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HomeMy WebLinkAbout2000-D BENCH MARK: 2" BRASS DISK IN CONCRETE HEADWALL WE 19 IN THE CITY OF RANCHO CUCAMONGA STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF _ AV SLOW SUMMIT AVENUE AND EAST AVENUE ELEVATION = 1507.031 FT STORM DRAIN IMPROVEMENT PLANS ELEVATION = 459.343 M Moor TRACT NO. 14759-1 AV BAsArs of BEARING - BB AV A-ri CONSTRUCTION NOTES OUANTITIES W VKMM MAP N O CONSTRUCT 18" RCP & BEDDING (D-LOAD PER PROFILE) 101 LF N.T.1 ' CONSTRUCT 24" RCP & BEDDING (D-LOAD PER PROFILE) 783 LF I I I I I / i l / I O CONSTRUCT 30" RCP & BEDDING (D-LOAD PER PROFILE) 743 LF C_J L- I 4 �+-� I J Q CONSTRUCT 36" RCP BEDDING (D-LOAD PER PROFILE) 188 LF b I aAf A07ES j��+�-j _ PAR L A Q5 CONSTRUCT 42" RCP do BEDDING (D-LOAD PER PROFILE) 597 LF v L L1�_i.J J CONSTRUCT 48 RCP � BEDDING (D-LOAD PER PROFILE)6 420 LF W1 IE� _� Q 1. ALL PUIRK SHALL BE DONE IN ACCORDANCE TH THESE PLANS. THE CITY OF RANCHO _� r�-�-�-T-��_� 8 CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS -� I I I I I I Q CONSTRUCT 60" RCP & BEDDING (D-LOAD PER PROFILE) 136 LF CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE L-1 r Q RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. j CONSTRUCT 7'x3' RCB CULVERT PER CALTRANS STD. PLAN D80 (SEE SHEET 10). 51 CY -1 1 I I j�J-.� I 10 2. ALL P1PE111VES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES. WATER CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) 4 EA -1 r-r-T-r-W-rTC RO D 12 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) 5 EAI471 , RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE _A I _ _ SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO -J r �5 �1 - CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 11 EA THE CITY OF RANCHO CUCAMONGA. _ 1 1 I 1 ) - V--j L L L J_L 1 1-y•t 15 CONSTRUCT MONOLITHIC CATCH BASIN CORNER CONNECTION PER CITY STD. 308 3 EA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH � r I I_I I_ICONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNEC710N PER CITY STD. 308 7 EA TA ,\ � I 16 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES I / \ \ FAACLI ES ARE SHOWN ON THESE PLANS INDIRECTLY HIS OPERATIONS, WHETHER OR NOT SUCH FL-� -t� \ \yy-� Q CONSTRUCT TEMPORARY 60"-14" PERFORATED CMP RISER INLET 1 EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING -�_r .� ; \ �� !. 18 CONSTRUCT TEMPORARY CMP CATCH BASIN CONNECTION PER CITY STD. 311 2 EA DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. �,� 19 CONSTRUCT MANHOLE N0. 1 PER CITY STD. 318 1 EA �\ \� CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 1 EA 5. ALL SEWER WATER, ELECTRIC GAS PHONE OR OTHER UTILITY LATERALS MAIN OR \ CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I ` L__1 �C � � 21 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 3 EA I i 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING j `� i�� Q CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD. 330 2 EA ORIGINAL GROUND N / G D A ALL SUB GRA DES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE � � n �. 24 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 4 EA SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE � N 6 .A / TRAN ITI N STRUCTURE N MATERIALS AND/OR SURFACING. _�__,��� ��� 7 ��J�� ) � �\\ - 2® CONSTRUCT S 0 S CTU E 0. 3 PER CITY STD. 336 1 EA Z ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF I _ �(� ��� A - CONSTRUCT CONCRETE COLLAR PER CITY STD. 336 1 LF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION �_1 I - �g�3)� / CONSTRUCT ENDWALL AND IINGWALL FOR 7'x3' RCB PER DETAILS QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 1 W )� ��'C{ �y Q - = 2 EA I �\ L�'NE � � � � ! SHOWN ON SHEET 10 (W 11.0, H 8.44, L=6.9) WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED T�acC / L - AS INCLUDED IN THE OTHER ITEMS OF WORK. ILLEre �� \\_ - 34 CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL "B" SHOWN ON SHEET 10 3 EA t r� • 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR LINE H1 - I �1' " 1 � - \ ✓ 3 CONSTRUCT TEMPORARY 30" CMP 14 GAUGE): USE CITY STD. 341 TYPE ! 1 �A [IV y I © ( ) ( ) 74 LF THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON T � / FOR PIPE BEDDING REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY AT F2 - 1 1 y ENGINEER FOR APPROVAL. LAT F3 -1- - -` b� �� �`v , L E A 3 CONSTRUCT TEMPORARY 72"-14" PERFORATED CMP RISER INLET 8 EETe LINE F �a W �� ,� ® 1 EA 9. WCJRK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY LINE EkA T E2 I I 1 yi <` �� � ;\ FAFIK CONSTRUCT GUNITE V-DITCH PER DETAIL ON SHEET 2. 1576 LF zap STATE, THROUGH OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE yJ--1- \ \ 1 a INSPECTOR. _ _ _ - _ _ +-- _ �'�\ i 1 / \ 41 CONSTRUCT CONCRETE FLARE END SECTION PER CALTRANS STD. PLAN D94B 2 EA LAT E1 LINE G �i �� W'��\ (SEE DETAIL ON SHEET 10). 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LAT Fl LINE B f LIMITED TO, ENCROACHMENT PERMIT. DUST CONTROL PERMITS, STORM DRAIN CONNECTION FEZ LINE H -� r 1 �4 5 LINE B Q CONSTRUCT 1/4 TON RIPRAP (T=3.5') WITH NO. 3 BACKING AND FILTER 357 CY PERMIT FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM r- �" 'Q '� ��� \ (FUTURE) FABRIC (RIPRAP, BACKING AND FILTER FABRIC SHALL CONFORM TO SOUTHERN CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. I' 7 L -I r�� �v)�`I�� \ �� CALTRANS STD. SPEC. SECTION 72).(SEE DETAIL ON SHEET 10). 11. TRENCHINGAACKFlLL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF LINE B -i I I �� �y>� 4© CONSTRUCT 36-1/4"Wx22-1/2"H ARCH CULVERT; USE CITY STD. 341 (TYPE IV) 189 LF RANCHO CUCAMONGA STD. DWG. NO. 341 TYPE 1. (FUTURE) - I \ �� FOR PIPE BEDDING. 12. CONTACT UNDERGROUND ALERT 1-800-227-2600 AND ALL AFFECTED UTILITY COMPANIES -1 � \ v CONSTRUCT HEADWALL WING-TYPE FOR 36-1/4"Hx22-1/2"H ARCH 2 EA AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION -� (� \ �� CULVERT PER SBC STD. 209. (SEE DETAIL ON SHEET 10). CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: r_1 `� 4© CONSTRUCT EARTHEN CHANNEL 528 LF 13. THE MINIMUM CONCRETE COVER BETWEEN REINFORCEMENT SURFACE AND PIPE INSIDE r 1 LINE B SURFACE FOR TRANSVERSE STEEL SHALL BE 1-1/4". ASSUME 1-1/2" TO CENTER N '^1� OF BAR WHEN CALCULA71NG EFFECTIVE DEPTH. WHERE VELOCITIES ARE BETWEEN 20 AND 30 FPS THE CONCRETE COVER ON THE INSIDE FACE OF THE PIPE SHALL BE INCREASED 1/77. WHERE VELOCITIES EXCEED 30 FPS, THE CLEARANCE ON THE INSIDE FACE SHALL BE INCREASED 1" DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=4,000 PSI FOR VELOCI TIES EXCEEDING 20 FEET PER SECOND. A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE P.O. BOX 638 TELEPHONE (909) 987-2591 INDEX M A P RANCHO CUCAMONGA, CA 91730-0638 SCALE: 1"=300' B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART 7951 REDWOOD AVENUE TELEPHONE. (909) 357-6231 FONTANA, CA 92336 C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/bAN RENDLER MWATE ENGINEERS NOTICE TO CONTRACTOR(S) SHEET INDEX LEGEND P.O. BOX 97 TELEPHONE. (800) 427-2200 RES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON SAN DIMAS, CA 91773 TELEPHONE (800) 427-2000 COMM. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SHEET 1: TITLE SHEET - - SEWER MAIN LINE D. GENERAL TELEPHONE TELEPHONE (800) 483-3000 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE SHEET 2: LINE A: STA 17+89.95 TO STA 29+00.00 - --:;-- - SEWER MANHOLE 585-A NORTH MOUNTAIN AVENUE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHEET 3: LINE A: STA 29+00.00 TO STA 39+51.31 UPLAND, CA 91786 SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS -- T -- PROPOSED WATER LINE DESCRIPTION OF REVISION DATE CITY REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SHEET 4: LINE B: STA 21+58.29 TO STA 30+00.00 # APPROVED 0 � E. