Loading...
HomeMy WebLinkAbout1430-D C U A ITY 0--- F RANCH `_- l O� N G A CONSTRUCTION PLANS FOR Y V N- _ E L ON FROM AR--IFT YST ST . F T TO ALTA LOMA C ANNEL GENERAL NOTES CONSTRUCTION NOTES SHEET INDEX 1 . All work shall be done in accordance with these plans, the City of Rancho NOTE NO. ITEM STANDARD REFERENCE SHEET No. DESCRIPTION Cucamonga Standards and the Standard Specifications for Public Works 1 TITLE Construction 1988 Edition with 1989 and 1990 Supplements. Contractor shall be O TRANSITION STRUCTURE No. 1 LACFCD 2—D 235 2-4 STORM DRAIN PLAN & PROFILE familiar with and shall be responsible for adherence to these Standards and 84" R.C.P. TO 8'W x 3.5'H R.C.B. 5-7 STORM DRAIN LATERALS Specifications. �3 84" R.C.P. 1200D CRESTLINE 8-9 DETOUR PLAN PROJECT L1L E ° 2. All pipe lines or substructures of any kind, telephone or power poles, ® 72" R.C.P. 1150D CREEK DEVORE4 10-11 STRIPING PLAN water meters, valves, fire hydrants, etc. shown or not shown on these plans LOCATION 21 within the right—of—way limits or in adjacent areas where improvement Q 8'W x 3.5'H R.C.B. CALTRANS 080 work is to be done shall be removed, relocated, or protected in place -� as required at no cost to the City of Rancho Cucamonga. © 8'W x 2.5'H R.C.B. CALTRANS D80 Z 3. Any contractor performing work on this project shall familiarize himself Q7 BOX CULVERT WINGWALLS CALTRANS D84 RANCHO CUC MONGA 'S with the site and shall be solely responsible for any damage to existing TYPE "� CLAREMONT O FONTANA RIALTO OSAN BERNARDINO v facilities resulting directly or indirectly from his operations, whether ® GROUTED RTP—RAP, 3' DEPTH 00 UPLAND O O COLT N or not such facilities are shown on these plans. O io o Q9 CATCH BASIN No. 3, W=28' LACFCD 2—D 163 Q MONTCLAIR ONTARIO LOMA Q POMONA LINDA PRO �CT 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho CATCH BASIN No. 3, W=21 ' LACFCD 2—D 163 O so GRAND LOCATION BANYAN ST. Cucamonga easement or right—of—way. CHINO TERRACE 11 CATCH BASIN No. 3, W=14' LACFCD 2—D 163 83 31 RIVERSIDE LEMON AV.77 4pt�- © CATCH BASIN No. 3, W=10' LACFCD 2—D 163 1 HIGHLAND Av. 5. When improvements are to be placed on native soil which consist of a NORCO --- rocky material, the sub—grade shall be prepared by removing all rocks © CATCH BASIN No. 9, W=28' LACFCD 2—D 471 91 19TH Av. which protrude above the sub—grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native ® REMOVE EXIST. REVETEMENT WIRE & material. RAIL FENCE 91 CORONALAKE MATHEwS N 6. Estimate of quantities is provided by the Engineer for the convenience of ® CATCH BASIN No. 3, W=7' LACFCD 2—D 163 ANAHEIM project bidding. The contractor shall make his own verification of such © RESIDENTIAL DRIVEWAY W=12' RANCHO CUCA HILLS construction quantities before submitting a bid. Any item of work CURB ONLY LOCATION MAP 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. 1© MANHOLE No. 2 LACFCD 2—D 184 N N.T.S. GLEN NY HOT SPRINGS 7. City approval of plans does not relieve the contractor from responsibility ® JUNCTION STRUCTURE No. 3 LACFCD 2—D 191 for the correction of error and omission discovered during construction. Og 24" R.C.P. 2000D EX. AC PAVEMENT Upon request the required plan revisions shall be promptly submitted to PAVEMENT SECTION the City Engineer for approval. ® JUNCTION STRUCTURE No. 4 LACFCD 2—D 193 VICINITY MAP 0.35' AC/0.40' CL 2 BASE N.T.S. AC 8. Work site shall be in a neat, clean, hazard free, orderly state, throughout ® CONCRETE PIPE COLLAR LACFCD 2—D 393 BASE construction. Site shall be cleaned upon request of the inspector. ® 18" R.C.P. 2000D 9. Contact all Utility Companies as required, 48 hours prior to excavation. ® PIPE SUPPORTS LACFCD 2—D 173 CONSTRUCTION NOTES (cont.) Provide for your convenience are the following: ® CATCH BASIN No. 1, W=3'6" LACFCD 2—D 160 NOTE N0. ITEM STANDARD A. General Telephone (800) 422-4132 CASE I' PIPE® CONCRETE BULKHEAD for underground service UTILITY, PROTECT IN PLACE ® TRENCH PER RCBEDDING 513 B. South California Gas Company (714) 394-4356 ® CONCRETE PIPE ENCASEMENT LACFCD 2—D 193 ® REMODELING OF SANITARY LACFCD 2—D 250 WIDTH Mont IAirow high way © CONCRETE PIPE ENCASEMENT LACFCD 2—D 191 SEWER HOUSE CONNECTIONS CCWD 15 & 16 BEDDING & PAVEMENT SECTION C. Cucamonga County Water District (714) 987-2591 ® EXPANSION JOINT FILLER MWD C-11632 REMOVE CONCRETE CURB RETURN N.T.S.AND SPANDREL 9641 San Bernardino Road PROTECTION FOR OVERCROSSING Rancho Cucamonga, Ca. 91762 ® REMOVE CONCRETE CROSS GUTTER JUNCTION STRUCTURE No. 1 LACFCD 2—D 189 D. So. California Edison (714) 947-8261 A.C. PAVEMENT AND BASE 1351 East Francis ® 54" R.C.P. 1000D No. REVISION APPR. I DATE Ontario Co. 91762 � P.C.C. CURB AND GUTTER RANCHO CUCA 303 1 30" R.P.C. 1250D CITY OF RANCHO CUCAIIIIONGA 10. The final or surface layer of asphaltic concrete roadway pavement shall ® TRANSITION STRUCTURE No. 1 LACFCD 2—D 235 ® A.C. BERM RANCHO CUCA 313 not be placed until all utilities and utility laterals within the 72" R.C.P. TO 8'W x 2.5'H R.C.B. 41 6' HIGH CHAIN LINK FENCE CALTRANS F10 LEMON AVENUE STORM DRAIN roadway have been installed, all on—site improvements including all grading have been completed, and all unacceptable parkway and roadway ® TRANSITION STRUCTURE No. 1 LACFCD 2—D 235 ® SIDEWALK DRAIN REMOVE & REPLACE FROM improvements are removed and replaced to the satisfaction of the City 54" R.C.P. TO 8'W x 2.5'H Engineer. REPLACE TRAFFIC DETECTOR LOOP ® JUNCTION STRUCTURE No. 2 LACFCD 2—D112 AMETHYST TO ALTA LO MA CHANNEL �6 REPLACE MONUMENT RANCHO CUCA 702 16' WIDE DOUBLE DRIVE GATE TITLE SHEET 11 . AC Pavement and Aggregate Base material are for the AC Pavement, Proposed" areas as shown on the plan. The cost of AC Pavement and APPROVED BY DATE ASIS OF BEARINGS: Aggregate Base material required for trench repair shall be included FBENCHMARK B Underground Service Alert PRIVATE ENGINEERING NOTE rirr`cMtn , CITY ENGINEER ___ a`J"� R.C.E. No.2I�Y q P _ Q u , in the cost of the pipe. SS DISC IN CONC. CURB N 89 55 55 E Call: TOLL FREECONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDAr..,E WITH �9 ; DESIGN �' RECOMMENDED ORNER AMETHYST: AND FOR LEMON AVENUE AS SHOWN GENERALLY ACCEPTED CONSTRUCTION PRACTICES, coNsrRucTloN .'