared by removing all rocks which protrude above the sub grade and all 3 2� MAX. SLOPE � 380 LF voids or depressions shall be filled with a fine grade material of a qualitybetter than the native w 11 TO 22 a6 36 14' 10' 1B-RELOCATE EXISTING SIGN. 6 EA material. NEW CURVILINEAR 10' i SIDEWALK ( SEE 1C ADJUST GTE MANHOLE TO GRADE AND INSTALL TRAFFIC COVER (IF REQUIRED) 2 EA 12. If the asphalt concrete is to be placed on re, a soils sterilant sub- radeistereb d the ' , ST. IMP. PLAN) 1 g g y XIST. AC EXIST. CURB, GUTTER do SIDEWALK o- SAWCUT EXIST. AC PAVEMENT 1 FT, FROM EXIST. GUTTER & REMOVE 380 LF E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturers I PAVEMENT 0 BE REMOVED FOR I & REPLACE IN KIND. recommended rate for the full pavement width prior to paving. 1/4' PER ( RIGHT TURN POCKET 1E REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION 2 EA FTT -- ,SL❑P E -L-=- %=----_--- __-----1' __ 7/�7// ---- le1FRELOCATE EXISTING GUY POWER POLE (BY OTHERS)13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, ____-= - 1 EA the contractor shall make his own determination of construction uantities before submittin aJq 9 1G REMOVE EXISTING SIDEWALK. 6,500 SF - NEW CURB, GUT. & PVMT. bid Any item of work required by these plans which is not specifically listed in the estimate of FOR RIGHT TURN POCKET 1 RELOCATE EXISTING TRAFF NA P R TRAFF NA PANuantities shall be considered as included in the other items of work. H IC SIGNAL E IC SIGNAL L 1 EA q EXISTING MEANDERING XI ij4WIB L EXISTING CRUSHED SIDEWALK FRt AGGREGATE BASE EXISTING T WIDE 1I ADJUST IEUA INDUSTRIAL WASTE LINE M.H. TO GRADE. 2 EA 14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed at EE (TO BE REMOVED) COMPACTED SIDEWALK W/ A CURB each intersection. EU GRADE AT BACK M WALK LK 1J REMOVE EXISTING 4" DIA. STEEL IRRIGATION SERVICE. 1 EA 15. Cit approval of plans does not relieve the developer from responsibility for the correction of a—PROTECT IN PLACE. 2 EA Y Y error and omission discovered during construction. Upon request the required plan revisions shall ARCHIBALD AVENUE3O-CONSTRUCT TYPE (A2-8) P.C.C. CURB & GUTTER PER CITY STD. 104 795 LF be promptly submitted to the City Engineer for approval. NOT TO SCALE (4>—CONSTRUCT SIDEWALK (W=6') PER CITY STD. 103 860 SF 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout &CONSTRUCT LIMITED ACCESS CURB & GUTTER PER CITY STD. 105-C 26 LF construction. Site shall be cleaned upon request of the inspector. INSTALL STREET TREES PER CITY STD, 501 42 EA 17. Contact all Utility Companies as required, 48 hours prior to excavation. l'1- INSTALL STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET LIGHTING Provided for your convenience are the following: STANDARDS (9500 LUMENS) HPSV BY SCE, PAID AND COORDINATED BY DEVELOPER 4 EA CONSTRUCT CURVILINEAR SIDEWALK (WIDTH = 4 FT.) PER CITY STD. 114 3,275 SF STORM DRAIN SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT (909) 387-2800 9 825 EAST 3RD STREET CONSTRUCT CURB RAMP CASE "C" PER CALTRANS STD. A88A 2 EA SAN BERNARDINO, CALIFORNIA 92415-0835 10 CONSTRUCT ---- A.C. OVER ---- A.B. (MIN. SECT. 5.5" A.C. ON Y CAB) 3,800 SF SEWER CUCAMONGA COUNTY WATER DISTRICT (909) 483-7440 11 CONSTRUCT DRIVE APPROACH PER CITY STD. 101, TYPE C 2 EA 10440 ASHFORD STREET 12 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300 2 EA RANCHO CUCAMONGA, CALIFORNIA 91729-0638 INLAND EMPIRE UTILITIES AGENCY (909) 357-0241 13 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY OF RANCHO CUCAMONGA STD. 307 2 EA 9400 CHERRY AVENUE #A 14 CONSTRUCT 36" RCP ( D-LOAD PER PROFILE ) 84 LF FONTANA, CALIFORNIA 92335 15 " " " PROTECT 8 SEWER LINE IN PLACE ACCORDING TO CASE 2 ON SHEET 6 OF 7 WATER CUCAMONGA COUNTY WATER DISTRICT (909) 483-7440 BEFORE CONSTRUCTION OF THE 36" STORM DRAIN 2 EA 10440 ASHFORD STREET RANCHO CUCAMONGA, CALIFORNIA 91729-0638 16 CONSTRUCT CURBSIDE DRAIN OUTLET - LOW CAPACITY PER CITY STD. 107-A. 1 EA INLAND EMPIRE UTILITIES AGENCY (909) 357-0241 9400 CHERRY AVENUE fA FONTANA, CALIFORNIA 92335 LEGEND: METROPOLITAN WATER DISTRICT (909) 593-7474 700 NORTH MORENO AVENUE LA VERNE, CALIFORNIA 91750 GRIND PAVEMENT, OVERLAY 0.1 GAS SOUTHERN CALIFORNIA GAS COMPNAY (800) 427-2200 SAWCUT 1' FROM EDGE OF GUTTER & REMOVE & REPLACE A.C. PAVEMENT WATER SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 A.C. PAVEMNT 7951 REDWOOD AVENUE - - FONTANA, CALIFORNIA 92336 CURB AND GUTTER TELEPHONE GENERAL TELEPHONE COMPANY (800) 483-3000 CABLE COMCAST (909) 983-9895 CATCH BASIN W/LOCAL DEPRESSION 1205 DUPONT STREET ❑ PULLBOX ONTARIO, CALIFORNIA 91761 STREET LIGHT MARKS CABLEVISION (909) 987-6275 STREET MARKERS 10808 FOOTHILL BOULEVARD �y120 NO. DESCRIPTION DATE BY RANCHO CUCAMONGA, CALIFORNIA 91730 0 STREET TREE OWNER/DEVELOPER: REVISIONS STORM DRAIN SD PROPOSED DAYBREAK PROPERTIES S ------ EXISTING SEWER CITY OF RANCHO CUCAMONGA 9007 CENTER STREET ------ CA 91730 — RIGHT OF WAY RANCHO 1 -8118NGA, STREET IMPROVEMENT PLAN FOR Underground Service Alert (909) 481 -8118 L/ST OF STAIIlDARD PLANS(909) 481 -8122 FAX -- - - -- - -_ .