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT TELEPHONE (909) 387-8104IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR SHEET 5: LINE B: STA 30+00.00 TO STA 34+52.73 825 EAST THIRD STREET7+12.55 � PROPOSED STORM DRAIN V11 / OF ��� C�VVA LINE C: STA TO STA 10+52.69 - o SAN BERNARDINO, CA 92415 STRUCTURES CONCERNED BEFORE STARTING WORK. SHEET 6: LINE E. STA 10+00.00 TO STA 14+01.33 THE ENGINEER PREPARING UNAUTHORIZED CHANGES TO ORE USES NO FILL NOT BE THESE PLANS.RESPONSIBLE TORTHEBLE FOR PLANS MUST BE LINE l STA 8+85.13 TO STA 10+48.36 STORM DRAIN IMPROVEMENT PLANS � ACTORS RESP�Oif 11SIBILITY FOR THE JOB SITELAT El AND LAT E2 IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SHEET 7: LINE F. STA 10+29.58 TO STA 11+77.51 TRACT 14759-1 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL LAT F1, LAT F2 AND LAT F3 OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. SHEET 9: LATERAL PROFILES TITLE SHEET BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY SHEET 10: DETAILS AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR Approved By l DATE: SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR CITY ENGINEER i llf ,/�l/v�� RCE NO. 24953 DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. QRpf ESS10 O OR �( DESIGNED BY: RECOMMENDED: .Ole �c, T NOTICE TO CONTRACTOF h rsy�c► AMT Y. 48 HOURS BEFORE YOU DIGW ElICASC CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND CALL EP 06/ 3 /0 rn DRAWN BY. E N GI N E E R I N G sH ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE . OS OF UNDERGROUND SERVICE kfRT w. 937 SOUTH vu UTA ENGINEER PRIOR TO CONSTRUCTION. Jy. cwt KED BY: SUITE 500 DRAWING N0. 1 -800-422-4133 4lFOF C�_� CVA COLTON, G 92324 T o PH. (909) 783-0101 FAX (909) 783-0108 X000-D PROJECT SHEET IRI. O z .r i � . t i , __ I BENCH MARK: -- -"-I-,- _ -__ _ - __-. ._. _ -- - - HEADWALL . __. . . w - - -.. . .. . : _ .._ _. ... :. _ _. - - _: - _. _ _ : :. ._. - - :: _ _:. _. .. _ _. .. _. . .. ._ .._ :.- : _ _ .. _ v. __ _.: _. _ _ 1. M _ _ __ �wo vm� ll� - - - - AM D CITY OF RANCHO CUCAMONGA B ._ _. ..-_ - _ ._ ....., _ ... .. _ . _ _ - - -. .. - w _ _ _ _. .._... __. .._. _ ..- _- -_ 10089 1987 AT SOUTHWEST CORNER OF _. _ _ - . __ u v _. SUMMIT AVENUE AN .. ._ _ _-_ __. _ _ _ _ . ._.. _.__ .__ ,_ _ . _.._ _, _ _ � - VENUE _ . - . - - - - _ _.. : _ . . _ . _ : : ELEVATION 1507 031 FT _ _. _ , - _.. __ _ -,-- __ _ . -_ _ __ ._: e: _ _ _ - - - E ATION = 459.343 M ___ _ _ _ __ :_ _ ., _ __ _ _ _.. 4 ,._, :._ _. _u _ - _ a . 1 ,.. LEV :. _ . - :, . ._ ._. _ _ __- _ __ �_ _ - __. __ _ _ __ OF BEARING - NORTH UNE OF SECTION 7 ::. ::. a i , f _ _ . _ - �i'F CE BAsIs _ _ 11 . - _ - - :_. t. _ _ - . :: - . . - - _ _ _ - - - - _ - _ _ - _ . _ - w. j -I I F± _. _ _ - - - i , : :: : . . __i.:: .. ;y -- :.. I t .�I I"-. ' - I -'I ­, � -- ,�' q.I - - -. - : ._ . : I i k- � t� i--- all I I I I J:� _ _ .. .. _._ - __ .. _ :t - _. - - _r _ -:_. _ ': �.,_ _. _ - . __ _ _ _ _ _. . _ _-__ ...- - - . -Exm . _ _ _. _ .. :. _ :, I.i -- - __ :. .. _.. : --. W.---- - ._. _. _.. _ .a .__ _. -_F. ._ w__ ___ __ _._ _._ __ _ __._ _ IC F SD e t $ DF _ : ft : _ . - _ :. = , .: - j !! - - - . _ wolm - - - -. _. ..� __ - 4:7 1 _ .:: ':��-"7 - -a' -�' t ��li .-� I - . ifi E �-�- ' � �4� -�-' I _. ., .. _.. .. .- -.._. _ .., - .. _ _ _ .. -- -- - -. _ _ _ _. - ,._ _ _ _. - - - -- - - _ _ _ _ - -. __ _. ....,. .,-. -...... _.- - - 1. _ - - - ._-_.. -- .. ._.. -.. _ ...:. ... .. ..._ ,.._ -, _ ._.�.. .- rrrr r. _. �. _ ._ ...- .,_» _ ..-.._- .. ___ _. , I li • i ��j r ; .­ ­' t- . t,-1 �4i �-- I _ L- I _ > W _.. _ - _ . ._. .__ _u_ - _ _.__ .f.. __ __. _ __. .. sE h • _ .. _. . . _.. _: :. i �p� ii V .__ : _ . : _ __ : _ . - - t , ^f . r� �, -.. r - I ,_4 A � _ :. - _ :: _ �, - _ :.: _ _ -.. . I it . --:. . : _ _- -- _. _- _ > - , c, _ _-. z �n _.._ 4 "... - _ _ _. _ _ _ _ _ ._. _ �- - __ ,- _. �_ : , v� � q : s._ ;135.80 .CFS �.__. _ . 11 I I : -'m r I. : I -,,- � I I- rr�- :m r 't _ _ _ : :" I . I'L - _-- _. z tT3 ro! _ 1 _- -, 9 - --. -.- ,t r I _ _ _ - _ a-�� 7 --_ _ ----' - .Bo: FPS. - - :. + � _ __ _ - _ _. : - . -_._ . . _ _ _ _ _ : __ _ _ _.. e. _-_ .._:_ , _- _ . __ ._.. _ _,-_ _ .� . _ __ v r _ _ . a : - - _ - - --- ,_ - -. _ -.. _ __ : C. f :. _ - -. _ _ M _ .• . _ LLL- m: � . : .' :: , ,: . . .�b- ­ : 'Ir",' r- jr 't .'_: - . � _ _ + , :j m _'I :9-I f 1 -'- � _ - v.: _._. .... - - - a _._ _, _.: t a : : _. 155.4 F ►- _ - _ - _ - - - S * C � _-. __., _. ._.. ._. _ _ _ : _.., _ ._-,. __- _.._.. ..__ ... __.... ._. . _ u_ _. __. . .__ .m_,. . :. . .:: :-:. 55.4 CF _. . :. ._ _. 1� ... _: . -:. .:: -.:-.- .._. .: r � , .- _155.4 CFS 5 _ __ a ._ _ { .. : : 8. _ _.. ___ ,__ __ _ _ __ _ _ _- _ M/4X _ ._ - _ _ . . _ _ .. _ _ .. _ _ V 16.8 >, _ _... _ _,.. . _Y _..._ __ _._ �. .�_ _ r ___ _.._. _ #FP$. __ __. . _ Z _ • _ - - - - - - - _ . .. _ i _ _. _ _. __. _.. - _ �.l - -_ = :.. > . _ : _ . _. ...__ ... _.. ._ _..- _,. _.. -_- _. _,. _.. __ __ 2 _ _. . __ k - W ,_ � OC _ . . ... -_. - - - :- . _ _ . i _ _ . -_ o h. _ _.. _.. __ - _z. .__. _. _ . _ __ ___ -'- -. ._ W (p j._ ._ •- _ 2 to W m _. _ _ �rt _.. ..... _ _. - . t -_ , _. .. _ .. _ _ _ .._ HOR1Z • 1 40 _L. _ , _: _ _ - _ _ _ 91 _ T7+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 ' / VARIES 40' 11' / 1/4 TON RIPRAP 0'-8' %' PER CALTRANS STD. / CO /CTR/ C'nO / N07ES I 1 � SPEC SEC77ON 72 CONCRETE FLARE rV VV / IV/r N07ES 0� RE - 2 END SE 77ON / CONCRETE SEC77ON 2 w -� _ --- --- 4.5 1 1 I t� 11 © CONSTRUCT 48 RCP do BEDDING (D-OAD PER PROFILE) ' - _ 5 . _ T ` ` -� _ :=== -` - 0 1001i ww ma 1/4 TON RIPRAP ® CONSTRUCT TEMPORARY 36"-60 PERFORATED CMP RISER INLET � _ -__-_ h PER CALTRANS STD. 2' 48' RCP SPED sEcnOv 72 Is _ WAY '� CAL BACKING PER 45• s=0.0741 ® CONSTRUCT TEMPORARY CMP CATCH BASIN CONNECTION PER CITY STD. 311 17+x9.95 p ENI} RIPRAP DISSIPATOR - _ , v SECTION 7 SPEC. 2' S=0.0030 MEET EXIST. GROUND f , BtGIN RIPRAP - _ - p ® CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 7` - SECTION A-� p NO.3 BACKING PER BEGIN RIPRAP �9RANSITI" - - - _ CAL TRANS STD. assrPATOR /r ,i t - N� 3' GUNITF w s.xs- wt•4 x wt•4 SPEC SEC TION 72 ® CONSTRUCT TEMPORARY 30" CMP (14 GAUGE): USE CITY STD. 341 (TYPE 1) Rl_ 4 / ;' to+19• �� \ D WELD WRE MESH (W.W.M.) 11",! '8&� . ,-,-" ,�-�ENDT?tA?AP TRANS177ON I \ ,,rl iSECTION C-C ® CONSTRUCT GUNI TF V-DITCH PER DETAIL HEREON. FU7•UkE NTS 41 CONSTUCT CONCRETE FLARE END SECTION PER CALTRANS STD. PLAN D94B. i, 0 / \, � 4 \ TRAC7i 14749--2 4' 4 _ t PP' \ 1 ® CONSTRUCT 1/4 TON RIPRAP (T-3.5) YMTH NO. 3 BACKING AND FILTER �?' PAD 5.1 i � DA"LIGHT EG �h / EG FABRIC (RIPRAP, BACKING AND FILTER FABRIC SHALL CONFORM TO \ \ ? "r ,. �'t \ �� PAD=57.5 r 2 �" UNE VARIX VARIES CALTRANS STD. SPEC. SECTION 72). A \\ \ PAD= 2 / --- � �� \\ -__ /l 1 l � Q,.' \ -/ I P 2.1 VARIES>/�� -1 t 9' 1r /. / -7 1 2 2 1 \ \ / //� CURVE/LINE DATA � N . �'� 1 1 .' D�TA/�AfiMO AADR�4 L.BNJbR4T. TA1IKEVT \ \ ' l�'j- - � 49 EG _: - _ EG O N32'18'30"W - 354.29' `" �� ` ' - ___J- --f Z.` ` _ 3' GUN/TE w/ s' x 6' - w1.4 X W1.4 © 2749'00" 100.00' 48.55' 24.76' - - & / % SECTION B-B WELDED WIRE MESH (W.W.M.) © N04 29'30"W - 7.21' - ,/ 0 . �yQ v_ �i i� - 40 N� SECTION D-� Q N04 29'30"W - 319.49' i l Q 54 37'54" 90.00' 85.82' 46.48' NTS /\ � j Q N59 07'24"W - 124.13' \ �/ ' , i i" FUTURE � .� \ - 1 ': - �� \TRA \ 57+�f 7a BANYAN I C iNT I I / ' o� F�j URF G 9000'00" 45.00' 70.69' 45.00' M 14759-2 \ "\ -11, II t �- /� f 3. rRAC1� 14759-3 w 1 � � -1+00.00 ROSE WAY C11 I � Q N30 52 26 E - 81.18 - ' /I H X� A ! r' � 10+10x14 LAT 12 ` 1, ; w // 11 65 ` i Qr N85 24 49 W - 80.77 - 1I / � f f \ PAD-.67.4 :J481.69 BOTT SD 11 ( R`-� �, �I `` 1438.83 Al r // i 1 '11-1 qg'v 1459.29 TOP SSEW R -- i -I= I , _ 6A ti 1438.83 ,! (1 l� ) i 10+66.77 LAY Al2- _� / �9.OkA' _0 �, \ W . 1; ` T. STA 57+".63 6�Z3't 1 to \\ -I' \\ \ I t J - _- 1, ' RISER - D �� Ix \\ � ` \ - \ �i -------- �� ; `fir / ff \ 2 i i " \\ / � 25+19 1. . 9 BC ' t E ROSE WY ' -i _ \ , _ _ _ �\ k \\ �� -__ -__ ,.'I--- '� \ _ . 143 - ---- - - T'�- v / DESCRIPTION OF REVISION DATE A crPRO ED Q /- -JCS\\ \�\ `'o � DA"UGH T UNE -- , _ I ( PR ? \ / ,/----' / .. o \\ .a , , \ I \ A 1439.18 - _--- -- - - _ __ \\ * \\ _ _ - -=-- \ ' Al \ -._ #Z • �'wk r f � INTE`RfM DM ` 1 \\ \\ / \\`� STORM DRAIN IMPROVEMENT PLANS �� S ' I 19A-9N 7RE T / / \\ \\ f ;' o \\ \` 26+ TRACT 14759-) 1 / \\ \\\ � I �'` �P5 A /�, \\ _ \\ LL ' \ /21+44.24 BC \ 8 \ ,� �``` \, i �7+48.74 BC f - I cb * � -� \\ 6 \ ,r,-------.