`` =_ r J.F. DAVIDSON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE ORANGE STAMPED CITY ON N >� D.J.H. -- ASSOCIATES INC. ��" ZV-' qV RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Z �► �- 12. Pipe bedding shall be per Rancho Cucamonga Standard Drawing No. 513 and 1 800 OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL No. 3426 Tenth Street ' —_--- the Soil Report "Soil Investigation Lemon Avenue Storm Drain, OF RANCHO CUCAMONGA BM '1. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHAD_ BE MADE . ,� DRAWN P.O. Box 493 SHEET Lower Alta Loma 10084 ® BOR. CONST. PLAN FOR THE 4ZZ 4133 TO APPY CONTINUOUSLY MTD NOT B£ UMIT'ED TO NORMAL WORKING ' Riverside, CA 92502 Channel to Amethyst Street, City of Rancho Cucamonga County of San Bernar— J HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND CB 1 OF I IMPROVEMENT OF LEMON AVENUE", U� INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY �� CIV��- (71,4)683-020 FAX:(714)686-5807 dino, California".By Leighton and Associates,Inc., July 1989. CITY OF RANCHO CUCAMONGA. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CA�'� ELEV. = 1582. 123 7 CHECKED �� - .E. N0. 35458 DRAWING N0. PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY TWO WORKING DAYS BEFORE YOU DIG ARISING FROM THE SOLE NEGUGENCE OF DESIGN PROFESSIONAL. BATE - FILE NO. 8911369 - O-D i (D M tc) N O + (Da __ N Q t- tD 3 M (f) J � Q w EXIST. GRADE W m 0 V at � of STREET N w V m qT m w '� __ P AR p,LLE�,, WATER - N > N + = I 4 cJ't 3 1580 N W III m (O In (n O _ - - EX _- 1580 N tD U U W cn STARTING WATER SURFACE Q N Z chH.G.L. --_ _ z ELEVATION PER HYDROLOGY AND w W cn W N W N �- - - HYDRAULIC CALCULATIONS FOR _ _ _ LEMON AVENUE STORM DRAIN _ _ - - - - - - _ 0 0 W.S. 72.43 z - �O F- ��- S. 0.100% w 1570 _ - - _ S= 0.544'/ 1570 W co,a �o 550'�G 70.48 70.70 w 70.44 F.L. O � S: F.L. F.L. 68.48 68.52 O O F.L. F.L. 66.00 Q F.L. 66.40 RELOCATED a F.L_ 30" W H HYDRAULIC DATA HYDRAU121C DATA M HYDRAULIC DATA 62.40 Q loo= 429 c.f.s. to N Qi00 = 429 c.f.s. o W Q loo= 426 C.F.S. 1560 BOTTOM CUT- v = II.I f.P.s. V m V = 11.1 f.P.s. to V= 11.1 F.P.S. 1560 OFF WALL M M to u 10' HYDRAULIC DATA N N �' w 0100c 429 c.f.s. 19.1 349.08'-84" R.C.P. - 1200D 352.83`-84" R.C.P. - 1200D 223.31'-84" R.C.P. - 1200D 4 = 15.3 f.P.s. SCALE: HORIZONTAL I" = 40' VERTICAL I" = 4' EXIST. REVETMENT 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 CHANNEL WALLS uj 15 18 Lj CONSTRUCT 8" CURB W/24" N wul F: > > GUTTER PER RHO. CUC. 2 CONTRACTOR SHALL PROTECT IN PLACE ALL W INGWALL NOTES I a Q_> ~ w ~ > 6 a Q CURVE DATA STD. DWG 303 SAWCUT LINE UTILITIES CROSSING OR PARALLELING THE I z a > Z Q _ z �? z CURB & SPANDRAL I I' TYPICAL 17 STORM DRAIN UNLESS OTHERWISE NOTED. H=9.0 I o z o Q w z o w 0 R L T REMOVAL AREA 0 ji M=25.59' , N= 2.00 3 I o W O M z O w o W I 62'29'53" 45.00' 49.08' 27.31' 10 FLARE 74=5'45'00' I o g a W _j LG w W ELEV."a 1571.6 i N1`1 ui o J w _ OD o Fc - o a a CONSTRUCTION NOTES (CONT.) v N w co J (D N N to 17 Bc z z i (Nv��NF- a: to � mw m NOTE: o jw a 2 ,. °D m NM� w ,' N = o c� REFER TO PLANS "LEMON AVE., 30" vi LCROSS GUT ER �- w o �,, 18 RCP 2000D Q + N + - REMOVAL AREA Q -j w` N -j a a WATERLINE RELOCATION AT ALTA r� NOTE: WHERE SIDEWALK RAMP �` 19 24" RCP 2000D EXIST. �I F-a? m d Q F- a X Q Q Q Q " m - � AC ►� GROUTED 7 cn �;;c F- Q Q F- F- U) w F- N LOMA CHANNEL, BY CUCAMONGA EXISTS CURB SHALL BE PAVEMENT m M (D RIP-RAP �4 ~ �;; a w N cn pit cn (n �� COUNTY WATER DISTRICT co o CONSTRUCTED PER & BASE PER O - w w -j (n �� 30 WATERLINE RELOCATION RHO. CUC. STD DWG 310 TYPICAL SECTION - ►� QD W 660 STA. 2+55+/- TO STA. 3+05+/- M Qo PROTECT NCD W Z LEMON. Q ECT EXISTING SAWCUT LINE _ a a z Q Q Z F- NW SIDEWALK IN PLACE ` '�- I' TYPICAL a F- w ~a F- w -' `n J CURB, SPANDRAL & GROSS UTTER REMOVAL `� `n �(n `� �' J J 0 a �1 8` j� 5 PROPOSED R/W N.T.S. U M a -- - - _ EXIST. R/W---,, ~ z 2 - •, simple, ' Q ' - -/ _ �. r _ - Jar 4 4�1 - ON - - - -- - - - W30-w - J - - - - - - - - - -- - - - - - - - -- -- - - - - - - - - - - - - � w 38 -� - 12 T3 N `5 "E 15 16 17 18 - D E T A I L B - - - ---- -New _ i HEREON _ N s _ _ _ _ l+ - - - - - - - - - -- - - _- - -- - - _--_ _- -$-_ - - - - - - w -_- - - -= _=- i __ - --� NO �"W- ,- - - - -_ _ eIw- --- - - - 3 - - - _ __====-r -_=r==______ - ABANDONED 4" W.L.-- -r -= rG- - -_-- __--_ - - - CIVA rG % �_7 8 I 19 - - -19 - - __-_====�2-G -_ _ -_=- O W 2'G -T - -T - -� - - T - - T - ----- T --- -_ - -- - -- - - - - - - - :: i --- - O �,; + : EX IST. R/W- N EXIST. S/W-­ EXIST. R/W --- EXISTS/W- j ; 3 j: cD �� - 50' 9 I I 3 N - STA. 2+38.01 LEMONI - a 40 30 20 to 0 40 = STA. 3+00.00 CHANNEL I LOCATE FENCE 0.5' STA. 0+56.49 OD CLEAR FROM STA. 8+82.43 LEMON AVE. 2 � : II :: LONDON a H a v WINGWALL(TYP.) =STA. 0+00.00 LONDON AVE. SCALE 1" = 40' ♦ M I I LAT. IB SEE SHEET 7 II ,� Nz + V 0 40 STA . 0+74 . 25 LONDON AVE . Z W _ DESCRIPTION OF REVISION DATE APPROVED. + CITY •4 AT 18" MAX. m d � a � (+v m � 14 10, 3t 4I 'o z T .