___ - - -- — - — — STREET CENTER LINE f R y,, Cat TOLL FREE STANDARD PLANS FOR TNF CITY OF RANCHO CUCAMONGA,MA Y 1992 EDI TION FL FLOW LINE ARCHIBALD AVENUE �C CIVIL ENGINEER: TC TOP OF CURB 1-800 101 OR/VE APPROACH & SIDE-WALK FROM 4TH ST. TO f 1000 FT. NORTH 1� LAUGHLIN & ASSOCIATES 702 HANDICAPPED ACCESS RAMP FS FINISH SURFACE SOF ESS/O 422_ 3949 LEXINGTON 10.3 SIDEWALK AND RAMP LAYOUT AND JOINT DFTA/I 3. LAO CHINO, CA. 91710 104 CURB AND CUTTER-&4RR/ER -----;Z----- EXISTING POWER POLE '� G / Lr: TWO WORKING DAYS BEFORE YOU DIG (909) 628-9446 - PQM y<� <IN APPROVED BY `% � \ � DATE 106" A CROSS AND LONG/TUD/IVAL GUTTERS CITY ENGINEER ;�/i.� C'�1.� Y/ ���� R.C.E. NO. (909) 465 6454 FAX 114 CURVIUvEAR SIDEWALK 1�� EXISTING TRAFFIC SIGNAL cn APPROVED BY No. 31875 DESIGNED: F' MMENDED 119 BUS &4Y - RIGHT TURN UNE DETAIL w G.J.L Laughlin & Associates �- BENCHMARK: SOILS ENGINEER: 1,31-A WOOD BARRICADE Exp.�2 CITY OF RANCHO CUCAMONGA B.M. #7 1,34 iNSTACLATION OF R£FZECTANT HYDRANT MARKERS GEOSOILS INC. —1 �� CIV 1�- �P DRAWN: Civil Angine Ting and Land Planning RAILROAD SPIKE IN POWER POLE J07 LOCAL DEPRESSIONS AT CATCH BASINS � /. ,• 41 P- vi' � ?y� IEUA INLAND EMPIRE UTILITIES AGENCY .1 R.W.A. # 24890 JEFFERSON AVE. / SIGN POST INSTALLATION CAI- F 3949 Let-in on SH 1 OF 7 97773E NEC 6TH ST. AND ARCHIBALD 40,' STREET NAME SIGN CIVIL ENGINEER FOR LE.U.A. ` � MURRIETA, - NRW NON-RECLAIMABLE WASTEWATER DRAWING N0. AVENUE CA 92564 DATE CHECKED: 909 677 9651 _ _ Chino, California 91710 ELEVATION = 1061.054 ( ) R.C.E. �C49444, EXP. 9 30 00 (909) 677-9301 FAX (909) 628-9446 Fax (909) 465-6454 i#173 07/19/2000 Final Plan Check ', o { , ; d o BENCHMARK: J o Q J n CITY OF RANCHO CUCAMONGA B.M. #7 i (0 I i U I o o f i o o ►� + RAILROAD IK IN POWER P I I _ - _ - - - - SPIKE OLE I 1 I J I po I I oo c0 Q - a _ i -' - o .i - + r` Q i AVENUE - �_1--_ __ � _ N + � °p - -� + '`� t _ I i I 97773E NEC 6TH ST. AND ARCHI�ALD + -�- �- I o N I o, o i �o Q n ELEVATION 1061.054 t 1a3In p i d a+D IT _ 1 r J od Din I I t N N ! � M I N , J N — -o Of- N — —� - - jj I I I I E STING C.L. PR FIL - I - _ I I I I I U + O I I I i + N N a ' I pw Q I I _}__- -_.� -a i - p �O J O 8 �, NO a O O O Q I J V L o ,n I N I _ W _ I _ N _ __. G _ FINIS. ED SURFACII A i I ; - - - - +-- rn o ; - I w N - N .yl i_ OVER C.L.•. OF!PIPE: I r � --�--+- � --�--- o � +- 1. oN 8 g �D i r) I I I 'a i 0 04 i I { O w I O I M C', O --- -- -------- ---- - --- - ' a I I — a g o 00 + O I — I f I ' t f I : I i _ _ __ o cv 1026 t _ G I _. _, —J11 I - - ♦- -.. _ I -"� ', I N ! + N i N � -' I ; I N I i (.4 i i a p N I - - - - - -- - 1� ( O - -- _. } J I ( E ISTING IED P VE EN 41 0 N N 1 _ f - _ , - - -- - -- —1-- - -- - -- -� - , �D _ - - -- - T T I ; T115 _ w In ink -t - - J -�- -- a -- $ O c� N IT a o ,r, o N I N .I_ — j 1. r. or (8 CURD) + "' 1 w - - Sy - ---f - I _ O icq - -- - - - - — - � i I04 �w wn .� ---�- : � i j i I I 1a Q � I7 1 1 I 0o a _ � I m t i I I 1 F O, O _; _ _ t I I i C9I U O p ± ao 0 I I I O , t 34 I a I + N I CURB I O O l , lu u : I POP SELL T 8 I cuI e I 'o ry + I + + * - HEIGHT'I - _ ���r I� I i I I o+ Ic.,oNo O � N +� _ I i I I - - I ; It _ I tril Ci t0 I I I w N No � � bo v .- I I I ' _` -- I - •I --- - - - I - - pq : PRIOR T 0 S U a I ! i I P _ - - - i I 1-_ - - _ -. _ ,_ I " - __ S.0. l A RAL, Ad C OtSING i I : ---�--_ ---�-- PROFILE SCALE ! I Iclob 7 t�'Psr -- - T6 DETEIRMIN€` �RItONTAL --�-- -- - I � HORZ. 1 40 : VERT: 1 "= 4' I �� VEkTF�A� tbE#TIS " a c• ; -- i j;4t4_A I ; I 1 +0 1 +0 2 +0 2 +0 2 +0 2�+0� 24+0 25+0 26+0 s 2 +0 +00 +0 1E 1B 1E B 16 O 1F 1B 11 1C 16 7 2 6 2 O a_ 1I O 7 1I 1J 7 11 16 >_ 1G 5 1 7 r- W s © W ~ ~ O F- W 13 C) 12 C� W ; 5 3 z �o CZE z ^ Y Z g ^ WU Z J N O J J oM FOR 4TH ST, IMPROVEMENTS 12 ? } v, + N Y CD + J z J + c� c73 �,, W -�o z cj W a + W O O c Z Z Q N F- N C7 W o_ W O W 0_' = Y LO U h- n W 3 00 w SEE SHT. 3 m ^ m -- o Y N W U' Q V CL ,O'+ GU O U Q w z Rn o �' `i� 2 0 a N J `' o C3 J U Z U ' C.) U r- V) O ,n ,--, W F- F- Q W f/1 = N V� Y N ` v W d U' � a l=i U >-� N Q Z Q L N W pY N � Q m H _ � pp = F- W N Z C7 Q 1 tD Z J W 00 r. N r O N Q Q U N Z C.D Z O = V) V) C7 I ? W O N OO N N N N Q j Z N W Q = 0f N ^ m x W U a-Q Q Z N ^ Z ? N N Cr' LLLJ ~ m o = N -� ~ N o o Q z x W W OJ n -��,, z W 'D cn N U c3 _ N W ~ a o ^ cn Lj U II V) W = W W p m Q O Q Q .-, + . , v 0 tl) O Z C� W 0 ,NW '""' W 4TH STREET W . _ > - ^ W r �_ � W Q �� Q o + x � � �� Q Z o uj x �_ _j Z O c0 > Q W cD x 0 F- x W O_ r OCo N w) _ ((Q�� z + ~ ^ W N N Q W U >_ W a N N ►� C r- Q W W U J U M 00 W 2 Q LLJ Oo O_ M ME J Q Q (V M + N m U U -U O W Q O U � Q .Z-, z W V) = O Z N W O s z r,,.) N 00 O N N W U W M W Q II O Juj m O D Q M D x Q O_ F- 00 O+o3 a rn3 Uz c.T3 aCDD � N 3 > � rQ- U Q N � � � � za V, x pop � � o N U w 3CL I.