--I 27+74.64 UNE A cc __ 11 ti �� LINE A= STA. 17+8995 TO STA. 29+0000 05I \\ bb 9 \ \ E 1465.78 roP sa t 4 1 / I LINE A � \\ \\ �A , ll i 1466.78 BorTdu WATER 3 , �t�� Approved By : ) / DATE: 4lliZZGLK \`-- - 27+7812 UNE A ao H ; t 4, Z F Z. CITY ENGI NEER-,1t4 /�V-6� 1 RCE NO. 24953 \\ \\ \ B / DETAIL A ` _ r £ CL \ 27+9279 EC 1'=10' �` -' Z-) STA. 10+00.00 LAT Al O '� 24P QROF SS/ON os �. SCALE / �� \� / \ L1f -D2=48' 8=30' ���. *.IVrTRF ��y DESIGNED BY: RECOMMENDED: � 40 0 20 40 80 � - ___._._- ` ;' A=642810: C-�74' MIll h o c, AMT V \\ \ I `� \\ / 40 ' - \a0 �` 27+91.58 LINA A p2' 11' - f N r 6 06 � DRAWN BY: ASHEET 9 1" = 40' - 10 \\ Ill9481.20 BOTTOM ;8 EXP. obi '06 OS E tV G I [V E E RI lV G 2 of ��pp NOTE: SEE SHEET 8 FOR CONNECTOR PIPE PROFILES 1' = 40' 1459.57 TOP SEWER t ?-j•odj 937 SOUTH v1A UTA ,° MATCHUNE STA. 22+00.00 MATCHUNE STA. 29+00.00 ,t}4r �,� CHECKED BY: COLTON.Gt�92324 DRAWING No. j SEE ABOVE RIGHT �" SEE SHEET .3 EBF CA-fCVA PH. (909) 783-0101 FAX 909 783-0108 0 ( ) v'2 DOO T SHEET NO OF low so a ON rolollm 100101118 111,10- 0 asolmong Ilislas me slis slam ol Sol so I !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!i //: • • : • - - • !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!lam !!!!!!!!!!!!!!!!!, !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! lief: !!!!!!!!!!!!!!!! .on M _ !!!!!!!!!!!!0!!!!! • . • I !!!!!!' ! . MENOMONEE on MENNEN !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! !!!!!!!!!!!!!!!!!l !! !!!!!!!!!!!! on !!!!!!!! !!!!!!ill!! ! SOMEONE on i!!i! � !!!!!!!!!!!!!!!!! - • . • . 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N !!!! , . • 1 !!!!!!! !!! ! ! !!!!! ! !!!! women!! !!! !! !! �i _ ! 1 ! !!!!1 '``` �✓ !!! 1� ;!!!!!!!!! !!! !!!! !1! ,� !!!!!!!!! ;! !!!!!!!!!!!!!!!! !!!!!!!!!!! !!!!1 ;lli!!!! �,• - .. !!!!!!! � .. !!!!!!M no !!!!!!!!!!!!!!! !!!!!!!!!!`!!!!! !!!!!!!!!!! ! ! !!!!!! !i!!!!!!!!_ . !. !!!!! . !!!!!!! NEW !!!! !!! ! !!!!!!!!!!!!i!! !!!!!!'!!!!!!!!! !! !!!!! !! •� !! - !!!!!!!!! !!!!!! !� � !!!!!!! !!monsoon! !!!! .. !! !!!!!!!�!!!!! '!!i!!!!!!!!!!!�!!!! !! !!!!!!!! !!! !!! ! !!!!!!!!!! lil ; ' �� ; � !!!! !!! !!!!!!!!!!!!!!!!! •111.� 1 II_ �- !!!!!!!!!!!!!! `!!!!!!!!!!!!!!!!! !! !!!®!!!! !!!!!!!!!!!!! !!! !!immos!!!! oil NEMESES !!!!i!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!! !!i!!!!!!o!!!!sin !!!!!!!! !!!!!!lE !! t !!!!!!!!!!!!!!!!!!!�!!!!!!!i!!!!!!!!!!!! !!l�i1• !!!!!!!!! :!!!!!!!!!!!!!!!!!! ;_ _ !!!!!!!!! ! on ! 1!!!!!!!!!!!!! st[ . _ _� _ . I►1'til.� '1 �- !!!!!! !!!moms!! mmmommussomme so !!!!!!!!!!!!!! !!! !!!!!! `!!!!!!!! ON MENNEN 0 NEMESES !!!!!MMES!! !!!!! !!! !!!!!!!!!!!!! . . !!� 1!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! No MONSOONS !!!!!! ! !! ! !!!!!!!!!!!!!!!! !! - ME Osomm!!!!!!!!!!!!!!!!!!!!!!!!!! - !!!!!!!!!!!!!!!! !E!!!!!!!!!! ! ! !!!!!!m!!n!!!!� NEESE&!! !!!E!il� !!!!!!!!! !!! !!!!!!!!!�!!!!!!�!!!!!!�!!!!!!!!!!!!!!!!� • !!!!!!!!!!!!!!!!! !E !!!!!!!!!!!!E!!E!!!!!!!!!!!!!!!!! !NEMESES MEESE IIIS • !!!! !!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! on MEMEMMEMEE!!!!!!!!lMEi MENNEN.M M -- .. ..' • !! BRENNEN�. •,,_!!!!!!!!!!'!!lEi�... .r �!!!!!!!!!!!! !!!'!� !!!!E!!!!!! !!!!!!!!!!!!! I 11 I 11 I 11 m I 11 !!!!!!!!!! • !!!!!!!!!!!!! MENOMONEE ONE ! ! IBM smossommni ! ! !! Howson ! ! SOMME !!!! !!!!!!!!!!! • • • a • 0. Mill 44N I O • 1 I I • I ' • ,• I r: I • I I / 1 I I •: • • ' 1. 1 • • �/ a • / ® • ♦ . 1 11 11 __ : • •' MWF OWN A SEN 1110 • . / ®� Q ! • I: , ' 1011 I- • • • . • . • •. . . . .• FII • 11 • • ► I • ► ► .. ,• I • • 11 I - • 1 . I• 1 1 ••• I I: I • I e. f l_____t__f_M__._ — — { . BENCH MARK: 1—tt — __ — — — --t-ttl ______ —, - _, _ t__'____T_T_t__Tl_t_"_._ ,_ -. : _r 4 :�' __ _ _ _ - _ _ _ t__ _ 2 BRASS DISK !N CONCRETE HEADWALL _ , - - -4" --t— , _ - . . _ .< _ _ _ _ _ STAMPED CITY OF RANCHO CUCAMONGA BM -111 -- _ _- ,. _. R OF - . : : _ _ _ - 10089 1987 AT SOUTHWEST CORNS _ _ _ _ . _.: _ AVENUE - : _ _ - . _ _ SUMMIT AVENUE AND EAST E :. -. - - <- ,,,. -.< _.__. - < ._- - _ __ _ _ _ - -. _ _ _ _ ELEVATION 1507 031 FT ::. : : :_ - _ . -::- .. , : _ _ _ ELEVATION = 459. 4 M _. _ __ 3 3 . _ _ ,.- _. &ISIS OF BEARING - NORTH UNE OF SECTION 7 _ _ _._ __ _ m. . ._. _. : . - - 1. _ -. . _ -, . _ ._ _-. -__ ___ - : : tt- _ . : : : -. : _ _: :._ _ _ _ - _ _ _ - - - _., I.I - - : 8 1. : _. _ _ _ _ _ _ __. _ IV :_ _ _._, _ -_, _ _- _ _ 41 ATFR : __ _ _ �- . - - : _ , :i�u I �l I 1± _.. __ _ -.. 4�r - _ ~ „ -__ ,. _ R sof _. - - - - _ . : _.. . - _ ,_ :. :_ -- _ -.. _. _ -.- ,. _ . . _ _ __ _ a _ _ _..._ . ,.. ,.. __- __ _ : .-. _ .1 I , - _ l #: _ _ .. n .. _ _ 1 :, - 441 -1 _ _ _. , O _- _ __ 11 - --- -.. , _. , __ - . _ . _ - _ - _ _, - ., _. p __,- _ _ - _ _ _ : �' 4 . _ _ _ _ _ V 94.o Fs : __ o _ { . _,- 100 , _ .. _, -_ _ _. __ _ : __ _ v �- .a Fps. _ - _ _ _ te,x _. - - - - - - - - - __ ._ Y - _ -11 . 1�r - _ -± fl E di I I I -±__ _ - -:. ._ _, ""._�_—";.� - :__.U_ _-r -- �, �rl.--- _1 I I ! -- . . - ­ ' { , f : _ ' ; + :„ , _ . tt _. - I : ' ,. .. - - _ _ .... _ -. _. _ ,. /� - 1. 1. 1. -. -_ -- _ --,..- _. 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VERT. 1=4' 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 �- __ , ` — ` 'ITOIVS \� T��N F �' ;\ 1. -- � � '\ SHEET 2 .'— 0 `Sl� - \ / aS �� _. y ,0 '. - - \ _ 9 � �, \'. -- � \__ lam,.. \ \­'_ __ .\ 90C3$' 4 ���`` ` _ \��11- ` ___ < `� A !�� 11 `�`` �� \ Lr> 1-1 Ir � .- .- \ \_'�_' ! � �/ f-,' 'I' I - I ;. . db *-I 0 a�\ �\ \ .j 2t+71�2� & \\ URE \ j ' �J � 0ZF \ \ / END RIPRAP DISSIPAMR ` ti \ ,Ab r'�4759— r � � i i ,i 4 . s � - BEGIN RIPRAP TRANSITION 4 7'� , __ / 76 B , , - 'VA3dam�,� � `rs�� - e \ I t li / _ - t PAD-4 PAD�5 / % �` / f/ `i0 m+ �� s ` CA, 4 \ -- ---- \1 L ,i J g �� � � = 100�� m � � CO UCTION NOTES ti --� — / /` 7,A PAD�4D,9 t , 40 �� `�_——-�— _ —— —`— +IID—�-— — // // � Q i .�� tI. _\ A — —— — ——2d+-W—--- ——c.. ———. — — / ` i e� , 5O CONSTRUCT 42 RCP do BEDDING (D—LOAD PER PROFILE) '>, 4 — tom- �.-- —,_-- ` \ \ \ � _ ——�_ �.- — — —- L — _— —_ {� — — ;—— —— --' —— �' �� 20+30.38 EC 4A ' CONSTRUCT �1NCTlON STRUCTURE NO. 2 PER CITY STD. 331 SEE DETAIL 'B� 1 -�--—— — - -A-——, —— —�— —,1-1 - - �� ��.,— — rr -- �z--._—t— — — HEREON � 16 — ——— — l —L——1———— — — ® CONSTRUCT GUNITE V—DITCH PER DETAIL ON SHEET 2. i �\ — ——--��-—— ,,, r 5 29+79.06 BC - j -6 4 CONSTRUCT CONCRETE FLARE END SECTION PER CALTRANS STD. PLAN D94B. '�/ ;�� � �� ` / �� 4r3 fir,:� _ � 1,; ,;,,-' Ppb=6a.2 'Jy �_ , ,Iwl 21+5&29 \\ PAD-44.8 PAD=�0.3 ,• \ `\ /1' \ `�; _� 21+&29 � , �D�5 11 f- +2fo1 CASWEW WAY'C/t IN T. ® CONSTRUCT 1/4 TON RIPRAP (T=3.5) WITH NO. 3 BACKING AND FILTER U fi�E'ET EXIST. GROUND ��► BEGIN GUNITE v—DITCH � f �.=` `�' ! � FABRIC (RIPRAP, BACKING AND FILTER FABRIC SHALL CONFORM TO ,t., _. \ t BEGIN RIPRAP OISSIPA TOR��---L - END RIPRAP TRANSITION - �� 4 9 �: � 95.89 PfNECONE WAY C CALTRANS STD SPEC SECTION 72). ' \ �;.. s -.. \ f _ -1 I /� �/ �. \ 1 f' / `! i ` � \ ' �j a` � \ \ \i % r f' l � \V \ \,� \� 1 I \ \ ; \ \ /i /, 1 a \ 1*0 - \( `\ DESCRIPTION OF REVISION DATE APPROVED • ` LINE B � ��\\ �\ �` 1439.18 ��y / F � -11 11-1 30' FS C I l O o __ at FS 8 90 % —— — __ ——— STORM DRAIN IMPROVEMENT PLANS �. CURVE/LINE DATA N - _ _ -- DB-TAIWEAF i0 LENADW.. TAAKIYT TRACT 14759-1 Q N ` — _ — —— AO NO 1'25'44"W — 616.77' - LINE 8= STA. 21+58.29 TO STA. 30+00.00 `n �9 _ — — ——— © 31-41 '57" 100.00' 55.33' 28.39' 11*1 `` 20' C N33'07'42"W — 105.84' — Approved By : /� DATE: jf/�/U 90 \ OD 35'21'28" 45.00' 27.77' 14.34' )OFESS/0 CITY ENGINEER /y�AJ- / RCE NO. 24953 c 38.90 FS 9.18 ���0\ f,f`�y DESIGNED BY: RECOMMENDED: �c. t ORR 40 X40 80 oy = AMT �+j r*+ DRAWN BY: AE11CASCSHEET _ XP. '06.° �o6 os ENG 1 N E E R1 N G 4 of 10 t I - DETAIL �B ?-1 - Y 937 SOUTH VIA LATA CIVL 1"=10' Sl4l f OF CA1'�1 COLTON, CA 92324 CHECKED : SUITE 500 DRAWING NO. QD i CVA PH. (909) 783-0101 FAX (909) 783-0108 x000 -D a PROJECT SHEET NO. OF - t BENCH MARK: _ _ 41-r- _ _.. -_ .- . - 11,- - __ - w .. :: . . 2 BRASS DISK IN CONCRETE HEADWALL STAMPED CITY OF RANCHO CUCAMONGA BM w :: -- :_. : R OF __ _ � .. -, ___ ..,.. _ _-. - _: _ , :,. f 0089 1987 AT SOUTHWEST CORNS _, _<- : _ - ,,: _ - VENUE .; _ :< _ _ .. _ _ _ _ _,. ON 15 . _ _: _ _ .._ _. _ . _ ELEVATI 07 031 FT - _ - _ _ _. _ ___ _ , _<_ _ . ELEVATION = 459.343 M ? i- I , _. _- . _ __ _ _ BASIS OF BEARING NORTH N SECTION 7 _... . . _ - _ ,. _ _ _ . . .. _ _:.._ ..