-83.56 "o"U BARS �� (~n J f- to Q ti of o \ O O 0 � I END LOCAL DEPRESSION, C 07 AT 16" MAX. �n;. N - N L O� � � STA_. 2+66.28 LEMON Z a Z BEGIN A.C. BERM c+ 16 v C.L. DRIVEWAY & GATE 16 4 O z W CITY OF RANCHO CUCAMONGA •4 ti m N 0 > STA. 0+90.25 LONDON AVE. 8 1/2" < X 5 STA. 2+82.28 LEMON 15 II -J Q JOIN EXIST. A.C. BERM 0`11 IIx "K"=3', "L"=6' LEMON AVENUE STORM DRAIN ��= EXIST d OPTIONAL 'e' 0 OR 'j) 45, DIA. - FENCE �I IBX A\ 2 PROP. R/W CONST. JT. LAP •5 AT 6 MAX. ABANDONED _ ,�� REPLACE MONUMENT. PLAN & PROFILE CONSTRUCTION NOTES 16" IRR. -r � _ ® 16' WIDE DOUBLE DRIVE GAT *4 AT 3.5' * SII _T m _A _ 2O TRANSITION STRUCTURE No. 184" R.C.P. TO 8'W x 3.5'H R.C_B. © REMOVE CONCRETE CROSS 18" MAX. 2" C.L.ITYP.) - - r _� _ R/W _ 3� 84" R.C.P. 1200D. GUTTER. STA. 9 + 22.22 TO STA. 19 + 00.00 *NOTE: M 7O BOX CULVERT WINGWALLS TYPE "C". ALT. CONST. � JT. "a"U BARS H=2.5' FOR 8'W X 2.5'H �1I I� 2 3 R.C.B. AS SHOWN ON SHEET 4 _ - _� . ® A.C. PAVEMENT AND BASE. APPROVED BY: DATE •:`�.:'::::....,:;.:. .;' : :, .;... ® GROUTED RIP-RAP, 3' DEPTH. 9 P.C.C. CURB AND GUTTER. CITY ENGINEER RC.E N0. 9117 •7 AT 16 MAX. I� 6 N N II II N I� CATCH BASIN No. 3, W=21'. , I� 11 CATCH BASIN No. 3, W=14'. 50 8 W x 3.5'H R.C.B. DESIGN J.F. DAVIDSON RECOMMENDED CONST. JT. 8.. I) II - 14 REMOVE EX. REVETEMENT WIRE & RAIL FENCE. 41 6' HIGH CHAIN LINK FENCE. DJH JUDASSOCIATES, INCA. *Q \1-_26A - 04 4 � 15 CATCH BASIN No. 3, W=7'. DRAWN 3426 Tent�) Street SHEET rep �I 17 MANHOLE No. 2. P.O. Box 493 HALF SPAN STA. 2+38.01 LEMON 16 RESIDENTIAL DRIVEWAY W= 16'. F P Riverside, CA 92502 211 SECTION ��A�� =STA. 3+00.00 CHANNEL DETAIL .�H.� =STA. 10+14.54 S.D. ® REMOVE CONCRETE CURB RETURN AND SPANDREL. 18 J.S. No. 3. CHECKED C.E. NO( )�714 83-0209 35458 DRAWING No 20' F :(714)686-5807 of STA. 3+05.85 LEMON ® A.C. BERM J.S. No. 4. DATE 8�.��/90 FILE No 1 1369 f L130-Q i D7 a a I h V J Q tt M to QJ � M V tfi F" ~ N to �` �. 7 M Q Q d QU N M O V N ca O QV Q Nw J J OD Jw M AO O a N N OD 0 N �a F- a • _ O �,y st M N + N Q - N C6 m Q1 .� v + Q Q Q F- M O + u (n Ev N � tC F- EXIST. GRAD N_ E � + N N M � to � + co �toN N N . = N (nto - + N + + Q Q F- o STREET Q IIQ cli+ N Q NN ~ ~ � � � - as cn cn I � 1590 -- - � � ` N �, �� - - - I ��P s 1590 P I I I I V , vP5 v 0 ••S z o _ P J PARALLEL C P -T� `� 2 w 30 WATER - PA •� S� ARA LE Z - - -- ----- - - - --- - - -- ---- - - - - - -�� - L 8 SEWERa. 5� � � = H.G.L. 3 �3 a V N S 1580 a z - - 3 I I a. z 1580 I .Igo �$p w $ 98 \5 w w 4� �6• 7685 �$ .1g' w � 660 665 W w { �3 =1.609°�° w ?3 a O •0 \ '�'9 3 34 cn i O ° 7 3 O •1�6\ S=0.384/. O O .7 3 ?1.48 7 !. 6 7l F.L. 9 !. 2 2 + 7 71 !3 4 7l. 0.95 .06 73.50 O ° F.L. 1570 a S=0.302/. 71.76 71.72 � 1570 7 N 71.01 .50 v 0.97 F.L. F.L. F.L.FLHYDRAULIC- DATA F.L. HYDRAULIC DATA F.L. HYDRAULIC DATA HYDRAULIC DATA p 369 Cf co HYDRAULIC DATA N IO CF I CF N 70.70 t� M Q, 397 cfs _ r- cn Qlpp= 342 cfs Q 42.3 cfs M o 410 cfs '� o oo= V= 9.6 fps _ F.L. Ioo 0100= ri 10.3 fps V. 8.9 fps V. 11.0 fps w w V= 10.7 fps o O t+ + + + + m OD v N N N N N N 34.22'72" R.C.P. 263.87' -84" R.C.P. D- 1200 235.33' -84" R.C.P. D-1200 453.10' - 84" R.C.P. D-1200 D-1150 SCALE: 4 4 HORIZONTAL 1" = 40' VERTICAL 1" = 4' 0 19+00 20+00 ":,21 +00 17 2 2+00 23+00 24+00 25+00 2G+00 27+00 0 28+00 I2 0 17 29+00 M 2 20 w 0 0 z Q' _ w o cn - t I Q Z > o a °D zma Ow z o O Q w m Izm Z Q o ? J N az c? z .J I m ,I W W p U w W IOU UOII O�I z J JU I -10 w0 U z 7- U v7 w > •J U I I CD IWcr � �II I O Y C6 z. 0 I OI qw ) w > > o. 0 w w 0�o J Q Q-� 1I *� W � w O o I I I STA. 22+83.9 2 S.D. LAT. 5 w m O W WI m c - I` I--F- O O O O J 1 2 Q W W U O W WI ,� w w r�i N �` I r`wl 0 0 o Q I =STA. 15+72.00 LEMON u - N 'o `� _j M w 1010 cn m � �� d' ,ri ti w 1 + + m v _ > of (6 O ao 0 W v ti Mw r ( I 4� 0o tio� d I I SEE SHEET 6 > cr vM ~ or` �' �` ~' + 0W " � + > w CD ( O O OI0 + 1 > W + + tQ - �. N + W + cr + w + + I (nl + ,, +� + ' m W=I O V=4' � W + + W O (D ,n I CID - > w w N• �t2 F- -v m � o otn� IIO + Itis I 1 =. a° - w 17 N N NNS . r- + + ° + + cn0 NN Z � �- � Q �,_ m Fwd _ _ I to ,� STA. 24+05.6 9 S.D.SD. w w N = ,n �ro N N W Q Q Q 11 w 3 Q Q I¢ �cr_ � d d Q a Q I N� w =STA. 16+93.76 LEMON W d d w 'F-9 d N F- F-- w Z 3 3 N c~n uwi 0- 1 I F- F- F- � c u cr cr W W cr w W F_ F- F- W (n N. Q cn cn cn J ,i N cn(n I C ;: NI „ I I Q Q W z W Z w > w Z W A T E W Z Z Z a cn (P cn „ Q = N N �� II - v~i (~n 30 3z Q � 3z SERVICE 3z Q wo Q wo 3 �i �t U . ..,I / : , I „ Nu � 0 3N � � N0 3 cnu 3 cru I � �j Q � .I. 3 -- -- - - n -�-�-- - -- - - - - - - -- - - - - - 1 .I 1 ' -I- -- - -� - - - �- - - - -� - -�- - - - - - -1 - - - - I- �t P- N 8 9' SQ5 E� 2 0 3 0 N 21 -0a- - -• T - - - s l - - - -�- -Too- - - - - - - a•w a o - w - - - - . - - - -- - - - - w `r' 17 I 3 18 19 N 20 -ir1 3 2 _ - w � R'` _ 3 _ 'n Q' ABANDONNU 4' W.L. I -23-- - �- - �� (� L5 - �J 4'2 38' - - �7 3 w z O Nom. _ _ -2fi O - - - - - - - - 6 _�.. - - - - - - - -- - � � �i - - _. fi - -- - , - - - N - -- 2 - - -� Z - 8"w _ W Er3G1� q - - -- - - - - _ -- - - - - T-- =t- - w J; . _ --� :: 22 III 6 _ - -- -- -_- -_= _- -__ _ W + M Q G }. � (pZ m J / D = EXIST. GRADE N 0 o d at STREET C.L. - - co �_ C4 o o �'• _ M N �-- - F' Z Z + 1 N - SEE NOTE - fn c-� ._ I W M F-- M M M ,�j + I1 a0 d d d �9oQ M 2 I I IF �, ✓ (~n w (~n c ~n 0 ,� "�°e 3a I 1 cAl _j 2 15 9 0H.G.L. 12.5 H ' 1 I i 6 I 0 s=1.000' _ __ ,6• 88.01 . - + a ST_ so'S - �- "�- 0� 5 F L. ,} ap MOD cn / p E 1 5 7.13 w M M Q F- _� Q F-: f �- ' Fl. C4iQ NQ a Q � � (V 83.84 �• ao N -� Z S=0.675% F.L. m �• c".ti Z OD 82.84 + ti 1580 a SL. +cn (7) F.L. 0 1600 N N �N w x 80.04 aQ : 1 "609 80.00 F.L. cD M M � S F.L. 91.42 N Z w HYDRAULIC DATA (n ~ J W Q = 342 