�;U.A. O cn o U J N ►- o Z m �' cn d 10 SEWER y � � � N � a W �" W %� w N N '5 � � j CITY ��' '� �, °� N MON. o o °�� �� `� SIGN �O�°�� MON:--/ 8 8 ocy. °` l`I_ SIGH _ $v L 0^3' EX. R/W a o o + (w+os. XI G R/W EXISTING` •Tp o EXISTING 49 ESMT.' F 1MA / J jC XI NG r D 10 D o o „ D D W- �d' 4 GAS (SDS D _ D - - _ _ - . _ 4 _ 0 SmH -�v- w/ �s;�w- I -w- -w -w- _ _ w"c -�r- -w- _�_ 1 o WATER IQ 10 1 D 1 A 1 G_ to B �_ C AAic 10 3 1D A .ter 16 1 A 8- 1D Q �_. 8 g C wM FH wi+(��Nos.) 15' SEWER Q — . I.E.U.A. NRW 8" DIA. SEWER a s' �� 2 kb'b'21 Al`W � 23 24 25 _26 27 28 ',• .- ! -i. _, .. tea- .— •M-- .,i1 ++ : . ,r—:.- — + .,>w.. —w. ..—r- . ter— — — . . — .. 8" WATER -w- -w- - -w -w- �v-- -W- \ -w- ` �- -w - _w- -�v- _ - NG EXISTING _ , ..., �DRWY _ _ `�RWY _ EXISTING BUS BAY �-� ' + N ARCHIBALD AVENUE r+ o N O N N INT. 4TH ST. & ARCHIBALD AVE. N W NOTE: W ROCKSCAPE NOTE: = STA. 17 + 49.37 PRIOR TO CONSTRUCTION STAKING OF NEW CURB FOR ROCKSCAPE CONSTRUCTION, SEE ONSITE LANDSCAPE PLANS. AND GUTTER, THE ELEVATION OF NEW GUTTER LIP ROCKSCAPE TO BE ROCKSCAPE N PUBLICNRIGHT-OFD-WA� ONSITE0 BE MAINTAINED BY OWNERDCITY STD.OF ADJACENT SCALE: 1 "= 40' AND JOIN TO EXISTING PAVEMENT SHALL BE VERIFIED TO ASSURE ADEQUATE PAVEMENT PRIVATE PROPERTY. STREET TREE LEGEND CROSSFALL. NO. DESCRIPTION DATE BY s BOTANICAL NAME COMMON NAME PACING SIZE S?!lA�LIlZY FOREGROUND TREE- CRAPE MYRTLE HYBRID 20' 0.C. 15 36 REVISIONS 0 LAGERSTROEMIA INDICA (DARK PINK) GAL TUSCARORA CONSTRUCTION NOTES: CITY OF RANCHO CUCAMONGA Under Ot1nd Service Alert PRIMARY BACKGROUND LONDON PLANE TREE 30' 0.C. MIN. 15 6 5a-CONSTRUCT LIMITED ACCESS CURB & GUTTER PER CITY STD. 105-C TREE- PLATANUS INFORMAL GAL 1A REMOVE AND DISPOSE OF CURB & GUTTER. a— INSTALL STREET TREES PER CITY STD. 501 STREET IMPROVEMENT PLAN FOR 0�f R y o Cat. TOLL FREE ACERIFOLIA 18 RELOCATE EXISTING SIGN. INSTALL STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET LIGHTING (g>— ADJUST GTE MANHOLE TO GRADE AND INSTALL TRAFFIC COVER (IF REQUIRED) STANDARDS (9500 LUMENS) HPSV BY SCE, PAID AND COORDINATED BY DEVELOPER ARCHIBALD AVENUE 1-$OO 1D SAWCUT EXIST. AC PAVEMENT 1 FT. FROM EXIST. GUTTER & REMOVE CONSTRUCTION NOTES FOR STREET TREES & REPLACE IN KIND. ®--CONSTRUCT CURVILINEAR SIDEWALK (WIDTH = 4 FT,) PER CITY STD. 114 FROM 4TH ST. TO t 1000 FT. NORTH 422-4133 1. ALL STREET TREES ARE TO BE PLANTED IN 1E REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION 9�CONSTRUCT CURB RAMP CASE »C" PER CALTRANS STD. A88A. Q 0 SS lODR 99-40 ACCORDANCE WITH CITY STANDARD PLANS. 1F RELOCATE EXISTING GUY POWER POLE (BY OTHERS) 10 CONSTRUCT ---- A.C. OVER ---- A.B. (MIN. SECT. 5.5" A.C. ON 7" CAB) J• LAOG Cx' TWO WORKING DAYS BEFORE YOU DIG y F APPROVED BY / DATE � 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, 1G REMOVE EXISTING SIDEWALK. 11 CONSTRUCT DRIVE APPROACH PER CITY STD. 101, TYPE C ti� P �� 2 (� /� R.C.E. N�0i495.3 AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED � � 2 G� CITY ENGINEER TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES 1H RELOCATE EXISTING TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLAN Q- 12 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300 0 No. 31875 m DESIGNED: RECOMMENDED CURVE DATA TABLE APPROVED 8Y OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 1I ADJUST IEUA INDUSTRIAL WASTE LINE M.H. TO GRADE. » „ w R.J.A./G.J.L Laughlin & Associates J� SOIL AMENDMENTS, AS DETERMINED BY THE CITY 13 CONSTRUCT LOCAL DEPRESSION CASE A PER CITY OF RANCHO CUCAMONGA STD. 307 4/y//A,,, Exp.� ���-N'+� Civil Pn ireenn and Land Planrrin - - 0 DELTA RADIUS LENGTH TANGENT -� INSPECTOR. 1J REMOVE EXISTING 4' DIA. STEEL IRRIGATION SERVICE. 14 ( ) �, Q DRAWN: g g CONSTRUCT 36 RCP D-LOAD PER PROFILE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION CIV 1�- 3949 Lexington 2 PROTECT IN PLACE. » 4 R.J.A. Chino, Cali omia 91710 SH 2 OF 7 QA 18'57'05" 92.37' 30.55' 15.42' � / `j�,1aL/v x�y-/ilp AND ACCEPTANCE BY THE ENGINEERING DIVISION. t5 PROTECT 8 SEWER LINE IN PLACE ACCORDING TO CASE 2 ON SHEET fi OF 7 TF F� .f B 89'30'31 " 9.00 14.06' 8.92' r 4. STREET TREES ARE TO BE PLANTED PER PUBLIC 3a-CONSTRUCT TYPE (A2-8) P.C.C. CURB & GUTTER PER CITY STD. 104 BEFORE CONSTRUCTION OF THE 36" STORM DRAIN OF CA\"` (909) 628-9446 Far (909 465-6454 — O CIVIL ENGINEER FOR LE.U.A• DATE CHECKED: IMPROVEMENT PLANS ONLY. �—CONSTRUCT SIDEWALK W-6' PER CITY STD. 103 a-- ) R.C.E. NO. 31875 DRAWING N0. C 90'27'49" 9.00 14.21 ' 9.07' R.C.E. #C49444, EXP. 9-30-00 4 ( - ) 16 CONSTRUCT CURBSIDE DRAIN OUTLET - LOW CAPACITY PER CITY STD. 107-A. G.J.L. 12/31/00 D DATE EXPIRES 07/19/2000 Final Ion eck Set i BENCHMARK: ;___ . _ _ CITY OF RANCHO CUCAMONGA B.M. #7 RAILROAD SPIKE IN POWER POLE 6TH ST. AND A 97773E NEC ARCHIBALD a- - AVENUE ELEVATION 1081.054 I f , : I i + i I : i l I f , f : i RF ►C I N f S ElD SU E OVER C.L. OF PIPE i I. I : , I — -� -1 - a -1-._-� ._.., -- - _, - -- I 1. ' I � }. t- , - 1 - -11620 - , WASTE LINE IN PLACE — FOR. } CONSTRUCTION DETAILS SEE SHEETS I p IEUA 8" SEWER L 5.