__., - - _y_ : .- . _ - R`fA -,. - CE, A SSD. _,, -.. - _ _, , .. Poll - i - - _ _ -- _- - - _-'.. j I _ _ �_. , . .1 -R___ i w __ I j - i IT I I L a . Y .. _ .- -I r"i - .. > _ -9 -�LT � . . •. .. ±-, I - - _ _ i i -I I f-__-, .�w,", I -I __.- � I _" 1�1 I , t . I .0- __< __,_ a _ a s.n. :c U _ _ - ___ _ _. �:-..,i ,__I I I I If! -1� I ICA, ._-,%-- .-�_r,t�- . - I I.I-� -r, __-�.-I.- r 1. I T - �. 9 .1-I�I ­1.11 .- I I r. -I--�l 9-�I � I�- V - *I I ,- _.. - ws - _ _ . : _ _ I I _ _ _ - - - LL .. - -i ,.--�'� Ir - 1, _.I, _ � - i , , J r . -. _ -1.. I"P�� �%r�- %­ i . -i I" I -I� ­-+ - - r 9 � I r 11 r% -- I I L - - ---- j -- ...�� . Ir -, R_ I ­ I, - - _AJ I "' I I I " - I I �j 16 I- : ., < .. _ ... _ _ i _ ..-.. _._,_, .,b _ � . .1. ­ - .- �: 'It ...%_­ ___ =_____6-.�- __ - ! I i i I -A - - - -I - ";."�.;� __ - � I t � - 1 $_ - -1 i I -,, �� -I I I 1 #6 I I I I i I i i i I .7L - ._ .1 9 . - 'N+ % I - - t 2 CP i i :.r.R__� _ _ _ . - _. - _. _ : : _ - - _,r� _. _ _ _. _ _ -: ,_ -�_ __. _. _.. __ _ ._. to : _: - 11V : - :r._ - _ _... - _, _ _. 5 . 4 __. ,_ - - 9� _j I :__11',ft-,- _� ____ __ _ : : - :: - _ % = , 8 _: - = i6. CFif S . _ - 41 QQ • - _ _ - - - _:. _ _: - . _, ...._ _ - _ :,__ _ _. - z _.. _ n , _, . - __, __ % _ : 44 - - : : . - _ . tNT -If :„ _.:: _.._ 00.3 FS _. �. .>_ _ _ , -fti 94 t __. __ _. - _ . _ _ .... - , s (jl A ...-- .._ ._. ..-. ._-- _. - - I - %%%% I � _, -,�l Ir -1 I,�, . % :, . . - � I I ,qqq - - . . .. - � -� r 9 � ,��r ,.,� .,9 :_m : -,*� � .: :,�-% I -.Cc- -,'r I -I :-, -__�.:: ,-:,, � � I r.: i� k66iffk I , r, -, _":.�9 1,,, ,9 __ r r, , I I . r : I� �-. � ': , I ��� . r �I - -... . � � , 9, %, � I ,:-1 -_1-1. - .. -�� ,:. ,:..---� . �:__-- , .--I­I �___ I�.I .- .-I -I---.1.... 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I I - , .. : , I � ' 4, t - _,_ _ d .-_ _ � F 4 --c. _'� � _ , : :�,-I , , 9 .." .%%%, -40' ... .. ..» JCA/ -_, ._ _ _ VERT. 1 4 30+00 31+00 32+00 33+00 34+00 35+00 7+00 8+00 9+00 10+00 11+00 to2 N 2 1 FUTURE O J m i-i N TRACT 14759-3 � J , m -` TRACT 14759-3 i g 8 � ;` (FUTURE) FUTURE STORM DRAIN FACILITIES BAU77STA WAY 10 4 1 o +g i g O PAD=57.7 -, _t5 _`llk� ,9 ! 1�1 PAD�58•9 R ti �- - ENDS24" RCP, C "� PROJECT BOUNDARY =` _ \ +� , ' 1 ¢, 1 __-- � _ _ \ � � 10+19.89 LMVE C ` 47+52.14 BANYAN ST• C INT• I4r \ _ � �, 1458.40 BOTTOM SD �- .} = 1+0000 PEAK PL C/L � BEET�� �� . - - �� '\ ! 1 1455.85 TOP SEWER ' ` 1 _ ' 11 ;' � � � - 7+ . 7-�ME ! 0+ UNE C PROPOSED CURB & GUTTER N �` ---- `� ,(1/ �� 1451.72 �pTTOAI - _ \ 1460 7t TOP O SD WATER r 1448.69 TOP SEWER PROPOSED 12" WATER "ftllb L _ 11" \ _ - ____-_ - ___ i � r` I i -"Z --�-----�-_ \ � - PRC 7+71 8a k o �2�PLOP _Z:: / 517 UNE t 14 20 E < _ NO 42" RCP, C t ; -- - --- _ / LNVE - - - L f.. 5 _ C V - - - _ �__ --- h t --- ---- f I - -- BANYAN STR _- - -- f ; t ' �� r- J B - E win Q°osED _ --- --- ,t __ F CURB �- __- `` �- -_ T - _ -_-_ .__ 9 _ --.. _-. . - __._. _ __ - -_- 4 SEE PROFlLE i 1 t ( , / - .r a1y SHEET - ,�. / I _. ,: B ` +28.30 NE 30+14.02 ill !J G \ / / i . 11 T �� 1 55 00 7TOM 34+ 19 BA' STAY __ 2 TOPT - _�-- -- , WATER - 2+73.00 BAUTISTA WAY /L BO 9�21 BANYAN ST. C MIT. r 47+27.69 BC 30 4 C c 51+97 W - 1�.6 - _ f PAp A - t :,+00.0° CA T + /.-- �_»� \�� \ / =SB s y Y 10+03• SES �._ 00 V►T B8 . , 10+95.43 LM/E 810= '� --_,-_, _ l N 14, 8.25 �T10M SD :1+� µ2 Cz4.6X-�---- ST. STA. 50+34.70 89.39 RT / ' / , /// 1,152.29 LAT Aa6?242. B:18�. - ` 72" CMP RISER 18 .81 X` I/ 40 80 p118 R� V►T 0 ON 94EET 9) �(, FllT_ A A TIES 10+ CB (� PROFS BASIN IN +PER STREET >"NCT 4�E ~ 1 I< = 40' 1 1f` mmimmilml T IMPROVEMENT PUNS s9,3 LINE C 3 INSIDE F�' ST• ,2 ,6 51+97.79 BAN Y/►N 13 c� �5.00' -- -- ---------- __ w__ .00. -----------`----_- --------. -- I I ___4 -__ __._________ n DESCRI PTlON OF REVISION DATE crTY -- __-_ _---- -- APPRovED rn 1-1 to LINE B CURVE/LINE DATA CrTY OF RAS CUCAACfM a R/W BANYAN ST. R/MI DELTi�/EAFM RADW LENIDUT. TANCEW CP I I � 15' 18' 18' 20' � Q 5149'69" 45.00' 40.71' 21.87' STORM DRAIN IMPROVEMENT PLANS it'R 0 N75'55'43"W - 29.74' � C 21'43'06" 992.00' 376.02' 190.30' TRACT 14759-1 CONSTRUCT TON NOTES � L7 8 12 ...i 1 w CONSTRUCT TEMPORARY CUP CATCH BASIN CONNECTION PER CITY STD. 311 ® 91:40;51 " 22.50' 36.00; 23.17' DATE & STA. 30+0000 TO STA 34+52.73, UNE C O CONSTRUCT 18 RCP do BEDDING (D-LOAD PER PROFILE) ® CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 OQ N86 06 23"w - 11.55 - I `` O CONSTRUCT 24" RCP & BEDDING (D-LOAD PER PROFILE) F 41'25'11" 45.00' 32.53' 17.01' Approved By : DATE:///,1'/6-� �ee � O w ® CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 - _ -��(,G{ RCE NO. 24953 G N44.41 12"W 55.1 1 CITY ENGINEER ROF ESS/0 a CONSTRUCT 42 RCP BEDDING (D-LOAD PER PROFlLE) CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL �`� Q 10RRf TYPICAL SECTION AT STA. 33+00 © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) ® SHOWN ON SHEET 9 H N01:16;27"w - 15.14; - �O` '�� s DEsfGNED BY: C RECOMMENDED: LOOKING DOWNSTREAArI) ® ® CONSTRUCT TEMPORARY 72"-14" PERFORATED CMP RISER INLET I 55 59,19w 45.00 , 43.97 ' 23.92 ' � AMT € N CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 12'02 30 992.00 208.49 104.63 � Na �� r" DRAWN BY: AE11CAS SHEET ; ® K 92'21 '58" 45.00' 72.54' 46.90' EXP. �/ pS E NQ G I lV E E R t IV G 5 OF 10 CONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNECTION PER CITY STD. 308 7.�� 937 SOUTH VIA UTA c* NOTE: SEE SHEET 8 FOR CONNECTOR PIPE PROFILES �S CHECKED BY: $(J(� gOQ DRAWING NO. 4tE• L�� COLTON, CA 92324 CVA PH. 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I /1", 9+15.26 OCCIN 114 TON RIP Lj W`�� (, ��// COMTRWMN NOTES . 9+3292 EC __ // ,_ __ if 42 +5 a � '-'---.- . - _ I I I I - - OCONSTRUCT 18" RCP & BEDDING (D-LOAO PER PROFILE) W-11.(Y. H=8.44", L=6.9' +OZ81 - n of I CONSTRUCT 24" RCP & BEDDING (D-LOAO PEI? PROFILE) I I 14-7f 0 tf�a @ HITS THE 0AYLIGHT. -- 9+77.33 BOX CULVERr- I I SEE OEIAIL HEREON ,,,N 10+00.00 LINE E , LINE Er'. A-" 6-30' C=6_6 10+10.29 LINE E 10+33.9 1 @ CONSTRUCT 30" RCP & BEDDING (D-LOA0 PER PROFILE) - - 1`47 4 LAT EI@ / � ,�- I I 713?8'0('PT §A'TER /11-W0 E FACE Ca ----,) 9+87.59 BOX CULVERT I 1 10+13.68 BC 21+60.07 BANYAN ST d-,\ @ CONSTRUCT 7'xJ' RC8 CULVERT PER CALTRANS STD. PLAN 0.80. (SEEE SHEET 10). 7"I TOP 13OX CULVERT I N . L�E� � __------ 1478.01 130T WATER 10+2.5.45 LAr El 10 it - I \ / =28. V-.3.w CONSTRUCT LOCAL DEPRESSION PER CITY STO. J07 IrASE A) -------- -_____ - - ___________,___,_=�_� _______�_______ 10+00.00 LINE "O' - _T 4 // 77ZH,7 10+25.45 LAT El 30 -1 0 ' %%,o-1 - - - - - - 1-1 - - - - - - __ Z__ - - - __ - - +6-1.5"ANYAM-5 TREE__� - __ _E� @ CONSTRUCT CURB OPENING CATCH BASIN PER CITY ST0. 300 - ____bl_ _----- - - ',��8�lq &r COLLAR _J� - - '00,11","- 11 - c ----:15 - I__,�� - - - - - -1-1,P- I __ 900.00,- - - I - 6 , - _r!1�2e4__�� _ _ _ __�:_�,_[ _ R . _ _ _ _ - __\ _�. ____ - * - c 0+4t.0 I '_1 - 0 CONSTRUCT MONOLITHIC CATCH 13ASIN CORNER CONNEC71ON PER CITY STO. 308 - I,- __ - - __T:::_ - - / 1\ 1 z ,<�� I ,,� -,-- .1 - ____4__�_ -----.(--- ___=,�_:_4,---- -03 - -- ---- ��_ �- I . __ - __ z - -ftgz- -- -I-,' 1-1 . ____� - - ________ I - - - - - x - . I __ - e) - - _. __ . I /I / Z__ - / --1;or - I f / � __ N yo -Sp \ / �- I 0 CONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNEC17ON PER CITY STD. ,309 -- I -V ::-Z=-17 26+00 25+00 - ------.- - . - I 11 / � x le �­ ,)3+58.21 B(Z _� - - - _ _ i - - 2400 30 0 T El ,L 1 2 Z10+00 b " WA TER_j 19+00 18+ - ,Z_ i - i - - le !9/,L--. * - 0 _ I mZ__ -.,rl _�2�+ , - - ,a I - I - � CONSTRUCT MANHOLE NO. 4 PER CITY STO. 321 1 � I i I I " I "E 1��q i � - I i _� - I I - �- 10 I I -- - . -7 � I � Y-1 : . F +T5.68 q lj+81.69 LI E E \ @ 00 ,,�BANYAN STR -400 1 4� I 11 ---- EE T_- ,_11, K,r,IN lz 00 __ 11 - 4 - -.- - 11-1 N � "I .., - " 10, - Z�� Q____ . - - EN - /_ - - . UCTURE NO. I PER CITY STD. JJO __ sl!r .1 ::�� 4 /---- - �. ----__. .� =� .. - - .'*I-- - �__ - 0 . .11 - - - - I I ___�_�_ --I- - __ ­ ­ I - =_2!T_�:=__=�Z ----- . itA � - .11 - =�� - __ - If .. t __ - - _� le lwe _� - - _�___,,_� .