C.F.S. z _ 100 0 g v 75.05 V = 12.1 F.P.S. 0- a HYDRAULIC DATA F.L. Q = 342 C.F.S. u g��2 93.46 100CD V = 12.1 F.P.S. 20' W 1 .5�° 1 ti M 141.0 9 W x 2.5'H R.C.B. 0 5 m 1570 o N T.S. - 90.01 ti 1590 N N 89.17 88.97 0 M M BB.13 88.20 88 Sg M F.L. ' F.L. OD a 307.68'- 72" R.C.P. D-1150 409.19'-72" R.C.P. D-1150 co F- °� 1-03.15'-54"R-CP. D-1000 HYDRAULIC DATA ti STA. 38+04.44 40 31 C C.F.S. a HYDRAULIC DATA V = 16.0 F.P.S. Q = 315 C.F.S. U)i loo V = 19.7 FPS. 29+00 30+00 I 3 +00 32+00 33+00 34+00 35+00 36+00 29 37+00 38+00 I I 1 4 ' l 1 z N z z z z9 I G ( II No - O NO No O W l � T- ZC2 I - 2 I W I ~ I H W . m m u+ U_ N III W W 40 I.LI I Z O z I I Q J F- W < W 40 30 20 10 0 a O I Q CURVE DATA > 0 � 0Io m 1 I < -' � J J ofZ L T W w I 0 � m N V I I I 17 No. R _ W (n -� w 4 J J w 11 I I N cD ti N [f N (D • Q I I I I I 89'49'1 I 90.00' 141.09' 89.72' I W I I m cD N N 8.O'W x 2.5'H R.C.B. SHEET 2 I W W cD cD 01 tD a I O m � cD --j Q I I I v 0 2 45'00'00" 22.50' 17.67' 9.32' a) W c2 ti M (9 I I v o �1 I + to r+ '; > SEE DETAIL "A" FOR • Q I I W > z M 0) ao I o I I + O N + O + 0 0 R.C.B. SECTION H=2.5 C ( o 0 o ao c I 1 ( ( J cr O (+ 07 Q C+ + F- F- I p I I N M M M S L O P E D 1 1 W o W cn + W �I • + III I • a a s • a N INVERT I 0 MN � MN � W I O Q F_ H Q a Q Q u 28. CONTRACTOR TO VERIFY LOCATION, I I I o M d d �, .Q a N N = M I ! II F- N N cn F_ I� ~ .. ,- EXACT LOCATION UNKNOWN. I I I w w w W W W w F- �- �F • cn I �, ( N �� �� N �;; cn (;; N 3 6 MIN. �1 I F.. + + F- F- u (n F_ a W I H Ha iti I I Z STA. 23+75.06 LEMON I 1 I � a rc i N a W W Z Q a > W Z W " a N W V � J 4 =STA. 10+00.00 MALACHITE I I l� 3 d d 3 3 z 3 z 3 3 3 z N J " N I I I ' ••W. , r W i 0 _ ( I N r h- F- Wo wo r N N (n W � � EX. 12 U I N N cn (n N N V N U N (n l _ --T An T -- --� - - - - T -- t-- -LL_ =1 I = T I _ _ - - - 1- - F- 311 M 3 2 3 3 STB '3 6 E 2 I 121W W - - - - - - -- - - - / 1 . , - -- -- - LLj N -_ s„� 1 - - - - - - -s N89'42'38"E- �- - - - - -- - I - - I -STA. 30+51.59 LEMON 15 p 4 23 ZO 1 I 24 `cNv +� I 4 I - _I 32- 6 I I 19 W= 7', V= 4i VIEW /� _ _ y�- N I I M �Y - -- -�- - - - - - - � - y - - -I- - -- - - - --oa- - - - - i A A W I 8-W �-- .� I - - - �- - - - - �-- =-M - - - - - -Q� 8"W - - - - - - - - --e"wl - - - - - - I - ���--�----�� __ _ _�- I3-13 i N.1 .S. - . -��� .n..�s � � ■ -1 -�Tom. � ��...rl ,�..ni N 1 E.C. STA. 37+87.28 S.D. • cr W Z w Z =! W Z W Z W Z I 31cr_ ( I I =STA. 10+77.77 AMETHYST a W Z W z 3 z 3 z �,: 3 z 3 z Z W Z STA. 10+56.82 AMETHYST STA. 38+02.11 S.D. CONTRACTOR SHALL PROTECT IN PLACE ALL 3z WO Wo WO wo 3 z 13 I N 3 o W 0 N N � N u N 0 N u w 0 W= 28', V= 6.00 1 1 I I N : STA. 10+92.61 AMETHYST UTILITIES CROSSING OR PARALLELING THE ( I I7 20 STORM DRAIN UNLESS OTHERWISE NOTED. cn v N v I I cn v STA. 37+18.09 S.D. LAT. 13 ( I I 1 m LAT. 15 2 =STA. 10+15.20 AMETHYSTN I I 3 SEE SHT. 6 W=28', V=6' LEMON AVENUESEE SHEET 7 N CONSTRUCTION NOTES 13 STA. I 1+02.09 AMETHYST I STA. 38+11.59 S.D. LAT. 14 9 4 W= 28', V= 6.00' 1131 = STA. 11+02.09 AMETHYST I I I SEE SHEET 6 4 72" R.C.P. 1150D. PIPE SUPPORTS STA. 38+19 .59 LAT. 17 CITY �'I I 4 DESCRIPTION OF REVISION DATE APPROVED. O 8'W x 2.5'H R.C.B. I � = STA. I I+ l0 .09 99 CATCH BASIN No. 3, W= 28'. 28 EXPANSION JOINT FILLER PROTECTION FOR OVERCROSSING AMETHYST SEE SHT. 6 13 CATCH BASIN No. 9, W= 28'. �9 P.C.C. CURB AND GUTTER I T 38+65.59 S.D. LAT. 16 CITY OF RANCHO CUCAMONGA NOTE- 8 SEWER RELOCATION FROM STA. IO+001 STA. 11+56.09 AMETHYST STA. 17 MANHOLE No. 2. 9 O 13 + AMETHYST . TA I 56.09 AMET S S I 3 54" R.C.P. IOOOD. 46 REPLACE MONUMENT TO"STA. 12+001 AMETHYST. W= 28 , V= 6.00 31 O 1 SEE SHEET 6 4 LEMON AVENUE STORM DRAIN 20 WATER RELOCATION FROM STA. 9 841 EM III 2 TRANSITION STRUCTURE No. 1 72" R.C.P. TO 8'W x 2.5' R.C_B. 1 I ' I W=28', V=6' TO STA. 10+301 AMETHYST. 3 TRANSITION STRUCTURE No. 154 R.C.P. TO 8'W x 2.5'H R.C.B. CURB & GUTTER REPLACEMENTS REFER TO PLANS "LEMON AVE. AND AMETHYST. 39 + To 10+94 +/- I I PLAN AND PROFILE 4 CONCRETE BULKHEAD. STA 10 57 � STA. 39+07.59 S.D. - ST. INTERSECTION, WATERLINE AND SEWER STA 11+34 TO 11+48 +/- I _ METHYST 15 CATCH BASIN No. 3,W-7 0 _�R LINE RELOCATIONS, BY CUCAMONGA COUNTY STA 11+88 TO 11+98 +/- I 0 I -STA. II 98.09 A 24" RCP 2000D W TER DISTRICT. V1 ( II STA. 29+00.00 TO STA. 39+07.59 1 A 9 O � o 18 RCP 2000D - I APPROVED BY: DATE. N (i��S�f^11�, I III A ''D C�/�^"`' 2 CITY ENGINEER RC.E N0. JUNCTION STRUCTURE No. 4 V i . .R� \ h-- I I � I I � _ �- 0 9 W o I DESIGN RECOMMENDED JUNCTION STRUCTURE No. I 0" RCP 1250D `,�$ I R II I J F. DAVIDSONDAYIDSON 31 3 fl-�Oyvl 3�� � I JFDASSOCIATES,IATES, INC.JUNCTION STRUCTURE No 2Q I3426 Tenth StreetEd . £� � DRAWN SHEET f " III I141 � P.O. Box 493 4 of (1 CI[V - ` I C.B. Riverside, CA 92502 = `r / I ( ( I \ 71 683-0209, FAX:(714)686-5807 CHECKED , 3545 DRAWING NO. �!_ = APRICOT / DATE B G R.0 E N°FILE NO 1� M 0 2 48.66' 24.57' c3 m mfn fn 1595 0° �'• 1595 ��� W= 28' N � IN EXIST. F.S. V= 6.00• 9 N f� N \��. W= 10 12 - V= 4.00' p ti EXIST. F.S. °� 91.15 - a 1590 ---- -- N d m --- _ -- s -- - - 8e.72 1590 � W.S. 5 1 GNgt W.S. 5 CON p 1 1585 - ' 6 - -- 2 - - --- �1 :- 1585 HGL ---- - -- - - ,� . 1 � ' a S= 2.00% oo I S= 7.82% ,� - HGL 1580 -- - - ' et 1580 3� 0 - 31 f0loo = 29.3 c.f.s. loo ' . c. _s. 3 V 9.3 f_p.s. 3 V= 1.8 f.p_s. 8 2g 6.41 1575 -� �.t_ - 1575 \%-,�-"llel[ 6.4' 32.0' 7.6' 5.0 56.5 46' -24" RCP 2000D 1570 /} - 61.5' -18 " RCP 2000 1570 0 0 '����• - LAT 9 LAT 3 _ (SH1". 