`6 do 7 'OF 7 �__ �._ .l 1 _ , _ ' J__ i 13' ARCHIBALD AVE. - + { i SEE SHEET NO 2 I \ _ / BUILDING #1 � _ _ _ _ ' _ _ . � r : I ; f l1 9674 ARCHIBALD104 'so41- j I ' i : i t I t t41 4LI-1 - r'l -PROFSTA. 18+52.46 C.L. C.B. /1 IOR fO CON� tTIdN llI +I --- - i ' — • _. w-1 s v-�0 2 .LATERA + . S.D. L,: ALL CROSSING I - - -�' , � `�• ��, ? ,� \ `�-� � STA 18+35.07 B.C.R. _ UTILZTIES SHALL; BE PDT .HOLES FOR REVISIONS 14' 46' ELEV. X020.79 T.C. TO DETERMINE HORIZONTAL TO EXISTING I , . -_ i p -`MONUMENT PLAN, SEES P/LAS EA REMOVE EXISTING ATH BASIN 8� VERTICAL LOCATION. I— { REVISIONS TO CITY DWG. #1198 i E OVE E ISTI G C C BSI 0 CONST. CONI. PV Zo 8 Fn AND CONSTRUCT NEW LATERAL i a L T 41 { 9 1 [.PV . AND CATCH BASIN i 00 �P r 8f B 10.<SDW:t. i ANO LOW. MON WDLL �pf� O Q ij ,. _.1 ..1_ i_ a.. _ -- _ . l �'A _ - _.. j EXISTING } ti TREES � C i 3 6 PEDESTRIAN � J t 6• EXISTING BUS PUSH EX 1pi �� C • '� �\ p _ a _ _ ._. . ;_. . _ _� _ _. _.� . _ _ . " TURNOUT . , 4 3 BUTTON ,o/ E,� ! ..?,,�} F� •8 � � I t HORIZ. 1 — 40 � t 36 R.C.P.R >a ��50-D � 1 {- 1 W=6 " r9.� \ I VERT: 1 = 4 4'c 0. G Y ' LrN — STA. 240 +72.30 PRC AT 56.00' LEFT 58 R=O.92� D 9 -' 00 - I 2+00 -�00 0+00 r i� JOIN EXIST. IMPROVEMENTS PER E �EX 10" I.E.U.A. H 1019.72 FL 4TH ST. IMPROVEMENTS, CITY DWG. �t1628 1 x ti �1 NRW SEWER �' 1 o - LLJ W Q W (I} O J C 7 rn t— I I t Cr b O t- w O r� N S O I^ NOTE: In D o FOR PRECISE � O J I C, n LOCATION OF t,•) m FOR 4TH STREET IMPROVEMENTS W -Cr W o � SIGNAL STD. ' m I^ W > a s ± N W IN VICINITY TO THE WEST, SEE CITY DWG. 1628 iAMAIN" SEE W 39°52'31 � OF 4 GAS - N J - - ---.__ -SIGNAL PLAN ,; W a ! SCALE: 1 "= 20' FOR TRAFFIC SIGNAL MODIFICATIONS, SEE TRAFFIC SIGNAL MODIFICATION PLAN FOR TRACT 15727, PHASE 3 I CITY DWG. #1628 S. NOTE: 4TH STREET - PRIOR TO CONSTRUCTION STAKING OF NEW CURB - _ AND GUTTER, THE ELEVATION OF NEW GUTTER LIP AND JOIN TO EXISTING PAVEMENT SHALL BE -- — INT. = STA. 242+41.57 4TH ST. VERIFIED TO ASSURE ADEQUATE PAVEMENT I = STA. 17+49.37 ARCHIBALD AVE, CROSSFALL. ROCKSCAPE NOTE: FOR ROCKSCAPE CONSTRUCTION, SEE ONSITE LANDSCAPE PLANS. ROCKSCAPE TO BE CONSTRUCTED PER ONSITE LANDSCAPE PLANS AND CITY STD. #542. ROCKSCAPE IN PUBLIC RIGHT-OF-WAY TO BE MAINTAINED BY OWNER OF ADJACENT PRIVATE PROPERTY. CONSTRUCTION NOTES NO. DESCRIPTION DATE BY 1A REMOVE AND DISPOSE OF CURB & GUTTER. REVISIONS 16 RELOCATE EXISTING SIGN. 5�CONSTRUCT LIMITED ACCESS CURB & GUTTER PER CITY STD. 105-C Underground Service Alert 1C ADJUST GTE MANHOLE TO GRADE AND INSTALL TRAFFIC COVER (IF REQUIRED) & INSTALL STREET TREES PER CITY STD. 501 CITY OF RANCHO CUCAMONGA fORE y 1D SAWCUT EXIST. AC PAVEMENT 1 FT. FROM EXIST. GUTTER & REMOVE 7a- INSTALL STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET LIGHTING CBI. TOLL FREE & REPLACE IN KIND. STANDARDS (9500 LUMENS) HPSV BY SCE, PAID AND COORDINATED BY DEVELOPER 1E REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION STREET IMPROVEMENT PLAN FOR 1�� 8 CONSTRUCT CURVILINEAR SIDEWALK WIDTH = 4 FT. PER CITY STD. 114 rtlll 1F RELOCATE EXISTING GUY POWER POLE (BY OTHERS) " " 422_4133 WA CONSTRUCT CURB RAMP CASE C PER CALTRANS STD. A88A. 4TH STREET 1G REMOVE EXISTING SIDEWALK. 10 CONSTRUCT ---- A.C. OVER ---- A.B. (MIN, SECT. 5.5" A.C. ON 7" CAB) 1H RELOCATE EXISTING TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLAN FROM ARCHIBALD AVE. TO t 100 FT. WEST TWO WORKING DAYS BEFORE YOU DIG 11 CONSTRUCT DRIVE APPROACH PER CITY STD. 101, TYPE C tI ADJUST IEUA INDUSTRIAL WASTE LINE M.H. TO GRADE. FESS/ON DR 99-40 1J REMOVE EXISTING 4" DIA. STEEL IRRIGATION SERVICE. 12 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300 O y ,• L,40C q� 2�—PROTECT IN PLACE. 13 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY OF RANCHO CUCAMONGA STD. 307 �� PQM y<� F2 APPROVED BY / DATE U 14 CONSTRUCT 36" RCP ( D-LOAD PER PROFILE ) cn 2 CITY ENGINEER R.C.E. NO. 24953 APPROVED BY (D-CONSTRUCT TYPE (A2-8) P.C.C. CURB & GUTTER PER CITY STD. 104 - Z DESIGNED: RECOMMENDFID CURVE DATA TABLE CONSTRUCT SIDEWALK (W=6') PER CITY STD. 103 15 PROTECT 8" SEWER LINE IN PLACE"ACCORDING TO "CASE 2" ON SHEET 6 OF 7 L Na. 31875 Laughlin &Associates � IZ�3✓ &V R.J.A./G.J.L DELTA RADIUS LENGTH TANGENT BEFORE CONSTRUCTION OF THE 36 STORM DRAIN Exp. Civil Engineering and Land Planning a—CONSTRUCT CURBSIDE DRAIN OUTLET - LOW CAPACITY PER CITY STD. 107-A. S P DRAWN: � � ♦ 3 J4)Lexington QD 90'23'41 " 35.00' 55.22' 35.24' {UT ��� y7F CIV 1 L R.J.A. Chinn, California 91710 SH 3 OF 7 F OF CA`\ CHECKED: (909) 628-9446 Fax (909) 465-0454 31875 DRAWING N0. E 18'55'29" 92.50' 30.55' 15.42' CIVIL ENGINEER FOR I.E.U•A. R.C.E. N0. 