---------- *,- �==- - J__ � I :�__ / ___ - ,- �� *4) r ,.,- ,__� I - __ F_ �_ ____ � CONSTRUCT CONCRETE COLLAR PER CITY STO. 336 . __Z__ LA,_ _/_,_____Z________, - - - 0,A--- 1-11 __ll / __ �= -.;:71 __ - - - - - 0 _'y' - ___ 'I--q 1 9 y J44.15 a "I.1-1 A - - - __ - . - - .4 . . . . � . �__ � - � 7-j ll� ��_ � y__.-, CONSTRUCT ENDWALL_ AND MNGWALL FOR, 7'x3' RCO PER - - ____=___� - I*:,_ �� �� ,-/, - f5 C;___�____ @ ----__.,_, __ I- - - +42.3 EC I ,-� "I - DETAILS SHOWN ON SHEET 9 (W-11.0', H-8.44', L=6.9') - __�­==:: - -4 - - - - I ENO ,-e,ki, eox(q j I n T E2 z .11 x A . 18+78.21 BANYAN ST(B@ - , - ___� W-11 6� H=8.4�# , I' I R "I ,- , .."______ 15 1318,172 LINE "E' CO NO. 13 \::::� PROPOSED DRAINAGE DITCH ,_� 10,.11, 00, 11 I INSIDE F'AC CC 0 CONSTRUCT TEMPORARY 30" CUP (14 GAUGE): USE CITY STD. 341 (TYPE 1) PER SUMMIT AVE. STREET PLANS _148()-------- z , * 0 . x - I., x __-;�,; V-28.001, V-5.00, FOR PIPE BEDDING __� __� ,�_� DEWL *A* I � .." 11 z � _______� I /SE,r OETAI�, - ,01 , �11 11./ I/"I @ CONSTRUCT 114 TON RIPRAP (T-3.5) WITH NO. 3 BACKING AND FILTER q7 - 100, �", 110�/I "I"I FABRIC (RiPRAP, BACKING AND FILTER FABRIC SHALL CONFORM TO I I r .�ja I A X,, I I CALTRANS STD. SPEC. SEC77ON 72). (SEE OE AIL ON SHEET 10). 17 FL - WL 'I EM77YO r ./ \ �� /AND ', SLOP 'il 11 \ -1, I/ 2I+92.22 !1!:?o!!IlINI IAN ST. 13 If CC �l . 1-1 NO. 12-AM ST 0 "I ..., � c7r,J�'b - "I I � "I � x 100 I/ 10+16.9 -28.00' V-5.00, - . I- I/ 7 I/ loll INSIDE FAaTU-0 � .., . ,//, I//I 10+61.02 LINE E- 9+44 INE G 10+48.36 LINE G z , I/ 10+00.00 LAT El &I LAT E2 1475W 9 147Z 94 TW "I x/ .11/I Of- 307, 02-247, L-5.;4 1468.60 Tr 147ZO3 TW 1471.40 TF , ,- �", ,/X LAT EI: Al-45', 81-18 , CI-2.30 1414.53 FG 1477.44 FG . "I I/"r " / , LAT E2: A2-45', 82-13". 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N TS I I., -�� I �I 1 _+1 - __ -,-I, � , � . I " I � i� - QAff LGU TJ_W 6. -1�' I ,,f - It __ % I 1 1465.J4 TW , Mii I'll \ I " - - - __ __ --- _� - - --.- .I-- I I 11 . � k,� I Iii � 12 X� I a 0 - --- , 11 - - I __ ��',�� � / � t I , ==== '17' 1 . 5' . , '--1 to �i I � �� � -1)f I ___�_ / .... __ . I t441Z I- ��, / - -_--_ _/ /_0 i� I i ,I I - ,'I _�, , N::E I I I �It i� I aTricT, I ­­ - . 11/ ,/� / A / ,-Ale, \ \ , \J11 � � wly 3 = :s� ,- - ON OATE ii ­­__ ; I I I i I I I�I 111 - -1 ! 14-6V4 J468. 7 14 1 I_ f ,," ,/" /�, � I 1 � ,�/ 1--,. � I Aft.J-d- , -1 1'�111� / ,---,, I . .APPROVEO �11 M _--l- j -IT - �, el / /' 1. 8 I�' I'll ;;; �,,/ / , __1_1 �� 10, - `11 . 1 . . .. I . I I I --- 0 Amm-H a a ,/\ - / \ 0 � �, - V 11/1\ I I I Ill 111111 11 I / / / I I - � - . 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I .... -I I - :1 ___,� - I 71 ---It I, ,,, 11 I I - .�= __­ I - 26' .3 I- _�,�:� - - � - - - , ::=: A � \'�%i�I i11111 I 1111 .\\\ I 11 . �,"'- V � I il - 1,---I \_,_­�, � I 0 - __ - - - "�\\Ij k I k�AIAI i I \\'-- "I "N"o 'V____________,_.___ � � I ____1 I � �. / _-1-- -.,-,, , i 11 � \ I TRACT 14759-1 � L I � I - � k \ s* a ; uy �rl R 0ma" \ , I � ;, I � I S M I (1, , �, "\ � , i i I-,- \ k"X DUAIL \�% 0-0266 \ / k - I / Z: I , Z__ 4 - '� . -----,\ 9 � t " I - 11-1 A � I \ � f_ _\� \ A �,_", / ",___ I , " � I 1111--, SCALE. 1'*-10' %.0801-1 , � ". . - I ", V T I i LINE H: ATA 10+00.00 '700k STA. 10+71.00 \��� I i I 1/1 10+06.7-00-_ -�� - __+_�__ -74 - __� I I ,� 4 :==---I-/ , k" I i i,- i I I - L��- ---- = .0 - -,----- _/ -"I I ­_ _), � __- 11 " � i _`\�\,/-' - ��_�� . i , , k�1 0 k�1, _1_,_,___ / �, � . 4� �1� 'I'll. 0 '-"--\ -- -4 -11- - - - - �, \ ,- . I .. I � "L---,f' � I , Approved . __2?1"Ivll!�;� 1 I'D \\ � _'I 11� '�,,S'Erg� I I I i9y * VA TEE*.' :4Zi�6 - ­­" 1� I .. I k-1-1-1 '11'\ (H 8 t "I I % - ___ of fs CITY ENGINEER �e O. - 24953 - I . I ,-- _­_­` � /�, - _\��7__ - - - / , /_/�ic a w RCE N �, ___N I I - /"/*/I , � 11 V ,� ', = . w-v .88 - - � 'k 1-1 _f,&4�2 It i 0WHIC SME ; ��,"\\�11 -, R -IN -, � 1­_,� / \\ � \ \ - ­,� _1 I I 11 /-\ �, 9 Ie, 40 0 20 40 80 I I I . I � i I I I u OESIONED SY. i __ 1 4. - I rnm e77n� - 1.9, . IN -, 40# LINE H IT AUT RccOmmEN0Ei>' . N . 6 0 0/tAWN UY. ' AEI-I-ICASC SHEEr (/ .01 FXP. 06 :3 /06 Os ENCi I N EERI N (:-j 8 or 10 1-1-0q 9,37 SOUTH M LATA . - I'll � CIVL - CHECKE0 UY. TaIT&500 DRAWINO No. . COL , 92324 .5 1 ­ . or cm2x� C VA PH. (909) ,7�"_0101 W (909) 783-0108 1 c;zj)00- D j I ;L . ___ __ __ -- ,-- ­ - .- - -, , I , , I - I , , - - , - - - __ ­ , , - , * * I .- :__ __ , - I - - - I I, I __ , , - __ IT. " , - __ , , , - - , - .- - , - - - , - - I , , I, - - - - , __ " , , , , , I - - , -"-:, ___ -,T= ___ -1 - F ____LT__:___T_______:_____7- ­-, - -- -1-7 ­ - _­­ I-,-- " '�_ [,f7- ___� ----- -,:---, - __ rl - ____ _____ __ =' - _T_________:__ __1_______ : I— ___� - L=____t ___1 ,[Ei F-a"i., -,- ­ _­ - ­ --�, __ __` 1--ti: :---- --E-- [1----:-_:-_- - 7-1-1 ­_ - - - __ __ - - __ - __ -, - ­ - - __ - - ___ = � __ - __ _ I--------- __ - , - _�� __ __ - .---- I_:---__ __1 __ 1___,_:_7-_i,,�` 1 1 =[_= , - - - , ,7- ___ ___ - __ ____ I I k-.----" _,� _: ___ - ___7 - Lff-E, . _ , � _ - � .__ . __ : BASIS OF __ - = -1I : ­ - T__ __ I - _ __ - , ___ _ 7, _ __:_�� - _ , ____ I � I A T , ,._" __ �Z -I,-- I - , I - -1 � I I ,--- - ,- I - I ­_ I L-1-1-1-- - -, I--- ___ :-,- L , __:� - � - " , " - I I=--=-. , :� I: I �_____Fe-----z , -1 ­` F-1 � ___1 __ _I`_ ­ __ I , - _ - __ I I I I I I I I F 10 � b - - - - � PRCVECT SHEET NO. q%41. OF- I I . I I . . . I I . I I I � � � - -1 4 , , BENCH MARK: . f ___ 4 1__ 'I.- ­ ­­ I -11, ­_ .11 -1 I - __ __-, _� . , __ _-4--_ 1.4�_A__f_-4--_ _ fl­1--l-Tf-l--T t I 2 BRASS DISK 1N CONCRETE HEADWALL __ _ _. -t, _ M STAMPED "CITY OF RANCHO CUCAMONGA B . _ _. _ . _ " _ - , - � 10089 1987 AT SOUTHWEST CORNER OF - C F S.D. _ O L 0 : _ SUMMIT A _ _ _ _ _ _ _. VENO _ / : AND EAST AVENUE SU VENUE . ELEVATION = i 507.031 FT - _ . _ - __ - ELEVATION 459 343 M _ < . C G Q N . - . . 3 O °C � F3 S.D. : _ /` : . -: - z ...._..I t . _ -. - _ IS F SARIN - V "� i � :, _. : BAS O BEARING NORTH UNE OF SECTION 27 Gf LFA 5.0. _ OdE NHaSRA ; - _ • C/L 01r S.D. . -114c'u t 4h i t Xf Tt 0 0 N I I I � : _ _ _ t: I ♦ fl___H�L_t_ _ i i i I i L f , " CfL U S D.> 4m _ _ AO C/L OF S.d. F _ _ 1. _. 1 11 I I I .- it w "' IC L S.D I ,� d o ; i $ _ R . . _ -__ ......!� � m � ' � —Hz > HT - I ­ -- , I I vsMk 1 SjRF�C, ___._ 'l� I L < - - - — T I \ _ X. _ * , I - I I I —4 I. - .:. � . I -­ I. . " s . I �.. 1. : . I � .. N �� y ^ . .. . < rV • :: "F - O N h _ d F6kff�U , . . I I — 11 . V ,. N* o ,crt F s.0. l __ o � . �, 11 — ,jr - I 1 1 - I I - -- -- ' 4 ,-T,, __ _ - - - _ _ Tr z 3 U ^- :r 3 100-YR WS 00-YR v ►'� :: Wklto . - : rx _ . - : : - .:: _ ! ... ! _ - ' t : .. _ , 0 9.5 CFS _ _. _ ' =�vs .. 8 s too _ f too YR wsE -T- , -] 4� .a1 , _ ri.�r I oo-YR - _v V4Ar= S.0 FP5 - -YR MSE __ . _ -A,- , _ I :_.�'j L I .:, I �� ,I- __ _ . ­- .- I.- I I , � -1 -t I __ I I I _� _ _ _. _ E 4 i - - - '� t--- 1 S-0. O S 11 i t • - - ' �'�.� { E��O� g S'I'B - __.•_._., _., A 6A�� _� 11 ._ I H6 4 . _ .- 6Lic OA . �0, 5 o I3.1 cFs Q = 12.2 cts _ _ Q 37.1 CFS �- � � _ _ -- _ - _._.i - t. _ . . ... 1 CIO 100 D I - 100 �• •�g _: � - r Z.a o v � 6 0 '.pt _ . — l �.t _ . ��tx �Ax —1 j I �.� ��S 87s71 v 0 37.1 CFS -. iV­ I_T� - 'h , �- � - t i I o z : : ELEV S t _ _ _ _. w __ . __ s .� ft . I 11 -. _; _ _ N _ _ _.. ._. 7.fi 1 _ IRI •r _ w pp tt - : i79 .. *� Mad __. - h _.: �i 2 IT or9 z M h p — �2 W i t�pp {+ _ _: d _ _ ' LO +p�A to O t - 1 I - I 40 8 f o _ _ R + -� s z �, � � $ � W k i `f 4 1 , I "J N 2 O , v� '> 4.�3 R %P I 1 , , - I - . ad Cd i 00 LF 1 RCP i _ 0 ! * - ..._L-. 2 o_ �- z z D-1200 - _ 1.Ztt _ �" _ X2001?) rc r _ - , �,, - _ -2!700 1 ;(D _ _L. _j ±hf t _ _ + a 'I�' O • 1 V _ - - _ _.:: � I + . - I � ^ ! ^ 1 ^ !' 12.0 FS n 0 zi a: n " }� 4a _ __ O > i++ �o `$ 07 Qi ^ > _. 100 _, �'a S �+ �z ^ co of + V o .4 . _ = rl " ^ ^ O 150 . , ^ .r p,.► : _ _840 Ii I I — .. Vt : ._. C4A _ _ , .- I —1. t� 1. p 30` RCP — I . — _ i :. _ W W _ L _ 11 199 W 4- 4-_J A � ­ j �,` -1 �� 1-1 : D-1500H. D-1500 - I _, , : ♦ �rt� PLAN SHEET ` __ _._. PLAN i 0p SHE><T . _. _ i ,. _ - I � r . " - _ _ _ _ . - �. . I -"' ' T'A _ .. - - .. .: _ _ _ 5ff.3�.!E' _ _,_{. _ , {iT-1 _ _ - _ - - I d . t- �j -_--rrrr -- � I - ,-1-------I_', , -1 I - , � _ _ ' (SEE PLAN 01V SPIlb4ob FFY 3) { E 4 o ttf 1 " Ob . _ - f _ _� - - _ - _ _ _ _ _ _ r. . _ _ I i I -4M66E . . .If A , E f , .