3) (SHT. 3) �G CONSTRUCTION NOTES 1595 0 �• 1595 - �` 0 84" R.C.P. 1200D. 38.37' a�� EXIST. F.S. ��� v= 4.00' II 9O CATCH BASIN No. 3, W=28'. o L ? ��• W= 21' 10 oa 10 CATCH BASIN No. 3, W=21'. � EXIST. F.S. m - V= 6.00 r`i 91.23 - 11 CATCH BASIN No. 3, W=14'. N �� - ---- -- - _ - - - - - ' m 1590 cQ 1590 -- W'S' - 12 CATCH BASIN No. 3, W=10'. • • -- 5 88.45 mjo ��� 2� JUNCTION STRUCTURE No. 4. a SXGN� w.S. a °� ` �� tCONCRETE PIPE COLLAR. 0oN < < / a HGL N p 3 PIPE SUPPORTS. 1585 - -- 156 - -- 4, UTILITY, PROTECT IN PLACE. S= 5.02 % 0 � 0h• 61' � a H G L---,o, .�O• Z N FLOW DIRECTION 1580 - - - 1580 W ai0a- Q loo = 11.8 C.f_s. 3 I 0100 = 9.6 C.f.s. K=6' " •a a W L=6' V= 6.7 f.p.s. 3 I �S V= 5.4 f.p.s. PER PLAN ? - ta. 75 mss° 1575 - 15 e.�. � REMOVE AND REPLACE CURB CATCH BASIN AND GUTTER TO NEAREST TYPE PER PLAN CONSTRUCTION JOINT. 6.7 44.8' 15.4.18" RCP 2000D CATCH BASIN STATIONING (TYPICAL) 51.5'_18" "�'�,• 1570 __ _RCP40 1570 ---- - - N.T.S ��• LAT 10 J. ALL CATCH BASINS USE LOCAL DEPRESSION No.4 LAT 4s�,• - 3I PER LACFCD DWG No. 2-D415. ( H1 . (SH T. 3) 'C- . p 2. FOR CATCH BASINS LOCATED AT STREET INTER- 1595 �� ' W= 28' 1595 = ggl SECTIONS THE LOCAL DEPRESSION BEGINS AT THE ECR. 9 2 cc - �� _ � 12 _ �9 EXIST. F.S. o cn V- 6.00 V- 4.00 - cel r o � EXIST. F.S. cn to-m- -St- M 3. CATCH BASIN CONNECTOR PIPES SHALL NOT �m /� - 0 m a INTERSECT MAIN LINE AT MORE THAN 9 m 91.10 rh Q m 4. LOCAL DEPRESSION WIDTH "G" OR "G" PER LACFCD 1590 + 5 DWG. No. 2-D415. I 1590 -vCSJ m W.S. 90.16 -- - - W.S. OD N o 5 a 5 C.B. STA AND CONNECTOR PIPE STA FOR Q m ��-�G• - - - g$ Q CATCH BASIN No. I, LACFCD DWG No. 2-D160 IS 8 � a 1 �• � � TO CENTER OF BASIN. HGL 1585 -- --_ - - -�1• 1585 - - - � S= 10.72% ��- S� CITY All _ DESCRIPTION OF REVISION DATE APPROVED. 1580 Q loo = 29.3 c.fs. 3 9.3 f.p_s. - 1580 - CITY OF RANCHO CUCAMONGA 3 Q100 = 4.4 c.f.s. 0 5f 10, v = 2.5 f.p.s. ?802 LEMON AVENUE STORM DRAIN 1575 1575 5.I' 37.4' tK LAT. 3, 4, 8, 9, 10, II 42.5' -24" RCP 2000Do ,h-b /� 17.3' -18" RCP 2000D 1� ��. CONTRACTOR SHALL PROTECT IN PLACE ALL 1 APPROVED BY: DATE: LAT 8 *NOTE: UTILITIES CROSSING OR PARALLELING THE Q� t t � CITY ENGINEER 4_Q'"� RC.E NO. Z LOCATION OF CONCRETE COLLARS TO BE STORM DRAIN UNLESS OTHERWISE NOTED. LAT I I M� '` �� ti DESIGN RECOMMENDED (SHT. 3) ADJUSTED IN FIELD AS REQUIRED TO �� `' J.F. DAVIDSON (SHT. 3) � .:-� D.J.H. � ASSOCIATES, INC. CLEAR EXISTING UTILITIES. MINIMUM No. 3P!,58 CONNECTOR PIPE SLOPE IS 0.50% ExnQQ/ DRAWN 3426 Tenth Street SHEET f P.O. Box 493 l y C.B. Riverside, CA 92502 5 OF II •+1 GlMt�. (714}683-0209 AX:(714)686--5807 CHECKED I E. No 35458 DRAWING NO DATE 0 G O FILE NO H369 �7�Q- 0 J N to 12 V 10' twi . CONSTRUCTION NOTES o � • V= 4.00' (89.91) N �!fri3 84" T.C. EXIST. F.S. w dm 4 17 O R.C.P. 1200D - 1-j (n a m O6 8'W x 2.5'H R.C.B. 87.s6 - 1590 W.S. (99.7) m + O9 CATCH BASIN No. 3 W=28' T.C. m o) M 10 CATCH BASIN No. 3, W=21' 9 - C 8"W c� 3�� 9 W=28 Qmcw� 4 CAQmUa (� 12 CATCH BASIN No. 3 - h 1585 1600 - (99.7) . w_lo H.G.L. T.C. W=28' 13 CATCH BASIN No. 9, W=28' \- 98.01 V=6.00' 13 H G L---Ik 2 " 98.01. JUNCTION STRUCTURE No. 4 1 �0 1580 1595 HGL 2 RELOCATE 2 ti� W.S. �I CONCRETE PIPE COLLAR ioa 7.0 cls. �pv 3 ---- V 4.0 PIPE SUPPORTS = fps. O HGL 9 ` 12" 25 20 UTILITY, PROTECT f L.• 1575 0 VERIFY LOCATION IN PLACE 1590 s. •4. AND ELEVATION OF 26 CONCRETE PIPE ENCASEMENT 4.7' 22.9' 9\�' S= I.00� _ - 12"WCONSTRUCTIONIT28 EXPANSION JOINT FI 4.6' F ' 2 FOR OVERCROSSING.FILLER PROTECTION --1.8 R.C.P. _2000D 2' - 30" I ees - R.C.P. 1250D Q►oo 44 c.f.s. 9't / JUNCTION STRUCT 0 F�. ? --- ----- ---- ION No. 71.361570y _ F.L. 15 8 5 --- --- �- ���' � - 9.o f.p.s. $��,. 35 54" R.C.P. IOOOD -LAT- 5 T00 44 c.f.s. 40.0'-30" R.C.P. 1250 TRANSITION ION STRUCTURE No. 172" R.C.P. � 33• (SHT. 3) / V = 9.0 f.p.s. TO 8'W x 2.5'H R.C.B.. w13' a J 91.09' W_2 ' IO I N vi Q LAT. 14 \ �2O"W 4 JUNCTION STRUCTURE No. 2 -� T.C. - B/W o cy J (SHT. 4) LAT. 15 �- 17 MANHOLE No. 2 1590 - _SEX. DRA IN N O m _ (SH1'. 4) =90 O m - 43 B=30" 8 8-66 4� (00 + � (D N 0 01 (D + = N D=84" W.S. M O N M O O M a• (A O U p } ti 1h 1585 _ I U F- 0_ - + - Q p c.i + 82.761 -- � -_ - 1595 '� �' w w � a - m ul W.S. N2 �i �S09 � W � � Q)3 INSIDE FACE -- 1580 � 3 1590 \2''`N 2 , � RELOCATE e, S 6 0v,W 5 6"W 5 91.38 - ^ 3 X685 Qloo = 34.8 c.f.s RELOCATE 20"W � . H.G.L. 1575 V = 7.1 f.p.s - - - - - W.S. - 1585 0 $ �� $C OE S= 0.50% SEE LAT. 12A 7.7' -30" �y� 14.18' ELEV. .,5,. F�F0•• v / -� - 8 62 -- -- �0 BELOW LEFT 1570 1 R.C.P. 1250D �'• 5.43' / g �. - � • � ��'• ��• � 1��,• 93.43 - 24" R.C.P. 2000Dco ��,• hyo 27.4 c.f.s. (b LAT. 6 900 (SHT. 3) V - 8.7 f.p.s. A= 900 o''w LAT. 12 8= 0" 4 �2 (SHT. 4) 3 \ W_ 7• C= 1.5' - V= 9.94' IS D= 54" ai CONSTRUCTION NOTES (CONT.) (96.501 Z W= 28' A= 41.0• T.C. 0 V= 4.99' 4 8= 30" f © 24" RCP 2000D w °D C= 5.5' 1595 -- -- _ -j (94.84) M 6 D= 54" (ZV T.C. SIDEWALK DRAIN .C. -- 9 = 28 Q t`- m SEE LAT 12 V=6.00' to 15 CATCH BASIN No. 3, W = 7• ABOVE p,9 2 H�G.L. 21 - 93.70 13 W= 28' RIGHT _ _ �' _ W.S. T.C. DV= 6.00�- 1590 01.26 1605 --- -S= 2!00' S. 8.00% - - - W.S. (02.30) T 26 T.C. 9 A0` 8"S RELOCATE 01.26 h 1 __ h .s �9• 12"W �� H.G.L. -- ----- W.S. < � 1585 c`'• 0�`'• �-- 3 H.G.L. +� 5 o 1600 ' 23.5' 20 5, - - �^ � -� 2 H.G.L. `L �� . EX S1TY12"W PRIION AND ELEVATION OF R TO CONSTRUCTION a 1:5 O - RELOCATE --- - - - 9630 1 -- B..S s' t� 8 - a 44'-24" R.C.P. 2000D -3o: 1595 ��� ��• `�i S= 2.00% --------- o 0 10 = 26.0 c.f.s. •� ? ri w V = 8.3 f.p.s. 9DESCRIPTION OF 0.0/ _ REVISION oaTE CITY 30" R.C.P. 2' 1 F 4 loo I c.f.s. O�1 2 I 1590 APPROVED. 1250D 0.4 f.p.s. CITY OF RANCHco O COCA MONGA (n Q loo = 51 c.f.s. F�' 38.0' LAT. 12A v = 10.4 f.p.s. 18.01 LEMON AVENUE ENUE STORM DRAIN SHT. 4) LAT. 16 56'-30" R.C.P. 1250D \ (SHl*. 