12/31 00 O 344 -x R.C.E. �IC49444, EXP. 9- - G.J.L. DATE EXPIRES � � 07/19/2000 Fin I Plon Check Set X737 etric 'I C July 1 , 1999 Retain i n g curb i f A or B PLANS APPROVAL DATE necessary at edge C The State of California or its officers or 1 . 53 m agents shall not be responsible for the accuracy of sidewalk or completeness of electronic copies of this plan 10% Max at curb X sheet. d � See Note -108 8 . 33% Ma 0 0 0 0 0 0 0 0 0 0 0 0 7__ ni E 000000 000000 CU 000000 000000 ,9 00 000000 000000 000000 000000 _ Front NOTES 000000 X 000000 _—_ —__ 000000 d 000000 See Note 8 - edge of Crosswalk d 8 . 33% 000000 000000 sidewalk 000000 000000 1 . 1f distance from curb to back of sidewalk is too short See Note 8 !� � +, Max 000000 Cu 000000 to accommodate ramp and 1 , 22 In platform as in Case A 000000 000000 the sidewalk may be depressed longitudinally as in Case B � o0o O 000000 mix or C or may be widened as in Case D , o0o OO 000000 C'l Y 1 ' 22 m 10% Max at Curb J 000000 00000 co 000000 000000 Plantin 2 . If sidewalk is less than 1 , 8 m wide , the full width of the 2% Max Min area sidewalk shall be depressed as shown in Case C on this M ' plan or the sidewalk shall be ramped down as shown in 1 22 600 mm M i n ��- - -� 600 mm Min 1 0% Max 1 22 �' See Not Case CM on Standard Plan A88B . C at curb �4� s�o 8 , Max See Note 9 P �e 3 . When ramp is located in center of curb return , crosswalk is 9reafe✓ /L6 ah 6. 6 ` A or B configuration must be s i m i lar to that shown for Case E onQ' no wqr�// sUr c e CASE C .9 to accommodate wheelchairs . Planting are v 1 . 22 m Min is reycl1r2q CASE E 0 . 0 m or greater Use when sidewalk is less than 1 . 8 m wide See Note 4 4 . For Cases F and G , the longitudinal portion of the sidewalk See Note 2 may need to be depressed as shown in Case B . Crosswalk A 5 . If located on a curve the sides of the ramp need not be CASE A A or B parallel , but the minimum width of the ramp shall be 1 . 22 m . See Note 9 1 . 22 In 6 Transitions from ramps to walks , gutters , or streets shall - d Fro4edget f be flush and free of abrupt changes . A or B sid7 . Sidewalk and ramp thickness , ' ' T ' ' , shall be 90 mm minimum . aJ Retaining curb if ccu E cu See Note 8 8 . The ramp shall have a 300 mm wide border with 6 mm 1 22 necessary at ge R, o grooves approximately 20 mm on center , See grooving of sidewa - e a r, o - d - _ — - - _ d t ' l CU 0 9 . Curb ramps that have a ramp s l ope f l atter than 6 , 67% See Note 8 X = shall have a detectable warning surface that extends the 8 , 33% x - full width of the ramp and 600 mm minimum length , similar 00000 00000 x 0 Max � 000 0 00 Front edge of a' d to that shown on Case D . Detectable Warning Surfaces , at \. \ See Note 8 0 0000000 sidewalk d oo � the option of the Contractor , shall he contructed by cast- ' n - lace or stomped method or consist of a prefabricated cU d (lJ (u 00 000000 Q_ P P � surface . The prefabricated surface shall conform to the Typical warn surf e the requirements in the Special Provisions , 9 10% Ma Fon ramp (S Note 9 ) A at cur 07. Ma 1 . 22 m at curb 4----See Note 9 10 , When detectable warning surface is not required on a 1 22 �, curb ramp , the concrete finish of the ramp and its flared F A or B s i des sha l l have a transverse broomed surface texture 0% M X rougher than the surrounding sidewalk , X at M 6 CASE D CASE Gurb co 2 Front edge of See Note 4 11 . Ramp side slope varies uniformly from a maximum of 10% dewalk at curb to conform with longitudinal sidewalk slope 2 adjacent to top of the romp , except in Case C . ,14=�-1, 12 , Utility pull boxes , manholes , vaults and all other utility See Note 9 4Seote 8 ( QO QO facilities within the boundaries of the curb ramp will be A or B P r 0 relocated or adjusted to grade by the owner prior to , QO QO QO or in conjunction with , curb ramp construction , CASE B 0-i0JX p0 �p � 13 , Maximum slopes of adjoining gutters , the road surface cu - , d immediately ad,jacent to the curb ramp and continuous passage to the curb ramp shall not exceed 5 percent `��% See Note 9 o- within 1 . 22 m of the top or bottom of the curb ramp , Top of ramp 1 , 22 m Min m o RAISED TRUNCATED 14 . Design Beta i l s approved b the Division of the State - - Rounded�� P l an t i n 22 �' 9 Y DOME PATTERN Architect on March 18 , 1996 , area o 2% Max o �' P �. 1 -�i F-� 5 8 . 33% Max � SECTI ❑N A — A 10% Max "`` � at curb 23 T Top of ramp 1 . 22 In Min Retaining curb Crosswalk 8 Rounded if necessary — — — — — — CASE C RAISED TRUNCATED DOME ' 8 . 33% Max \_ 2% Max TJ Approximately 20 mm DETECTABLE IJARN I NCi SURFACE N0. DESCRIPTION DATE BY SECTI ❑ N B — B See Note 9 STATE OF CALIFORNIA REVISIONS Depress entire sidewalk as required �6 + D + Removal and rep l acemen Limit of pay CITY OF RANCHO CUCAMONGA Retaining curbo D a at contractor ' s option1. 