__ I I _ I i -1 r - _-t —I I If T1�V IZ'1� �tf . - _ —t � i -I I . _ I . _ - I : t-1 , SURFACE 0 CIL OF S.�I I + - � I - .1 ._.. .� � I 0 C/L OF AS.D. -&-, .# _ _ _. .__ : . : , _ _ _ . . __ _. __ i 100-YR w� � - XISTtIC C 0 � 11 . DO-YR WSE , - . �� .._ _ JNLEr cLOGCEa- - .. . , . _ .. ;t) O - _ .D. _ _ O OF ,. _ JNLET CIOGGEO _ �.� n.� = G/L _ • :.: • r. �� r . ` C�fP Jhftf� - - ♦ , A .. 3 v _.. : 465.08 , IM EL O CIL OF S.D. _� Ll- : / -- _ - : - 1464 t _� I Do-YR : _ _ i DEBRIS LEVEL , LET UNCLOG - ,. . : WET - �W. ., PSD I ... _ __ _ _,.. : _ . _. _ _ _ . _ RIM LE , _.. AIN IN T _.,..' 1 U FACE C L OF . s S R . f # . ._ RIS�4ZVEL _ 40 _ . 7462.47 � A— I I ! � -� _. _ " } _ pig _. _.. . ..- _._ _. -., : . _ _ .. J 6100- , 100-YR NESE , _= -1 I . BASIN INt I . . . _ , - . _ . _ . naLEr urvcLoccE . . ; . . _. E ♦ ..�._,. . ! f a it I 3 E ! • f _ - — — I _______l .. i " . 77 .--::::, t - I — _- � daP kr�le - _ _ _ I - _ __ :: 5= : _ . : . _ . . _ _ _. . -# u - - _ _ v _ _ 11 _ ELE s :< _ _ - - E S . : . :; - - I . - I -- , . . .- i -j f . - .I � --- -, - I . _ S #.� 0 _100.3 CFS INT C D _ _ _ . _ _. _ _ � �__t ... _ � 100 - _ w1�x t�`r _+_ __ � If- - r- It - - N _ _: _ LEV S . h z -_. . ... _ . - E '* ^ - -: _ - _. . . _ .._ _. _ _.-._ _ I v r r , . t - i ..1 J �> h a = 2 I ; - --A A__ __I _+ i I I i 2 _ _+f - �1 A - I t. as aat _. tp�, O 4 o}} tt'�,�� c,� , ... . _,, I cjkf — 10.11 CFS, . . � � I -D TA ' -1 _r_ - + I-- , � O p 6 _d W.f -_ L. m^ { _ � . _ ,:Jr .. s y : 7.21 FPS >r .. - z 100 crrY .- ©" - _ m h • _ DESCRlPT10N OF REVISION DATE 1_: •30' CMP t a _. APPROVED _ �+ 161 A TA - J_ ___ _._ _. t 6 ..!_-f - o ^ Z 12 Z I �l Y : a a� �c �o - - - z _ _ -+I eO ja O h N Z �p . Fs CfTY OF RANCHO _:: , n -9 19.6 CFS (INT GOND) Y _ w _.. N t. 1/ 4.0 FPS (NT' Cf}ND _ 4 Q .:, , . , ( _ _ _ M,IX ) : - ^w 8 � } S RM / P N ON SHEET _ } - : TO DRA N IM ROVEMENT PLANS a :. s�E PSA ). : ,•#2;Rte' . _. _ . - - {0 2000) , . TRACT 14759-1 . . I N - - - .... . ..... � ._ , s f PROFILE SO4LES LATERAL PROFILES t 66 . (A � --t-1 -----. . ifivt HORIZ 1 " 40' - fyLAM`ON'SHE 1� VERT. : 1=4' / : :.. . - .,..,. . , .: : -. -. _ _ SEE PLAN ON SHEET G __ - - :. y U g., e Approved B ATE: / // . 4 . _ . RCE • - -. _ - - _ _ CITY ENGINEER . �� JNO. 24953 - __­­l_,_t__] 0 _ . . _ , . . _ . . _ . _ __ . . _. - : QRpF ESS/0 a - O DESIGNED BY: C RECOMMENDED: : -:: - .5 _ _. - _ __ �c, TORR F 0 _. . o AMT .: - - _ rn DRAWN BY: AE11CAS SHEET _ _ _. _ - _.,- P. 06� X06 E N G 1 N E E R I N C _ _ OS 9 OF 10 / _ _ _ _ � _ __ r _: _. _: 937 SOUTH VIA UTA . : _ CHECKED _ . ..,_ . _ _. : _ _ �• CNS C D BY.- SUITE 500 DRAWING NO . _ 4T COLTON, CA 92324 "o E OF CA�'� CVA 11 / n <_ , - _ : PH. 909 783 0101 FAX 909 783 0108 L o LL PROTECT SHEET NO OF I I . i I I I REINFORCED CONCRETE WI N G WA L L S I ( HEADWALL SHALL BE MONOLITHIC.LAP ALL BARS AT CORNERS 30 DIAMETERS I A I IF NOT CONTINUOUS Design H 4 5 6 7' 8 9 10 11 12 13 14' Construct PCC m W 3-2 3-8 4"w-2 4'-8 5 -2 5 78 6 -2 6'-8171-2' 7-8 8 -0 cutoff wall C 1 -0 1 -2 1 -4 1 -6 1'-8" 1 -10 2 -0 2'-2 2 -4 2'-6 2 -8 B 2'-212'-6 1 -103-2 3 -6 3 -10 4 -2 4 -64 -10 r5 r-2 5 -4 -� F 1'-2" Batter None B \\ I \I� 2-/4 OR 15 S 1 0 1-6 1 1 -7 a o _ _ I - - \\ ` I I SEE NOTE 2 o None & a Q B c bars 02 !0,.1180-44 502 501 5®1 507 971 7®19 7068 9®15 10®15 - // \\ r "d" bars 025®2 5 14 5®1 ®14 7®15 ®16 7®12 ®15 9®i m� /T / \\ Conc CY F 0.32 0.49 0.55 0.61 0.67 0.73 0.79 1.02 1.10Reinf LBS 1319 25 30 END WEW 37 49 62 76 73 90 m N ------- - - --- \\ I I I ( I _ I 1/4 OR 15 12' Tongue end on inlet section. r� T I o.C. E.A. WAY SEE NOTE 2 Groove end on outlet section A MINIMUM DIMENSIONS E � L J-1-�-1-L_J 16 Total 6 1% PIPE A B C D E SLOPE �$ " C D DIA.. ./ ., ,/ .. 15®12 Total 6 S7o 12 4 1 31410 1 -10 2 -0 P"N DETAL 14 ft a Q1 18/0 9" 2" 2.-1" 3,-0.. � 14 r_0 or C 012 � � Total � 24" 9 1/2" 2 1/2" u 3'-6" 4'-0" 160 30" 1'-0" 3'• 0 4'-5" 5'-0" 1 �SECON C-C SECTION D-D 2- 0 Limit of poyment- L. N 36" 1'-3" 3 3 8" 5'-2" 6'-0"O- X ®12 for pipe .. ,I /I , v ,. I, aW-0 42„ 1 / 9r. 3 3/4„ cn 5/-3" 6'-6..1-6 48 2 -0 4 1/4 6 -0 7 -0 c0 Neoprene strip (t)p) 54" 2'-3" 4 5/8" 5'-6" 6'-10"' 3" MIN. �3-_ MIN. �TM B� SECTION 8-B 2-15 bl � \ / GROUND 1%I" E>p Jt Mer May be varied by the o 0 PART PLAN A-A Engineer to suit 41 P AST E " END SECTIiOIV TYPE B 4 OR 512' conditions in the field. N.T.S. O.C. NOTEA! W2Y o 4" o� 16012 ELEVATM --y: R + + 7_1718.p-�.,14 N INLET OUTLET "W" PER PLAN PIPE I S SECTION E-E DIMENSIONS 2-/4 OR �5 `r 00 1* OR 15 12' RC I E DETA L A 2- - PIPE L E F W sEE NOTE 2 90• BEND SEE NOTE 2 #6 2' 9" �4 cf] or[? ®12 DIA coNTlNuous BARO.C. E.A. WAY 24 4 9 2 8 4 On 2 6"] �TM A-A 5' Max for 1 : 1 1/2 f71 slopes, unlimited �� 1/2 E 1/2" Exp 30" 5' - 5" 3' - 0" 4' - 6" 3' - 0" for slopes flatter than 1 : 1 1/ jt Filler jt niter 36" 6' - 0" 3' - 4" 5' - 0" 3' - 8" 14 Along F71 Mope � B r 42 6 - 7 3 - 8 5 - 6 4 - 2 top of wall is- - " �,��, 1/2 Exp ft filler 48" 7' - 3" 4' - 0" 6' - 0" 4' - 10" NOTES: 1'-0" Max Gutter or #5012a �G� � 54" 1 8' - 2" 4' - 6" 6' - 9" 5' - 4" shoulderC (`'�Q� � -� 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRETE C " J M!2 See Note 9 r r ®36 �., 2. REINFORCING STEEL SHALL BE NO. 4 BARS FOR W" UP TO 60 . Vertical ' '5012 p Q\ Q� a Optional Const Jt 3/4 Min filets A ABOVE "W" = 60" NO. 5 BARS SHALL BE USED. 2" MIN. ®'16 „c" bars � 2-16 0 � ,_ "a'c---Ibors 4Mn. - TI rG� See Nots 4CEARANCE, 30 DIAMETER LAP, ALL STEEL Br Det 3�i O 1.5fE - �- T.S. J. ADJACENT SLOPES SHALL BE 1 1/2 TO 1 OR FLATTER. centers 1 above • outside ground. 1•-0" -16 2-#6 1' 0" 4. MULTIPLE PIPES TO BE SET WITH LONGITUDINAL CENTERS o Short See Std Plan BO-3 s' 2- 6®12 1 2/3 DIAMETER APART. "c" bars Vertical unless next to - _ 35 Did o battered section, 14 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/4' RADUIS. - then match r 0.25S .d. bars Const jt - R=g' "d" bars b II or 6. W SHALL BE INCREASED WHEN MULTIPLE PIPES TYPE A 2-#6®12 E I I 1or°cove aover io' I OR PIPES ON SKEW USED. T4.otal 7 d' -�8" ' C RCB 3" CI w ENDWAU 4W See Note 7 e• or 3 r. Invert Elev i'-o' NOTES: 1:1 45 Db lop bars o WALL f4d►8 ' Cir 7 i• FOR SHOWN IN BOXESWTH TAB E, SPAN USS NEXT HEIGHT GREA NEXTS THAN ANY OF SIZE BOX CONCRETE IN owl N.T.S. Const Jt I DIMENSIONS AND REINFORCEMENT. MAKE NECESSARY CHANGES IN BAR LENGTHS AND QUANTITIES. ve Const�t 2. QUANTITIES ARE APPROXIMATE AND FOR DESIGN PURPOSES ONLY. TYMAL WC __ see Notears 4 3. FOR BOXES W11H SPAN OR HEIGHT GREATER THAN ANY OF ]NOSE 4' 12' H=19 H SHOWN IN TABLES, A SPECIAL DESIGN IS REQUIRED. H=18 FIAT WERT 4. IT IS PERMISSABLE TO ELIMINATE THE 180 HOOKS ON EVERY OTHER H=1 °' 2 2 O^r_ ~ BAR. H=16 1 VA �0+ 2 7. yP 5. new BARS ARE AT HALF SPACING (SPANS 10'-14' ONLY). J 1 m'I8 Max T H=14 H=15 a I (:Z) P ,` T2 1 2 °" 6. "a" BARS ARE AT HALF SPACING (SPANS 10'-14' ONLY). O i0 , H=131 0, b 0 0In 9' GRAVEL BACKING �� oq Q� 2'-8' 1/4 TON RIP-RAP 7. PROVIDE PAVING NOTCH WHEN TDP IS EXPOSED AND WHEN PAVEMENT H=12 i Short \ (METHOD "137 IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES. H=11I 'i 12'-0"ors FILTER FABRIC N.T.S. 8. FOR DESIGN AND DETAILS NOT SHOWN SEE STANDARD PLAN 082. H=10 i H=8' H_9. � �r/r/V/'1L. NP-IMP CHANNEL �� SPAN 7 9 OR FULLSED SPAN)TOP, ND ADJUST PROWDE #4 0 18 EACH WAY (2' LAP "c" BARS H g - HEIGHT 3, H=6 = ' g ' p 6 6 c „bWrg N.T.S. " " ors Maximum Earth Cover 10' 20' H=4 H=5 0logo "n9W I Short Roof T1 8" g" W) '� W) "c" bars v Walls T2 6" 6" $ 2D 2D Invert T3 8" g" Spacing 6 1/2 " 5" DESCRIPTION OF REVISION DATE C" ... Y APPROVED 11 11 111 1 .-� -�.x k _ .... a ize Bar 24 18 20 14 10 7. 7 1/2J81' 6" 1 15 12 i 9 `g•+ " e Size Liar - C" OF RANCHO AUCAMONW 0 8 8 12 c v Concrete 13.7 CF/LF 14.9 CF/LF O Reinforcement 94 LB/LF 94 LB/LF 39 D 3" x 12" x (0+2f)" STORM DRAIN IMPROVEMENT PLANS NOTES CONSTRUCTION NOTES TRACT 14759-1 Unit Stresses: f.