41 o,.w LAT. 5,6,12,12A,128,14,15,16,17 12 NOTES: CONTRACTOR SHALL PROTECT IN PLACE ALL APPROVED BY: DATE: ' ' LOCATION OF CONCRETE COLLARS TO BE UTILITIES CROSSING OR PARALLELING THE �p�., �" ` CITY ENGINEER d Paa6/90/64 5 (0 STORM DRAIN UNLESS OTHERWISE lSE NOTED. �� -�� RC.E No.a gl7 0 ADJUSTED IN FIELD AS REQUIRED TO 4` �>tS��H AD �r RECOMMENDED v� J.F. DAVIDSON I N I MUM D.J.H. ASSOCIATES, INC. �Vu�o << -z�-`(O CLEAR EXISTING UTILITIES. M �yi�o Q 3426 Tenth Street SCALE: 1" = 5' CONNECTOR PIPE SLOPE IS 0.50% LAT. 17 ,� DRAWN P.O. Box 493 SHEET Civ D.J.D. Riverside, CA 92502 6 of II lSH T . 4) 09( 14 683-02 X:(714)686-5807 CHECKEDDRAWING N0. DATE FILE NO3 369 �D m 1580 4• _ : • ti 29 Al a 16 0 0 - -� _ �`--- 5 W= 7.0' bo�� a m u H ���•W = 28' I3 V= 4.0' 1 N a m a EXIST. F S VXF 6.00 o � 3 --- I -- F- M ma+ r,- 75.04 75.04 r L o �- i9�5.221575 1595ws o W.S. 3 M Do � EX I ST . < n 12 W. QmU a I cn 0 1570- -- -- a -� - 15 9 0 -------------- 3 HGL - -- ��• ��.• 6 i S= 64to 8.5 - 18 SEL. R° 87.51 2 Q loo = 35 c.f.s. 66 _ - 1 V= 7.1 f.p.s. RCP 2000D g -T 1565 - - �.�.- 3 1585 '� - Qoo = 4.2 c.f.s. V'= 1.3 f.p.s. ��. I ek 1.681 38.8'-30" RCP 1250 D LAT. 13 4.47 (SHT. 4) LAT. (SHT. 2) ` 120"W I I \,�- - - p G. 2cl 1585 - - X01 __w_ -14' z EXIST. F.S. �0�• V= 8.32' 11 J ��'' V= 6.89' II Er o . CONSTRUCTION NOTES 0) N 1580 �� " n �'� r�i ��% = �� 0 84" RCP 1200D. ✓f Y �� 78.90 HGL 66 8'W x2 .5'H R.C.B. 0.•�1 --- 46 HGL�� --- --- --- W.S. 10 1 N CATCH BASIN No. 3, W=21'. II CATCH BASIN No. 3, W=14'. I I 1575 -- - - - - - S= 1.00% 13 CATCH BASIN No. 9, W=28'. ��` �`�`S6► pp LQ � 15 CATCH BASIN No. 3, W=7' S= 4.16% 3 1> Q loo = 15.1 c.f.s. ' 29 JUNCT ION STRUCTURE No. V= 4.8 f.p.s. V= 4.1 f.p.s. JUNCT ION STRUCTURE No. 4. 1570 CONCRETE PIPE COLLAR. 1 �i 51.5 -24" RCP 2000D 36'-18" RCP 2000D � 18" R.C.P. 2000D. - - -- 44 CATCH BASIN No. I, W=3'-6". CONCRETE PIPE ENCASEMENT. 7 CONCRETE PIPE ENCASEMENT. ® EXPANSION JOINT FILLER PROTECTION FOR OVERCROSSING. LAT IA LAT TB (SHT. 2) ;SHT. 2) *NOTE: LOCATION OF CONCRETE COLLARS TO BE T ADJUSTED IN FIELD AS REQUIRED TO CLEAR EXISTING UTILITIES. MINIMUM CONNECTOR PIPE SLOPE IS 0.50% W= 21• 0 �p� W= 3'-6" 4 z vi O� W= 3'-6" �" 10 EXIST. F.S. V= 3.50' O EX I ST. F.S. �� 4 ��__ V- 8..22 -- 15901590M V= 3.50' jL 1585 - ��FST. F.� - - � - -- ------- �- - -- - v~, r - - ch _j OD m 88.22 o M 87.62 a W.S. J` �'' ?s• I i e•. �'` F.� n G ��F 86 80 SN . Q 1580 `� 1585 ' °° �__ - F�. r` n ,r 1585 ¢ � •�- HGL 21 J 78.41 N m i 13 •� O d 82.85 it cn 9 = W.S. HGL --- HGL a ��/ S= 3.00% 4 1575 - t S. t.ls% pp 1580 -- ? -t g 1580 s4_ 3 �1 7g 9 1 5 7 5 �s 0 ioo = 2.0_ c.f.s. 1 5 7 5 8 1570 Q Ioo 15.L c.fs. -_ F C, - - ,4, = -- - - - V= 4.8 f.P-s- o0 00 4' 1 15.5' 6.0' 13.0' 4.0 Q loo = 2.0 c.f.s. V= f.p.s. 8.3' - 18" 1565 `` - +9.5! -24" -RGP 2OOaD 1570 23.O­`----f8" RCP- ZOOM 1570 �p� • - - �` . • RCP 2000D © GF��IJ6ED To J.S. ND. 1 LLA-r. I'S 12/alao �� DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA LAT 2 LAT 3A LAT 5A LEMON AVENUE STORM DRAIN (SHT. 2) (SHT. 3) (SHT. 3) LAT. IA, I, 2, 3A, 5A, 13 CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE g_ O STORM DRAIN UNLESS OTHERWISE NOTED. Y��,�EF;.- _ APPROVED BY: /fJ DATE: CITY ENGINEER �j RGE NO. 7 0 5 10 \ M tel`;` DESIGN RECOMMENDED `° ' �`� '" J F. DAVIDSON Nc F k A D.J.H. ASSOCIATES, INC. -%kd tk _?-V iO Exa. DRAWN 3426 Tenth Street SHEET P.O. Box 493 CMS C.B. Riverside, CA 92502 7 of v� (71/0683-0209�AX:(714)686-5807 of�-- - CHECKED J 3545 DRAWING N0. R.C.E. NO DATE llo FILE NO 1 1369 /7�D-� t - ' T i I 1 i i i I I I 1 I STAGE I SIGNING STAGE II SIGNING 2 I I — R \ - - - - - - - - —R/W�. - - - - - - - - — LL i — R _ W 26 S) TYPE Ill BARRICADE —C `b(si) — — C9A(S1) —C1 1) � J C13. TYPf- R-� R26(S) R26(S R26(S) X150- TO FLAGGER X25 TO FlAGGER 3Q0 TO _� I r f Ll�VVCl\ - - -. �� =t - _ -- - - - - - _ - - 1 - - =7-V - t . t _ J ���_:'.,='z � � _ _ _ z -- _ .ti � - 1 s _ - _. > - - >�: t _ � � � : � �: z � _� ti - �: 1 25".�� !�, �� �, �. ,� y 9 • . ��� �� •��� �. x. 21 S2 O�. O o, © ,b, , -a / � m r 7 7 - — 7 N 7(S2) G 7{s2) rt - - - - C - - - •— C27 S1) - - - - - C2 (S1} - - - - - - - -'' - - - - - -(S1) - - - - - - - -��- - - �S1) _ FLAGGER(S ) �_ _ �_ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C18 C1 S1 C9A S1INC6 S1 C18 S2INC S2 C9A S2 C36 S2 R1 (S� C1 S3&S W _ R26A S — �- EXIST. CURB + _ R26(S) — _ R26 S) C18(S3&S4) EXIST. CURB- 4 R26(S) 1 C1(S3&S4 W 150' MIN. _ 51 �f — — � (ST 4bb' B� — — — -'. 2 �' U 1�. R (S2 - — ----�-- — — — — R/VV — l — �R/W -- /1 R/1N - , - -— N I L250' MIN. ,� _ 0 RIC 450 TO B.C. 350 TO B.C. 250 TO B.C. l 300' MIN._, _ LEMON AVENUE R1(ExIS]') 350 - MIN. „� aUo I I 6 I I _ I C9A I o o l I I � I (S16cS2D o ao 4i ALTA LOMA `�' C1-Ir I (s1 s2) N o I CHANNEL ' i LONDON AVENUE g p a r j i N SEE NOTE FOR CONST. SEE NOTE FOR CONST. LANE CLOSURES LANE CLOSURES STAGE II SIGNING STAGE III SIGNING STAGE 1V SIGNING STAGE V SIGNING = I > III I �IT I s III NN- � II (S2,S3&S4I13 o w I JL mi ->— - o0 m i � 0C1 � 1o o 4,s58sd �T (S2,S3& 4 CA oI mf IO � I rncn w m o0 c) w n 0 o TI (S2,S3&c 4 II I I 9'� ) ►( 0 0 31 I I II I I o I I cn Ln 0 - 1 1 1 II I I PO " I I I I o' w I I II I I I O w w0 I I II _ _450-TO FIAG � I I II I R 1(Exlsl� _ 150' TO B.0 200' TO B.0 300' TO B.0 375' TO B.0 150' TO C. 200' TO B.C. 250' TO B.C. 300' TO B.C. - - — - - J —I ►I I I __ _ _ _ __ _ _ _ _ ��� �� C18(S1) r Z7-7:7 _77 -17 / �_ __ _ 7 1 S2dcS3 ON TYPE Il-BARF ICADE �. �R26 S C36(S2&S3) C9A(�2�S3 R26 S 2 S3) CIq 8(2 3) R26 S �— J \ C36(S4.8c S5) R C9 S4dcS5 C18�S4dcS5 ' - - - 7 S3dcS4 _ �_ _ _ �_ _ _ li � O ii_. �_ .