1 . 22 m Min CURB RAMP DETAILS LI necessary 6 D D D D unless otherwise shown Rounded -- — — — — — — — on project plans — — — — — — � DEPARTMENT OF TRANSPORTAT I ON STREET IMPROVEMENT PLAN FOR G R ❑ ❑ V I N G D E T A I L ALL DIMENSIONS ARE IN FOURTH STREET 2% Max T J C T SECTION C — C DETAIL H MILLIMETERS UNLESS OTHERWISE SHOWN FROM ARCHIBALD AVE. TO f 100 FT. WEST Existing curb and sidewalk N❑ SCALE DR 99-40 A 8 8 A APPROVED BY - / DATE CITY ENGINEER �. R.C.E. NO. 24953 OVESS/a O �. LA U ! DESIGNED: RECOMMENDf 0 R.J.A./G.J.L Laughlin &Associates � Civil Pnpneenng and Land Planning No. 31875 m DRAWN: a �� � R.J.A. 3949 Lexington UP• China, Cali forma 91710 SH 4 OF 7 -1CIVI �� CHECKED: (909) 628-9446 Far (909) 465-6454 F OF CA��F G.J.L. R.C.E. N0. 31875 DRAWING NO. D DATE EXPIRES 12/31/00 3�;,OW —-jo[L MODIFIED 02/14/2000 17-9 7 I I NOTE: T_ o MANHOLE FRAME & COVER SHALL BE ALHAMBRA ti � ALTERNATE LETTER FOUNDRY TYPE A- 1252 OR LONG BEACH IRON 4 ti SPIGOT' ti BELL Q LOCATION WORKS TYPE X- 106 B OR APPROVED EQUAL. __________� y F==� T—RIB T—RIB FRAME & COVER SHALL BE BITUMINOUS COATED _ v 4 11 /2" LETTERS AND WEIGH A MINIMUM OF 430 LBS. THE COVER ALTERNATE GROUND SURFACE ONLY IF J 1 WELD STRIP 0 IN 6"X 9" BOX SHALL HAVE TWO PICK HOLES. MANHOLE IS SPECIFIED TO BE BURIEDIEUA -- - 1/2" MIN. OVERLAP 12" T-LOCK L4" JOINT STRIP EACH SIDE OF JOINT 7=1 ,�I���iil ;73000P ICONCRETE SEWER 12" 3000 P.S.I. CONCRETE REQUIRED ASR ., �- P.S.I. EQU ED I 12 STREET SURFACE TYPE P - 1 JOINT 2" ti SPIGOTi e, BELL ;, • -- --------- 4 A -'��----- A ) I — 1 2„ 12" 12" T—RIB --=a y F==T-RIg--- • --- • — 30" CLEAR OPENING - _ - �-ALTERNATE LETTER I'll�I i' I�I I' I�I _ � --- - -- ' '- �i i ' LOCATION CEMENT MORTAR - �-Pl - I �- / �l 1 /2" MIN. OVERLAP -� •• ti LT-LOCK L -I12" —I —CEMENT I I ti S ti SPECIAL 4" EACH SIDE OF JOINT T 0 P VIEW ASPHALT ASPHALT PAPER SPIGOT ti BELL MORTAR _------_ � 4 F==h====== FLAT WELD STRIP PAPER WRAPPED T-RIB ti T-RIB COVER DETAIL - --- TYPE P-3 JOINT L ROADWAY SHOULDER OPEN FIELD ROADWAY 1 " WELD STRIP L. - - - 1 /2" MIN. OVERLAP LT-LOCK TYPE P-2 JOINT ENTRANCE SHAFT DETAILS FIELD JOINTS FOR T- LOCK LINED PIPE NO SCALE NO SCALE SEE ENTRANCE SHAFT 6 7„ LDETAILS HEREON J n 6 I71.4 k k4 4 4 IIIAk k k - — r J LJ , 1 �J ^ k k ^5/811 Z/ „ _ - ' I FIELD ���t ', L ��J 4 4 3 LEVELING 1 - B DIA. - �I 2 EACH — 2 FIELD RINGS As LENGTHs vcP I I MORTAR 1 �4 1 1 I i i i I i ua—a_, liii 11 I w I 1 k 4 �Iii;=,Iiiliiiiil=� .--�_ _iii-Iii=iir--� REQUIRED— C B DIA. C =���_„! EXITING MANHOLE I k �4 MORTAR 1 4 k 4 1 .3 MIX t 4 1 12 MAX., -iii; ENTRANCE SHAFT T 1 : 3 MIX k ---- 6 MIN. I - 1 / 1 - �• LOCATION AS DIRECTED I I It 1 4 I k 4 k k BY E ENGINEER a 3/44 3� s/ ° r I 11 � k ; 4 ), A � ' , � � 4 k 4 2 k1 4 •• ALTERNATE ° A 3� » 4 ,, 4 M 4 •/ PRECAST 4 /2 k 4 1 � 21 /2 CONCRETE 2 4 2 � MANHOLE , �. � k ' � 4 � k 4 . INLET I=�_ -_ - �� - M . H . WALL ,l •;• I PIPE O.D. WIDTH OF DUCT o TRENCH WALLS MAY ___t-8:,___I/_ EXISTING + 8" B 5- 4" TYP. NON-METALLIC 4" TYP. EXISTING W BE SLOPED PIPELINE - NON-METALLIC M MINo -II . .5 PIPE DIA. If 0 1� 1�2" THICK IA.+ 8" MIN.) (PIPE D E PANSION E10 PIPELINE EXISTING POWER 00 IF INITIAL 4 JOINT FILLER OR TELEPHONE 12" _F1 t PIPE DIA./6 MATERIAL 4. DUCT IIIP z BACKFILL MIN. 7- (5" MIN -7 1- 4, 18" MAX. 560-8-3250 REINFORCED- q , • F= H, REINFORCED -FI 18- MAX. 1/2" THICK CONCRETE OR SLURRY CONCRETE SUPPORT -6 Al CONCRETE MIX (1000 P.S.I. MIN.)7i III 44 PREFORMED -ill EXPANSION I- T_ II 1=-1iii PIPE DIA. JOINT MATERIAL E FILLER BETWEEN PIPE 4 L4 ] flE . CAREFULLY PLACED GRANULAR • AND CONCRETE A EMBEDMENT* COMPACTED HE 1 0 0 7 -r, (5(50( C�)o PIPE DIA./8 PIPE DIA./4 C)D - -] (4 (4" PER SPECIFICATION 0 QDC0 MIN.) 110,1, -MIN.} - - - - 4- --A- - - - - - hi 'URBEDZ' UNDISTURBED UNDISTURBED 7 B EARTH LOAD FACTOR: 2.7 EARTH LOAD FACTOR: 4.5 1 1 1=1 I NOTE: THIS TYPE OF CONSTRUCTION REQUIRES THE CONCRETE TO EXTEND NOTE: THIS TYPE OF CONSTRUCTION SHOULD BE DESIGNED BY FROM THE PIPE TO THE TRENCH WALL. CAUTION: NOT RECOMMENDED A REGISTERED STRUCTURAL ENGINEER, AND MAY YIELD SECTION 13-13 WHERE NATIVE SOILS ARE EXPANSIVE. HIGHER LOAD FACTORS THAN INDICATED. CLASS A- 111 - SIDECRADLING CLASS A- IV CASE 1 CONCRETE ENCASEMENT NO SCALE cr NOTES W 1. WIDTH OF BEAM SHALL EQUAL O.D. + 8" OF SUPPORTED PIPE. 6"MIN 6"MIN > > EXISTING C 0 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EQUAL BEDDING WIDTH. X 0 #4 BAR 1 O"MA CONDUIT TO 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-0-2000 CONCRETE 10MAX. 7= UJI IF BEAM IS PRECAST ) ------- - - - - - - BE SUPPORTED FOR LENGTH 'B'. THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 4". CLASS 'C' MORTAR REINFORCEMENT - SHALL BE PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN. HAND LA E 04zD L SEE TABLE COMPACTED BAC L D 1 COMPACTED R L 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING. ri 5. MAXIMUM SPACING OF BARS SHALL BE 4" O. C. FI LI HI PIPE DIA./6 B S Bpi REINFORCED CONCRETE BEAM ( DIMENSIONS AND REINFORCEMENT ) CAREFULLY PLACED GRADED GRAVEL CAREFULLY PLACED GRADED GRAVEL 0 MIN. EMBEDMENT COMPACTED E EMBEDMENT COMPACTED DOC) PIPE COVER d �to�? HE PER AGENCY'S STANDARD 00 cn PER AGENCY'S STANDARD 0 ' QD(_Q 560 - B - 3250 S 0" TO 8'-0" 8'-l" TO 12'-0" 112'-l" TO 16'-0" 16'-l" TO 20'-0" 20'-l" TO 25'-0" SPECIFICATIONS - cb(-n PIPE DIA./8 SPECIFICATIONS C�_ :p PIPE DIA./8 REINFORCED - _F - �_(4" MIN.) UNDISTURBED (4" MIN.) CONCRETE BEAM T BARS B T -BARS 8 T -BARS 8 T BARS-- 8 T BARS B -------- V-6- 9" #4 V-6- 10" J4 -6" 101/2" #4 V-6" UNDISTURBED '_27t I-1 7'7 7 1 ,---- 1 , I-=�I 0" TO 4'-0" 8" #4 1 -6" 8- #4 EARTH EARTH 1 V-6 11" _#4 l'-6" 12" #4 V 4 -1 TO 5 -0 -15" 121/2" ' " ' ' 8" #4 V-6" 9172� CLASS B CLASS C 5'-1" TO 6'-0" 9" #4 V-6" 11" #5 -1'-6" _121T2" #5 V-6" 131/21#5 2'-0" 141/2" #52'-0" LOAD FACTOR 1 .9 LOAD FACTOR 1 .5 6'-l" TO 7'-0" 10" #5 l'-6" 121/2"1 #5 2'-0- 141/2 #5 2'-0" 151/2"i #5 2�__O" #6_2'-0 7'-l" TO 8'-0" 11" #5 l'-6" 14" #5 2'-O"l 45 2'-0" 171/2"1 #6 2'-6" 19 #6-2'-6" -15"1171/21 #6 2'-6" 191 6 *GRANULAR EMBEDMENT: NOTES 8'-1" TO 9'-0" 1 2" #5 2'-0" 151/2" #6 2' 2"! # 2'-6" 21 " #6 2'-6" ---01-0" _WV - 0" 21 / . 2 #6 _9'-11" TO 1 1 :2. #6 2'-0" 17" #6 2'-6"1191/2" #6 3'-0" 2"� #6 S-O" 31-0" COARSE GRAINED NATIVE SOILS OR IMPORTED SAND 1. SLAG, PEA GRAVEL, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE IN LIEU OF GRANULAR 10'-1" TO 141/2" 21" #6 3'-0" 231/2" #6 3'-0" 25" #7_ 3'-0" .1 20" #6 3'-0" 2 3" # /2" #7- T�_ �7 3'-6" WITH A MINIMUM SAND EQUIVALENCE OF 30 AND OF EMBEDMENT. 11'-1" TO 12'-0" 1�1/2 #6 7 SUCH SIZE THAT 90 TO 100 PERCENT WILL PASS MIN. BEARING SHALL BE 1 " _ -- ---- A NO. 4 SIEVE AND NO MORE THAN 5 PERCENT 2. TRENCH SHORING & TRENCH WALL SLOPING SHALL BE IN CONFORMANCE WITH STATE OF CALIFORNIA bi5ab_. OF SUPPORTED 12'-1" TO 13'-0" 17" #6 S-0" 211)2w #7 3'-6- 241/2 #7 3v_-e 2 2 #7 4*-0" 29" #7 4'-0" I 23" #7 7 7 -0" 3 WILL PASS A NO. 200 SIEVE. DEPARTMENT OF INDUSTRIAL SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. PIPE 13'-1" TO 14'-0" 18"_ #7 6 2 61/2 4'-0"1291/2" # 4' __111/2_� f7- 4 0" #4 BAR "I 14'-l" TO 15'-0" 19" #7 13'-0" 25" J7 4'-0": 28 #7 4--o 311 4'-6" 3. MATERIALS, EMBEDMENT, PLACEMENT AND COMPACTION OF GRANULAR EMBEDMENT* AND COMPACTED ( IF BEAM IS PRECAST ) 1 1 2 #7 1 BACKFILL WILL CONFORM TO THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND 15'-1" TO 16'-0" 201/2" #7 '3' #7 4 -15"1 -6" 261 2" '-O"'_ 30" #8 4' TRENCH BACKFILL. 16'-1" TO 17'-0" 211/2" #7 S-6" 28" #8 4'-6 REINFORCEMENT - 17'-l" TO 18'-0" 221 2" #8 4' 0" 291/2" #8 4 6"I. BEDDING DETAIL NOTES ( SEE TABLE ) 2" CL. SECTION I C C CASE 2. FORCED CONCRETE BEAM BEDDING DETAILS REINFORCED 4" TO 24" I.D. PIPE - NO SCALE NO SCALE E O.D. +r Wit 40 77 JI F > JOINT ( IF NEEDED TO EXTEND PIPE ) DUCTILE IRON0 CONTINUOUS 0 ! -EXIST. CONCRETE, M;NIMUM 90% (95%) PIPE W R.C., DUCTILE IRON, 4' MN. RELATIVE 1 OR CLAY PIPE CONCRETE COMPACTION 3' 1L COLLAR SEE NOTE 2 SECTION E E CONCRETE FOR CLAY PIPE SEWERS, BEDDING CUT EXIST. PIPE AND JOIN COMPACTED BACKFILL BI S BI 4• TYPE 'D' JOINTS WITH PLACED AND COMPACTED 47 ADAPTER RING, IF REQUIRED, ALLOWABLE SPANS AND ON EACH SIDE OF TRENCH MIN. REQUIRED BEARING FOR DUCTILE IRON PIPE IN ACCORDANCE WITH INIMUM 90% OR REMOVE TO NEAREST 6' PPE • DISTRICT'S STANDARD 10' PIPEC)EPTH Of-- SPECIFICATIONS FOR PIPE \M RELATIVE JOINT BEYOND COVER S MAX.)' B( MIN. S-( MAX.)- ��B( MIN. S -MAX.)' B( MIN. 0' TO 8--0" 11,- 1 11- BEDDING AND TRENCH COMPACTION 1� 13'-6" 6 16'-6" 2'-0" BACKFILL 8'-1" TO 16'-0" 8'-0" V-15" 10'-0" 2'-0" 12'-0" -.2 -6" 1 16'-1 TO 25'-0" 7'-0' V-15" 9'-0" 2'-0" 10'-6' 2'-6" CASE 3 DUCTILE IRON PIPE NO SCALE PIPE SUPPORTS GENERAL NOTES NOTES: 1. ALL CROSSING HOUSE LATERALS 10" AND SMALLER SHALL BE SUPPORTED BY 5. CROSSING METALLIC CONDUITS 3 INCHES (NOMINAL SIZE) AND LARGER SHALL BE BACKFILLEDTO 2'-0" BELOW THE USE OF CASE 3 PIPE SUPPORT DETAIL. CROSSING CONDUIT WITH MATERIALS AS DESCRIBED IN THE DISTRICT'S STANDARD SPECIFICATIONS FOR PIPE BEDDING 1. MATERIAL FOR COMPACTED BACKFILL WILL CONSIST OF SUITABLE JOB EXCAVATED MATERIALS, IMPORTED SOILS, AND TRENCH BACKFILL. THE TRENCH SHALL THEN BE BACKFILLED TO 12 INCHES OVER THE CONDUIT WITH CLEAN, OR GRADED GRAVEL AS DEFINED IN THE AGENCY'S STANDARD SPECIFICATION FOR PIPE BEDDING AND TRENCH 2. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS WITH 18" OR LESS CLEARANCE, MOISTENED SAND (SAND EQUIVALENT OVER 30), BROUGHT UP IN LAYERS OF NOT OVER 6 INCHES AND MECHANICALLY BACKFILL. SLAG, PEA GRAVEL, CRUSHED ROCK, OR OTHER ALTERNATIVE MATERIALS WILL NOT BE ACCEPTABLE. FESS Al EXCEPT THOSE COVERED BY NOTE 1 ABOVE, SHALL BE SUPPORTED BY CASE 1 PIPE COMPACTED TO A RELATIVE DENSITY OF AT LEAST 90% WITH SPECIAL ATTENTION BEING GIVEN TO THE PIPE BOTTOM 2. COMPACTION UNDER THE STREET AND STRUCTURES SHALL BE 95%. 