- ii u ii --� - �� C1�S4dtS5� - - - _ - - -- -- - -- -- - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - -� � — -- _ - - - - -- -- -=- - - .J W _ .N FIAGGER I C21(S4) �� C27(S4) C27(s4) �� C21 s4)R17 S5&S6) �,SS - - - - -t - -f -> -- r - ?. ( — -- --- 1 6 4 + - PLAG XI — — � _ — — — — — — �_ =� — —_c_21(_sz) _ (�2a�s3)� � L� . �w���� � �lv--� , --y - \ r � - � -� f - f -, - > - -= -, . T'(P£ � � _ - - � �, S5)ON BARRICADE W F —�� _- - C9A�S3dt_ — — — -� R1 T_ R 7N2& �_y-� _�_1-� L1 z. �l_1_z_ _ �- z -; �. -r y . -� �_ ; -t f -r" ;. : r r_ _� -r 1 r_ -1 1 ,--. �_ - �, = - 1_ S5�- — — — — — — — — — — — — — — — — — — — - N R26 S 150' TO B.C. �� -ON TYPE fF At ICA �R26(S) �C18 S5&S5) � C1(SSBS6) C9ALS5)k �R26(S) C9A S5 — — — — R26(S) � — �R26(S) — — — — II I I l _ I —R 1(EXIST) II I 350' TO B. . 300 OT 9 C. ' 225 TO 9 C. L 155 TO TO a C. II j j l m II I C36 0 o I , I I m � 2,S3dcs4�-� c3 II I I m W I m 0 g V it 19A !10 o g N I I IC9A N °° iA m I II (S2,S3&S -t oUD, ap N S4,S a S6 - N o I I I I �18 N r- I II c 1 N o w 1 SIGNING NOTES 3 it I(S2,S3&s i I (s s5)L� 1. C9A & C36 SIGNS TO BE COVERED DURING NON-CONSTRUCTION HOURS I I II I I II c m LL o KLUSMAN AVENUE 2. C1 SIGNS TO MOUNTED ON TYPE Il BARRICADE WHEN USED IN CONSTRUCTION ZONE. I (S2,S3&S4�AL No. REVISION APPR. DATE ARCHIBALD AVENUE LEGEND CITY OF RANCHO CUCAMONGA ' ARCHIBALD F INSTAR TEMPORARY CONSTRUCTION CONSTRUCTION NOTES _ AND/OR WARNING SIGN (AS INDICATED) DETOUR PLAN LANE CLOSURE SEQUENCE 1 ALL SIGNING do TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION r; EXISTING SIGN AND MAINTENANCE WORK ZONE (DATED 1990) OF DEPARTMENT OF TRANSPORTATION, STATE OF CALIFORNIA. 10 CLOSE THE NUMBER 2 LANE. (NORHTBOUND DIRECTION) LEMONSTAGE c AVENUE 2 ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR BARRICADED WITH STEEL PLATES USED FOR COVER AT NIGHT. 2 CLOSE THE NUMB }ER 1 LANE. (NORTHBOUND DIRECTION o INSTALL PORTABLE DELINEATOR HIGH STAGE II1 (FIRE ORANGE WITH 2 WHITE REFLFLECTORIZED 3 CONTRACTOR SHALL WORK IN SAID AREAS BETWEEN 9:00 AM. TO 3:30 PM. WHEN CONTRACTOR IS NOT WORKING F3 CLOSE THE LEFT TURN LANE. (BOTH DIRECTIONS) TOP BANDS) IN SAID AREAS TRAFFIC SHALL BE TWO WAY WITH NO OPEN TRENCHES IN THE ROADWAY. ® CLOSE THE NUMBER 2 LANE. (SOUTHBOUND DIRECTION) h POSITION SIGN (AS INDICATED) - 24" MIN J HEIGHT ON A TYPE I BARRICADE. 4 ALL WARNING SIGNS MUST HAVE ORANGE BACKGROUND WITH BLACK PRINT. ❑5 CLOSE THE NUMBER 1 LANE. (SOUTHBOUND DIRECTION) ;' ,�` APPROVED BYDATE YZ—2'r . FLAGGER TO BE UTILIZED T CITY ENGINEER w/ , ' -- R.C.E. NO.0977- 5 ALL DAMAGED STRIPING AND SIGNAL EQUIPMENT SHALL BE REPLACED WHEN TEMP. TRAFFIC CONTROL IS REMOVED. APPLY TO ALL SHEETS. No. 118 DESIGN .� RECOMMENDEb 6 TRAFFIC SIGNAL SHALL BE ON FLASH DURING STAGE III CONSTRUCTION DAY AND NIGHT. CONTACT CITY ENGINEER OFFICEsnow �AIL AT LEAST 24 HOURS IN ADVANCE. STAGE I&IV N POSITION SIGN BOTH SIDE (AS INDICATED) - 24' MIN r IRS r c- ra�4 K.T.O. _ �'m J.F. DAVIDSON t l HEIGHT ON A TYPE I BARRICADE. `'�` ASSOCIATES, INC. 7 TRAFFIC IN LEMON STREET WILL BE RESTRICTED TO ONE WAY TRAFFIC DURING CONSTRUCTION HOURS AND SHALL OPEN TO STAGE it b � f DRAWN 'g SHEET TWO WAY TRAFFIC AFTER HOURS. RIVE TENTH STREET (S1,S2,S3,ETC.) INDICATES SIGNING PER PHASE I,II,III,ETC.) _C.M.M,_ RIVERSIDE, CA 92502 8_—OF 11 8 ALL WARNING SIGNS WITHOUT (Ss) SHALL IN IN PLACE AT ALL TIMES. ADDITIONAL SIGNS MAY BE NEEDED ACCORDING TO THE - --- - --- ^ n (714)683-0209 -- CONSTRUCTION STAGE AND THE ENGINEER-IN-THE-FIELD. �- CHECKED e. i,& DRAWING N0. TRAFFIC DIRECTION _ _ T.E. N0. 18__ -- - DATE $-,ot0-4 o FILE NO. 8911369 Q- T I I STAGE VI SIGNING MALA HITE KLUSMAN AVENUE AVENUE aUo' C1 S6) I m C1 (S6) I 0 1 I I o I 1 1r I I I I I 1 m c1( s) I � m ( 6) - 13 C13 $ cd Ics �S6) ' I I uj m Ics( s) I tl uI I I I to o I to u' m R1 tS6) I m R1 (S6) pi I I I oI 1 R1(EXIST) I ' I RI(EXIST) 200' TO B.C. 300' TO B.C. 400' TO B.C. 500' TO B.C. a R26(S) 16 t6 _ _ R26(S) _ � - - � C36(S6) R26(S) � � C9A(S6) - - C1(S6) � R26(S) � C18(S6) INSTALL 7�111 BARRICADE /AR ( )TYPE "N-3" - - - - - - - - - - - - - - - - -- - - - - - - - - C21(ss C27 S6 C21(S6) - - - - IFLAGGER (S6) EXIST. CURB FLAGGER (S6) EXIST. CURB�� _ �C 18 S6 C 1 C9A S6 ( ) _ ��S6) _ �i _(_ ) �iC36(S6) - - - - - - - - - - - - - - - -- - - - - - - -� _�R2�S.1_ - -�- - - V- - - - - - R26S ,� _ _ JI- - - - - - - R26.(S) �_ - - - - - - 150' TO B.C. R/W/" 225' TO B.C. 300' TO B.C. 350' TO B.C. I I LEMON AVENUE I I STAGE Vlll SIGNING STAGE VII SIGNING SEE NOTE FOR CONST. LANE CLOSURES MALACHITE AMETHYST AVENUE STREET C 1 (S7) C18 (S S8) i -13 m 0 m lC1 (S7) I I m o C1( s7, 8) o o C9A(S S LC9A (S7) I c� o I v m I I m. CD 84 N 8) I N °D O I t o i-n m � I I N� R1 (S7) `� n I oR1 6(S7 1 1 I m f I i I 400' TO B.C. I n R 1(EXIST) I 300' TO B.C. R r _ _ RAN - _ - - - - - 200' TO B.C. _ 17 S7 � � � � -R 1(EX1ST) A S7 S8 18(S7,S8 R26(S) ----i w R26(S) - -� _ _ T— - - T— , _ R26(S) R26(s) NP--E{{ III BARRI '� '1R18(RT) R18(Rl� EXIST. CURB- ` � ' "N-3" \ C1(S7,S8) • 20' • • • • FLAGGER(S7) - - \\ \\\ \\\•\\�\�\\•\\\ \\ \\ \\\•\\\ \ \>\\\•\\\ \\ \ \�\\•\\\�\� \ \ \\\\\�\\\\\\ -s- — 25 EXIST. cuRB--� c27 s7 c27(s7) c27(s7) G c21(S7) . ) - - - 200' EXIST. CURB c21(s7) TYP. ( ) FC18(S7)— C1(S7) C9A(S7-T_ C36(P7) - - �1 _ -�- R26(S) J' - --�- R26(S) _ R26(S) -�- ,L_—�1(EXIST) - R/W 150' TO FLAGGER �\ —� R/W R1(EXIST) 200' T E.C. C 1 225' TO FLAG ER r� - --- -- - LEMON AVENUE 300' TO FLAG ER 350' TO FLA ER 17(S7) I I IR26(S) I I I I g A s No. 18 3.3 r-9z No. REVISION APPR. DATE LEGEND CITY OF RANCHO CUCAMONGA LANE CLOSURE SEOUL'NCE INSTALL TEMPORARY CONSTRUCTION ci - CONSTRUCTION NOTES AMETHYST ST. AND/OR WARNING SIGN (AS INDICASTAGE 