4e SUPPORT DETAIL. AND HAUNCH AREAS OF THE BACKFILL. LAO, F, 3. ALL NON-METALLIC CROSSING PIPELINE AND CONDUITS NOT COVERED BY THE ABOVE 6. IF BEDDING IS REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE, THE PIPE SHALL BE EMBEDDED 3. ALL PIPELINES CARRYING RECLAIMED WATER SHALL BE CLEARLY MARKED BY PIPE COLOR (PURPLE) OR BY PLACING co NOTES 1 OR 2 SHALL BE SUPPORTED BY THE USE OF CASE 2 PIPE SUPPORT DETAIL. WITH CONCRETE AT NO EXTRA COST TO THE AGENCY. IN BACKFILL PURPLE IDENTIFICATION TAPE. SAID TAPE SHALL BE NOT LESS THAN ONE FOOT OR MORE THAN TWO FEET ABOVE TOP OF PIPE. LU 31875 11 4. BACKFILL SHALL BE BROUGHT UP UNIFORMLY ALONG BOTH SIDES OF PROTECTED PIPE AND 7. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-C-2000. cr_ 11 Exp. CIVIL SUPPORT SO AS TO INDUCE NO UNBALANCED FORCE. BACKFILL DETAIL NO SCALE & PIPE SUPPORT DETAILS SCALE SHEET NO. 4 1999 T.W. A.D. CLARIFICATION OF BEDDING CLASS INLAND EMPIRE UTILITIES AGENCY* STREET IMP. PLANS FOR ARCHIBALD AVE. Designed 3 1998 T.W. T.M. LOAD FACTORS CHANGED ON CLASS B AND C APPROVED BY: AS SHOWN FROM 4TH ST. TO 1000 FT. NORTH __.6_0F 7 BEDDING PER IEUA SPECIFICATIONS Bar Scale shown below is one *A Municipal Water District AIRPORT CORPORATE CENTER PROJECT NO. Drawn 2 1997 T.W. A.D. BEDDING MATERIAL CHANGED PER RMA - STD. DET. Dote 11 13/98 inch on oriTnal drawing. If SHT. CONVERTED TO TWO SHEETS NOT oneinch nc on this sheet, LOCATION MAILING ADDRESS PROJECT NO. D.R. 99-40 Checked GRANULAR MATERIAL CHANGED TO CAREFULLY PLACED Monager Of Engineering And adjust scales accordingly. 9400 Cherry Avenue, Building A Post Office Box 697 STANDARD DETAILS - SHEET 2 OF 3 1 1995 T.W. N.C. Fontana, Colifornic 92335 Rancho Cucamonga, California 91730 DRAWING NO. Dote UNWASHED SAND - JETTED Construction ManagementiREV. NOI DATE BY APRVD DESCRIPTION Telephone (909) 357-0241 BEDDING AND PIPE SUPPORT DETAILS 02/16/2.0 0 Submittal Set 1 '7 -A 7 i i i i M O I D W m O Q O Z V) GENERAL CONSTRUCTION NOTES 3 0 U 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY (IEUA), THE CITY OF RANCHO CUCAMONGA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE IEUA STANDARD DETAIL SHEET OF THIS PLAN SET (SHEETS No. 5 of 7 AND 6 of 7 ) AS APPROPRIATE. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND LOCATIONS 48 HOURS BEFORE DIG. I 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48-HRS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF- WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING WOR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VIRTIFIED CLAY PIPE (VCP) SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS. 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SEWER MAIN (5) AND NOTIFY AND OBTAIN APPROVAL OF THE DESIGN ENGINEER AND IEUA OF ANY VARIATION FROM DESIGN. 11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY IEUA UNTIL AFTER THE ISSUANCE OF A PERMIT BY IEUA TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE-CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION. 12. IN ADDITION, IEUA AND THE CITY OF RANCHO CUCAMONGA SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY IEUA AND/OR CITY OF RANCHO CUCAMONGA. 13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL- OSHA. 14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO IEUA AND TO THE CITY OF RANCHO CUCAMONGA. 15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY IEUA PRIOR TO BEGINNING THE CONSTRUCTION. 16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY SEWER LINES AND PRESSURE WATER TEST FOR THE PRESSUREIZED PIPELINES SHALL BE PERFORMED IN CONFORMANCE WITH / y SECTION 306-1.4. OF THE STANDARD SPECIFICATIONS FOR PUBLIC OF S/p WORKS CONSTRUCTION. LA(/ w 31875 rn Exp. CIVIL nr 4 1999 T.W. A.D. CLARIFICATION OF BEDDING CLASS SCALE STREET IMP. PLANS FOR ARCHIBALD AVE. SHEET NO. Designed APPROVED BY: INLAND EMPIRE UTILITIES AGENCY* FROM 4TH ST. To ± 000 FT. NORTH 7 of 7 3 1998 T.W. T.M. LOAD FACTORS CHANGED ON CLASS B AND C AS SHOWN BEDDING PER IEUA SPECIFICATIONS *A Municipal Water District Drawn BEDDING MATERIAL CHANGED PER RMA - STD. DET. // Bar Scale shown below is one P AIRPORT CORPORATE CENTER PROJECT N0. 2 1997 T.W. A.D. SHT. CONVERTED TO TWO SHEETS �"�af Date .24 � inch on original Browing. If LOCATION MAILING ADDRESS PROJECT NO. D.R. 99-40 NOT one inch on this sheet, Checked GRANULAR MATERIAL CHANGED TO CAREFULLY PLACED Civil Engineer for I.E.U.A. adjust scales accordingly. 9400 Cherry Avenue, Building A Post Office Box 697 1 1995 T.W. N.C. UNWASHED SAND - JETTED RCE # C49444, Expires 9-30-00 Fontana, California 92335 Rancho Cucamonga, California 91730 STANDARD DETAILS SHEET 3 OF 3 DRAWING NO. REV. �NODATE BY APRVD DESCRIPTION Date 0" 1" Telephone (909) 357-0241 GENERAL CONSTRUCTION NOTES 7 02/16/2000 Sub ittol Set Rev. 07/06/2000) 7 3'7