11/1111 EXISTING SIGN t 9ATED) _r oM�- o DETOUR PLAN L 1 ALL SIGNING & TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION r' AND MAINTENANCE WORK ZONE (DATE 1990) OF DEPARTMETN OF TRANSPORTATION, STATE OF CALIFORNIA. CLOSE THE NUMBER 1 LANE. (NORTHBOUND DIRECTION) INSTALL PORTABLE DELINEATOR 4Y HIGH S7,S8) LEMON AVENUE 2 ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR BARRICADED WITH STEEL PLATES USED FOR COVER AT NIGHT. CLOSE THE NUMBER 1 LANE. (SOUTHBOUND DIRECTION) • (FIRE ORANGE WITH 2 WHITE REFLECTORIZED �? • • _ m TOP BANDS) o m 3 CONTRACTOR SHALL WORK IN SAID AREAS BETWEEN 9:00 AM. TO 3:30 PM. WHEN CONTRACTOR IS NOT WORKING o 0 0 IN SAID AREAS TRAFFIC SHALL BE TWO WAY WITH NO OPEN TRENCHES IN THE ROADWAY. h POSITION SIGN (AS INDICATED) - 24" MIN '�~ C1 1 S7 S8 HEIGHT ON A TYPE I BARRICADE. � ) 4 ALL WARNING SIGNS MUST HAVE ORANGE BACKGROUND WITH BLACK PRINT. FLAGGER TO BE UTILIZED I IJ APPROVE BY / DATE 5 ALL DAMAGED STRIPING AND SIGNAL EQUIPMENT SHALL BE REPLACED WHEN TEMP TRAFFIC CONTROL IS REMOVED. APPLY TO ALL SHEETS. O m CITY ENGINEER 1� �'t ate _ R.C.E. NO.��$�7- 6 TRAFFIC IN LEMON STREET WILL BE RESTRICTED TO ONE WAY TRAFFIC DURING CONSTRUCTION HOURS AND SHALL OPEN TO 1 DESIGN --► oft-�..slow � RECOMMENDED TWO WAY TRAFFIC AFTER HOURS. N POSITION SIGN BOTH SIDE (AS INDICATED) - 24 MIN S7,S8) _ C.M.M. K,T,O. _ 8"a-� J.F. DAVIDSON M,(,8 l l-l.b-q 0 HEIGHT ON A TYPE I BARRICADE. 1 ... W, i - = � = ASSOCIATES, INC. _ -- - 7 ALL WARNING SIGNS WITHOUT (S*) SHALL IN IN PLACE AT ALL TIMES. ADDITIONAL SIGNS MAY BE NEEDED ACCORDING TO THE DRAWN !" �' " "" SHEET CONSTRUCTION STAGE AND THE ENGINEER-IN-THE-FIELD. (S1,S2,S3,ETC) INDICATE SIGNING PER PHASE I,II,III,ETC. 3426 TENTH STREET _ C.M.M. RIVERSIDE, CA 92502 9-0E--11 TRAFFIC DIRECTION - (714)683-0209 CHECKED .E. NO. 18 DRAWING N0. -- DATES-Zo-go FILE NO. 8911369 J13 Q 10 4g•(o(o ,4) Al aD tri �ry m - fa, to �W 14.0' a 13� FXtST- F5t �I . X00' Vp . F.S. -- 2 7 -- H--G-_L j 95.22 15751595 - - + O n O Q ZQ r�EXIST. 12 W C� \ Q Q)U Q V) - _.__ 1570 -- = `` �3 - - V) kn1590 - - �a - - PoNTGAL 2 -- � F 5 L 6/ 8.5' - I8" 6 2 E L. F 8 7.51 --- -- -_ Q ioo = 35 c.f.s. ,r RCP 2000D I \ ,h - -� --- V= 7.1 f.p.s. Qieo Q oo = 4.2 c.f.s. f V 8 f p 76 r V'= 1.3 f.p.s. FI.s 38.8'-30" RCP 1250 D � - 3 •4 , 4.47 ._1 F - LAT. I 56.5' 120"W� (S N T. 2) ( _ (0(.5'ZI ,2 �. �• LAT 3 �1' 1A(= I4� Z ��• (SHT.3) © DUPLICATED FROM SWEET 5 of II 1 - - - - ily N T. 15. G I rY Dw6. No 14S)0 -0 11 - - 8. EXIST. F.S.- `-, 2 0�' V= 6.8fzvII C) CONSTRUCTION NOTES lD 04 �•1580 - - - - - - ----- - " ►' - -- - _-- '��'1 'L�� -- -- - -- -- - - -- - - -- - - -�- I 7 s.4f �3� 8 4' RCP 1200D. Q a m - 78.90 -- _ • _ (-% H G L-�� -- _ - - - - t .`� - rig�� � r.•�.�.. - - - `- - - W.S. 10) CATCH BASIN4J -A-, W=21'. 5 7 5 -- . -_ . - ISI l DMA �S _rtecw o A C►.I Iii r- S- 4.iG% h• 4 0�,^ ,,.. �]r ���� - X71 � 3 1> Q loo = 15.1 C.f.s. '� ��' 0 1o0 14, V= 4.8 f.p.s. V= p.s_ 2Q JUNCTION STRUCTURE No. 4. 1570 - ---- -- -- - - - - -- - - ----- -- - - -- - --- -- ------ - �1� CONCRETE PIPE COLLAR. �O I z. L - 1���% 51.5 -24" RCP 2000D 36'- 18" RCP 2000D -- - - - A\ J4 CATCH BASIN N-s 1; W=3'-6"- • //�, � ww•.wer•rr �yy�,� r .w wry} r .� • �(/���� - n w..I+n r t.Cl�.n r (- !d• !E'LC'!Lf •�• `A,2 .; ,, LAT IA LAT IB d MANHOLE No. z (SHT. 2) ;SHT. 2) *NOTE: LOCATION OF CONCRETE COLLARS TO BE- 17 ADJUSTED IN FIELD AS REQUIRED TO CLEAR EXISTING UTILITIES. MINIMUM ro �,• G. CONNECTOR PIPE SLOPE IS 0.50% v ( 3'-6" z _ O. N . _ .. ? tK' W= 21'-0 ��. /V= 3.50' C-� EXIST. F.S. - �` \050 W 3 6 4 m ID 1590 EXIST. F.S. 2 r� M V= 1585 - ---- 1 -- EXIST. F.S.F �� V: B2 2 _ _ - 1590- _ _ - �- - - � - N J -- - � a 88.22 Er - � o � �•- � 87.62 N m W.�. 2ti I • �• c'� ,F�� 86.,9.S. Q 1580- �� 1585 °° -- �� �' -- ° 1585E6."It HGL 21 78.41- I� js 13 0 --_ a 82.85 9 I = W.S. HGL S= 3.0 0'�L ? - - � . 4 - HGL�_ 2I > ,� I57� S. 1.16% oo, ---- --- 1580 - �; - - �- - 1580 l, 3 -- - - f \ ) F�, 8 1570 - ! : ---+ - - - Q loo = 15.I c.f.s. ----- _ - 15 7 5 __ e�� Q loo = 2.o c.f.a_ 1575 - - V- 4.6 f.p.s_ - .� p• ti 1 - -6.0' - -- ----13.0' ---- 1 4.0' 1 V loo f.p.s. T 4' 15.5' j I 0 2.0 c.f.:. - �► �EV«ED G1.1�; RvC?,o�J Norte, � 1,1M lT� OF 5 6 5 4 .. = p 8.3' - 18" J Ga4cTRJ(,-rXN PSR IV- �A" SY C.HAR.Lr.. ABBC"TT A��.'�. -- - 19.5 -24 RCP 20-00 -- - 1 ---- 23.,W = f8" RCP 2000 - - - 70 - - - -- Opp __-.-_ \� I RCP 2000D Gfhati'6ED fO J.5 NO 1 �a- LA-r I3 12/A qc) ��� ��• DESCRIPTION OF REVISION DATE CITY APPROVED • CITY OF RANCHO CUCA MOND ► ` LAT 2 LAT 3A LAT 5A LEMON AVENUE STORM DRAIN (SH1 . 2) (SH1 . 3) (SHT. 3) NOTES POR TIMINEI2 P-5ULKNEcAD r LAT. 1A, I, 2, 3A, 5A, SIGNS ONL-f ya' z I. NAIL 3' x 1211 To VERTICAL SUPPORTS WIT 14 J 40d GALv• NAIL6 3"=/c. CONTRACTOR SHALL PROTECT IN PLACE ALL 2• ALL LUMBER SHALL BE CRE0G0TF0 UTILITIES CROSSING OR PARALLELING THE DOUGLAS FIR, 15005 CONSTRLACTION STORM DRAIN UNLESS OTHERWISE NOTED. ��o�' yo . � .t,rtsc=o APPROVED BY DATE D Y � CITY ENGINEER RCE NO - GRAPE . k (REFERENCE = RIVERSIDE CO FLOOD - u � O 'S 10 DESIGN REQ MMENDE Exofzgv_" A � - J.F. DAVtt)SN i CONTROL DISTRICT 'STD. -- �►, , �`z' ( �" , ; " D.J.H. .11_ ASSOCIAY F , Ill", X 4 t DWG No. MW4 t TIMBER �,Q t� �� s . xv �A= �� 34-" 'P. • S.,ep* DRAWN SHEET ' s"Cl(T 3"YMl" $ � BLILKHEAI��' '' �,L�E r.G. Box 493 Q - > -OR TIGHT -- t FIT TNR6E - r' - m _B, Riverside, CA 92502 �'4 5 � C " ------- - -- _�_ _ (71 }683- 0209A X: (714)686-580' of s RCE NO _ RE[�'o• 3"xl2'x(P+21 � -�EcKED �c�n.,- ��RAw�tic No �Cp TYPICAL FOR DIAMETERS o � ���� `pp'�l'�- 3545 GREATER THAN 4$" DATE FILE N011369 � Q PROJECT 014ECT OF