- 24,000 psi, fc=1,300 psi, n = 10 Maximum Toe Pressure = 1 1/2 tons/sq. ft. CONSTRUCT 7'x3' RCB CULVERT PER CALTRANS STD. PLAN D80. DETAIL SHEET Elevations, length and angle of flare of wings may be CUT 3' x 12' FOR 0CONSTRUCT ENDWALL AND WINGWALL PER i varied by the Engineer to suit conditions encountered T�HT RT 3 REQUIRED CUT 3 x 12 FOR DETAILS HEREON W=11.0. H=8.44, L=6.9' Approved By - DATE. / G TIGHT FIT 3 REQUIRED ( ) in the field. Walls designed for 2' live load surcharge, ® CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL "B" CITY ENGINEER (�li1 RCE NO. 24953 Z7a 1 1/2 : 1 sloping surcharge not to exceed 5' in elevation CMP OR RCP q Of ESS, c ® 2 live load surcharge, or unlimited 2:1 surcharge. CONSTRUCT CONCRETE FLARE END SECTION PER CALTRANS �� �"j OR R �! DESIGNED BY: plus RECOMMENDED: -o 4� £y oy If 1 1/2 : 1 slope exceeds 5; use Type 2 retaining wall. N.V��Q STD. PLAN D94B. a AMT ® CONSTRUCT 1/4 TON RIPRAP (T=3.5') WITH NO. 3 BACKING AND W r, DRAWN BY: AE11CASCSHEE, Wall height may be exceeded by 6" before going to FILTER FABRIC RIPRAP, BACKING AND FILTER FABRIC SHALL 6 0 7p O i the next greater "H". ( ExP. os/ dos OS G I N E E R1 N G � F10 CONFORM TO CALTRANS STD. SPEC. SECTION 72). 7-t-ptr 937 SOUTH VIA UTA ® CONSTRUCT HEADWALL WING-TYPE FOR 36-1 4"Hx22-1 2"H s} CIV L „�T CHECKED BY: UI, 5o0 DRAWING NO. / / 4Tf OF CA COL N. 92324 b ARCH CULVERT PER SBC STD. 209. CVA PH. (909) 783-0101 FAX (909) 783-0108 PROJECT SHEET MO OF BENCH MARK: PROJECT A& 2" BRASS DISK IN CONCRETE HEADWALL 9 IN THE CITY OF RANCHO CUCAMONGA clSTAMPED "CITY OF RANCHO CUCAMONGA BM 1 a 10089 1987" AT SOUTHWEST CORNER OF �� AV SUMMIT _ SUMMIT AVENUE AND EAST AVENUE ' STORM DRAIN IMPROVEMENT PLANS ELEVATION = 1507.031 FT ELEVATION = 459.343 M SUMMIT AV TRACT NO. 14759-1 &1515 OF BEARING - BB HIGHLAND "v 3 CONSTRUCTION NOTES OVANTITIES ViCH"MAP *I-WNAVE - O CONSTRUCT 18" RCP & BEDDING (D-LOAD PER PROFILE) 101 LF CONSTRUCT 24" RCP & BEDDING (D-LOAD PER PROFILE) 783 LF �J <_ 1-lC/J O CONSTRUCT 30" RCP & BEDDING (D-LOAD PER PROFILE) 743 LF r�� �_ O CONSTRUCT 36" RCP & BEDDING (D-LOAD PER PROFILE) 188 LF STORMDRAIN NOTES -Ir-lr-i _ PAR L A O CONSTRUCT 42" RCP & BEDDING (D-LOAD PER PROFILE) 597 LF I CONSTRUCT 48" RCP & BEDDING (D-LOAD PER PROFILE) 420 LF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO _� r�-STT << CONSTRUCT 60" RCP & BEDDING (D-LOAD PER PROFILE) 136 LF CUCAMONGCONSTRUCTIONSTANDARDS EDITION.ECONTR CONTRACTOR SHALL DS I BET PUBLICIONS FOR FAMILIAR WITHANDSHALL BEr I 10 CONSTRUCT 7'x3' RCB CULVERT PER CALTRANS STD. PLAN D80 (SEE SHEET 10). 51 CY RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. L1 �1J-�y 11 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER _ 4 I METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE -� (-rte-r -r�-� RO O CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) 4 EA 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) 5 EA RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK iS TO BE DONE -H I I ffutV ��I I 5 SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO __j �7A1 75' �� - 13 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 11 EA THE CITY OF RANCHO CUCAMONGA. CONSTRUCT MONOLITHIC CATCH BASIN CORNER CONNECTION PER CITY STD. 308 3 EA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WiTH L_ I rr--rte r -�-/, 1 I 16 CONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNECTION PER CITY STD. 308 7 EA THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 7 I I I I I / \ \ \ DIRECTLYRESULTING INDIRECTLY HiS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARESHOWN ON THESE PLANL-� -t�- \ \�y CONSTRUCT TEMPORARY 60"-14" PERFORATED CMP RISER INLET i EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 1./ �� \ \) 18 CONSTRUCT TEMPORARY CMP CATCH BASIN CONNECTION PER CITY STD. 311 2 EA DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO ��� C `y% 19 CONSTRUCT MANHOLE NO. i PER CITY STD. 318 1 EA CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ♦ �Gi' /i1\ CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 1 EA 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAIN, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I I L__1 J�/ /�� 21 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 3 EA 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD. 330 2 EA ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE / A\ ��� rLN6 � T �, 24 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 4 EA SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 1 EA MATERIALS AND/OR SURFACING. _�'-- �� \��� �h / (\ C, - - j AD 30 CONSTRUCT CONCRETE COLLAR PER CITY STD. 336 1 LF 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF I rUTUR - - 31 CONSTRUCT ENDWALL AND WINGWALL FOR Tx3' RCB PER DETAILS 2 EA THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION 17rKA£ x$ 95-3 �� ��{ \ �� y QUANTITIES BEFORE SUBMITTING A BID, ANY ITEM OF WORK REQUIRED BY THESE PLANS - \ ��� 1�7N� A �� 1 SHOWN ON SHEET 10 (W=11.0', H=8.44, L=6.9) WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED rF AS INCLUDED IN THE OTHER ITEMS OF WORK. � EF�� ,�T \ S/ \ CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL "B" SHOWN ON SHEET 10 3 EA �T T� "�' Y A� �� �- 8• CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR LINE H1 -� \ C \ \ ✓ �, I 3� CONSTRUCT TEMPORARY 30" CMP (14 GAUGE): USE CITY STD. 341 (TYPE 1) 74 LF THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON W �� �/ 1 �X� y / I FOR PIPE BEDDING REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY LAT F2 -L _ y� 1-- 6iy X \y7 �w L E A " " ENGINEER FOR APPROVAL. r�T6 LAT F3 LINE F a ^ .< / / 36 CONSTRUCT TEMPORARY 72 -14 PERFORATED CMP RISER INLET 1 EA 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY LINE E kA E2 / ? I I 1 I y yi /�4� �� / ����:\ P 40 CONSTRUCT GUNITE V-DITCH PER DETAIL ON SHEET 2. 1576 LF STATE, THROUGH OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE - - \ � v INSPECTOR. �\ \ / \ >/ �, T CONSTRUCT CONCRETE FLARE END SECTION PER CALTRANS STD. PLAN D948 2 EA - ' \ �\ra� �� (SEE DETAIL ON SHEET 10). 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LAT E1 LINE G LAT F1 LINE B _1 " 1-� y Y),/ `'4 , \ \ LIMITED TO, ENCROACHMENT PERMIT, DUST CONTROL PERMITS, STORM DRAIN CONNECTION �T7 LINE Hr W }\ \ LINE B 42 CONSTRUCT 1/4 TON RIPRAP (T=3.5') WITH NO. 3 BACKING AND FILTER 357 CY PERMIT FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM r- L 4 'k 1 ,�� ,moi \ (FUTURE) FABRIC (RIPRAP, BACKING AND FILTER FABRIC SHALL CONFORM TO SOUTHERN CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. F 7 I \ r VAP` \ CALTRANS STD, SPEC. SECTION 72). (SEE DETAIL ON SHEET 10). LINE B - r 1 ��i� \ \y�� 4� CONSTRUCT 36-114"Wx22-i12"H ARCH CULVERT,• USE CITY STD. 341 (TYPE IV) 189 LF 11. TRENCHING/BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF (FU TURE) FOR PIPE BEDDING. RANCHO CUCAMONGA STD. DWG, NO. 341 TYPE i. _� I 1 i� \ Y� _ ^ \Y�10i� 44 CONSTRUCT HEADWALL WING-TYPE FOR 36-1/4"Hx22-1/2"H ARCH 2 EA 12, CONTACT UNDERGROUND ALERT S PRIG 1-800-227-2600 EXCAVATION. AND ALL AFFECTED UTILITY COMPANIES _A r \ �i CULVERT PER SBC STD. 209. (SEE DETAIL ON SHEET 10). AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: r-� V 45 CONSTRUCT EARTHEN CHANNEL 528 LF 13, THE MINIMUM CONCRETE COVER BETWEEN REINFORCEMENT SURFACE AND PiPE INSIDE r-1 / LINE B SURFACE FOR TRANSVERSE STEEL SHALL BE 1-1/4 ASSUME 1-1/2" TO CENTER OF BAR WHEN CALCULATING EFFECTIVE DEPTH. WHERE VELOCITIES ARE BETWEEN 20 AND 30 FPS THE CONCRETE COVER ON THE INSIDE FACE OF THE PIPE SHALL BE INCREASED 1/2". WHERE VELOCITIES EXCEED 30 FPS, THE CLEARANCE ON THE INSIDE FACE SHALL BE INCREASED i". DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=4,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND. A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE P.0. BOX 638 TELEPHONE. (909) 987-2591 INDEX M A P RANCHO CUCAMONGA, CA 91730-0638 SCALE: I"=300' B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 FONTANA, CA 92336 C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER PRIVATE ENGINEERS NOTICE TO CONTRACTORS) SHEET INDEX LEGEND P.O. BOX 97 TELEPHONE: (800) 427-2200 RES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON - - - SEWER MAIN LINE SAN DIMAS, CA 91773 TELEPHONE: (800) 427-2000 COMM. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SHEET 1: TITLE SHEET D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE SHEET 2: LINE A: STA 17+89.95 TO STA 29+00.00 - C:- - SEWER MANHOLE N 585-A NORTH MOUNTAIN AVENUE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHEET 3: LINE A: STA 29+00.00 TO STA 39+51.31 n UPLAND, CA 91786 SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS -- T -- PROPOSED WATER LINE DESCRIPTION OF REVISION DATE CITY REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SHEET 4: LINE B: STA 21+58.29 TO STA 30+00.00 $ APPROVED E. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT TELEPHONE: (909) 387-8104 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR SHEET 5: LINE B: STA 30+00.00 TO STA 34+52.73 PROPOSED STORM DRAIN CITY OF RANCHO CUCAMONGA 825 EAST THIRD STREET STRUCTURES CONCERNED BEFORE STARTING WORK. LINE C: STA 7+ 12.55 TO STA 10+52.69 --- o SAN BERNARDINO, CA 92415 SHEET 6: LINE E. STA 10+00.00 TO STA 14+01.33 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR LINE G: STA 6+85. 13 TO STA 10+48.36 STORM DRAIN IMPROVEMENT PLANS c� UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE LAT E1 AND LAT E2 CO C I 1 R THE JOB SITE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SHEET 7: LINE F. STA 10+29.58 TO STA 11+77.51 TRACT 14759-1 = CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB LAT FfLAT F2 AND LAT F3 V) QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL , SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. SHEET 9: LATERAL PROFILES TITLE SHEET BE LiMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE PRIVATE ENGINEER SIGNING THESE PLANS iS RESPONSIBLE FOR ASSURING THE ACCURACY SHEET 10: DETAILS AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR i AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER Approved B DATE: 2 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR PP y / / I g SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR CITY ENGINEER (tellG( � //� RCE NO. 24953 � o DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. QROFESSIO i 1 4 10RR �7 y DESIGNED BY: RECOMMENDED: NOTICE TO CONTRACTOR= `oy AMT A E 1,11 CASC Y 48 HOURS BEFORE YOU DIG w m DRAWN BY. SHEET o CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND V) CALL EXP 06/3 /0 OS E N G I N E E R I N G 1 OF 10 v ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE UNDERGROUND SERVICE ALERT �_'�� 937 SOUTH VIA LATA m ENGINEER PRIOR TO CONSTRUCTION. st CNtL 3* CHECKED BY: SUITE 500 DRAWING No. Ln 4l 0 COLTON, CA 92324 7� 1 -800-422-4133 f OF CA�1F CVA PH. (909) 783-0101 FAX (909) 783-0108 po00 - D v PROJECT SHEET NO. - OF- . � . � � I I I � I i 1 4 i i � � I � i I � t � � � I I i - I " 1 I BENCH MARK: , i I ! , f f I i I I I 1 4 1 1 'I f j i I I , i I � 4 1 1 �l A . -1 44 . I f , � 1 4 1 T I i I I i � I i 11 I ; ` 1 1 1 i I , , � I 1 I 4 ­ - -�.T--.�tl-.-�...-,..-��-�-.�T--Ir-.-".- - , I ; I � I t ; 1 4 4 I i 1 1 't I I I 11 . I i I I , i t i I i � 1 , 4' _ ;'_4___._ _-_--T 1-1 _____ __"_ -j_ _ ' ) t � � ' ' � , i, I I I I I I I � . I � ,. . -1-1 -_1... .11,11, -_ __­ �1-___ - _-7 - ,---.T"--, 1. - I I � - ,--- - __11--t-T_ .-.-- ­�­_ - ,-1 -_ -_ -, T_ I � I � I ; " , I I I , I 1- � I - --.-,- ___" -_ 4____ __t___l .I,--- I -1-I...-1-- _1___J I ' I -,--I- - ---- -_T�_ ___t T I L I z i + t I T__ t I 1 4 1 1 1 t i i ! j � j 2" BRASS DISK IN CONCRETE HEADWALL I � I _ I i _ f ­---- F, I 11 I -I ' -_ � I ­1_1�_'_� f_--i-_I ; t I ; I , � - 11 I � i I I I � I i I � I i � ! - I - I I f_ j ; ;, I , 4--1 1-11--t-l- __ _'... 1-71- I'+- �_'__4_1_ -4--L '­ �_ � , - _­ t _1 1 1 1 i t � I I I � -'_._ l_­_l__ _­'' �", !.1__'�___li_4'.___­_11­ T i ; i I i - I--- _ -­_­­ _ --- __ 11 ­ __'__._"_­llll__. ';­� -,--�­­ ­ ; - .. T__ - 1 1 1 . I ! I I I i � 11 � t I i I - 11-11 -, ' � 1-11-- _-_- I I � i I - - -17__T------�____I____ Ir-1 T- r -4, r.- T-- -"­_.'T'l__t_ f... ... STAMPED "CITY OF RANCHO CUCAMONGA t3M ? � I I " � 4 1 f I I � 4 1 t i 11, 4 1 � I , 1 I I f I I ) I ___lr__lr_'_l-1_' - T � _'F'__' I 1, 4 11 -11 ­ - i -- - J-- --T-_"j___"'__. ---r- ---,--- i --�.--,---.,, -­1- �-Ir--1 ­­' ___ I T-t_j__ 11- ­ "I ­... ___­­ - -111, . � � I 1 4, � � T i I ---T- r---- ­- ­ I I I ----I -_T___ �7' ----T,-- I I I I , I I i i i I . � I i 1 1 � I I I I I I i I � i i ---- i -"--F,- I i I 1 I - , � 1 1 I t 1 t 4 1 I I I A .I__ � I I , __ i �__ I � T--'r"-'+-" T -- --- -'- _4'._I L_F-F - 4 I I I i I i ! � � ; .1 � I . I ; I I 4 , 1 _ 1-1 _,__', 10089 1987" AT SOUTHWEST CORNER OF I ! I I ; . 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T_ 1� j- + f r-, _; � - r--t--' T-- T -j-" - V I - z i -_ -t- I -.- _-T-_ -1 , ­ '_ t....._"_ -11 I ,-- T 11 ­­ -, ­ I r '_'_ '_l-111_-__ -­"-�� � I � I I � , I L I k i i I . I , , i I i i I ,- 1 1 i 1 --I___ ; � i ! -, i I � � � ; I ' I . ­­ ­­_­ �"I i-- : i � i � 6 , � i - 1 4 4 � f 1 2 i � 4 i t � I I I i I � ; i 1 1 I, . t I I I 4 1 � � ; - 1 147 1 . 4 1 � I I 0 I 11 i I � I . . A � i f � I i I � 4 1 '� , I i 11 T__! t ", j I 1 * � � i ; 4 - I I 1 t" I I ' z I I i � t . - __I -_ � i i �__ . 4 ; i f- � I , I t � I I � � i I . � � I i I i 1 � 1 i I i I � I I I" � I i I 1 1 4 'I I I � i i 4 , I � I i I I I i i , I i I I I .�- I I f I I I i, i i A I 1-1- I I I -_I--- -__ ___ --'- � I - ,- , , r__ - -71-11, ------7 '-,,--­­ I---- - I I � I _1- I � I f --- . , , , . t -7= , __ I 4 ---T--- I - -'- --_T_ '_­-_'___­_t_-_` T_ -, i i --- 4 � 1 -- I— � - - -, ----T---1 � � - . - ­ I I � i __,_ ---F--T---- --I- -T__ -_ ____ I � -_ 11 i � i , , i i � . I ­­ -_Ir- I'll t - ----T--- � I I , , . 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I I I I _'_ ___ � I i i T_'-_'__' I - -, T- " i - t -, � � i I � � I � I � � ­_ _-T-- I-— - - ---� a - =-- - T_ I 1, I t I i 4 1 1 _�_ t-, - &�_-4�" ,- _".. �--- � - i ; I ' T I 1 4 ; I - I I I I I ' ---I- I 11 I ,.--. -,_1 1 1- f � 1 4� 1 4- � �_ -, ' I 1 4 i- 4 4 I � _-, __ _ I ..-­­ --l- - � I I I - ­_ _-.1-1 - -_.l__-­T �_ -_� __ .1-1 - ­.t---t----- - _�" _­ ­_ - � � i i I - , I I - -1 ­­­ I—- _.-1 -I I�­I l____Tl­._j---"-- _1- _T' '_' I - -_ I I i . i 11 - - ­ - __ ­ .-T- - ,�-11 '­ �- ­_ + 1-!� C�LA QV 1) I � I I T_F T F i i � i i , � _. t , I i '-!--'T-- - - --11 4 I f i t t I 1 1 1 , I 1 4 N I , -1 1. 1-1-- -'-'-'-'-1 T _­ ­T-' -- I --"-- '-'-- -----'- F --- '--- I , , , I , , I , I I I - , .. ­� I , I i . � T i I 1-1-i'_ '_ �__J_ ' I 11- . I I 1 1 4 1 � i 4 , I � � I � i i I I �- 11 141 - 1 '� , �-_ i -.1-- ---�4_1.- -_ - I � I I . 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SEC77ON 72 CONCRETE FLARE CONCRETE F7 ARE - N I I / I END SECTION END SECTION -_ � / 2 2 / r-"\ CONSTRUCT 48" RCP & BEDDING (O-OAD PER PROFILE) - - -,Tl_ -` !� Z_z 11 �� '�' . - __ i7�� '_____ _____� 4.5 1 1 1 - "I",- __ 4- -_-_ -_____ -�� "�� ___ �_ -:::---�__-z -_- - - ( I -,----,----,, a Y 36--6- PERFORATED CMP RISER INLET I I ____ =_ -1:J�:::� -t -�;__ - - I -----------I---- 114 TON RIPRAP - 2' �_ I � )I --- - - -_ - Iq --- j;- --- .- PER CALTRANS SID. � - 'L�' \ I __ ---oba6-7�_f�� z � -- -- ,::� ::::- ; - SPEC. SECTION 72 48' RCP . '�--'��\k'_'---�'- \' [ _�'_ - Ily - I - ASIN CONNECTION PER CITY STD. 311 "'� ' � / Ili 71 WA _�_ I - - __ ____ NO.3 BACKING PER 4.5 '�' �' �- 1 18+09.95 __ - � I I CALTRANS 2' - � -URE NO. 2 PER CITY STD. 331 1 - __ I � i --:x �'__� '_� - 4 _:� -- \ I I �� i 1� SPEC. S=0.0030 __ - �� � - - I . '.'� � SEC77ON 72 - . STRUC7 �'� Dissip 1� - , - __ - , � t I I __ Li 0 C) lz_�' - � i 1 17+89.95 �_ 0 , __' . NO.3 BACKING PER -- - _ - ��:-'- _m� ___ � MEET EXIST GROUND - I _� _______- I N __ - CALTRANS STD NI-1- _� TRANS!71 �'_- j , -= Z::-_ :�� 1 _ nON' 72 Y 30" CMP (14 GAUGE): USE CITY STD. J41 (TYPE 1) �' ---- f 4 -- -t- -- =� _= ­- '� _T--'-ro� -----------______ __ NIS SPEC. SEC BEGIN RIPRAP �' � " _�--- ,, �_ - I - , -� '_� n � ;�_� , P 11" - -_ I ;�� ��7 -�_ --!� �- : , �, Z' SECTION A-A -[3- -G'Uh I TE W/ 6"x6" W7.4 x Wl.4 DiSSIPA TOR -, _�� :;�_ �'� \ �OY I( \\ 1 '7 _�:__ ---____ - VELD WfRE MESH (W.W.M.) "�" 1$ - " I \ I 11 I ! \ 0 1 ,7' - --__,__l_--------------__�' (@ CONSTRUCT GUNITE V-DITCH PER DETAIL HEREON. �"-I- ?,I:-- A? �11� 18+19.95 / I \ IK i "_ cp � EN P�AP TRANSITION i I \ � ; SECTION C-C 4 '- - " N " ' , � I . _'� 50i� \ .\ BEGI�GUNHE V-DITCH i I @ CONSTUCT CONCRETE FLARE END SECTION PEI? CALTRANS STD. PLAN D943. - �' 0- 7 _- j i I I rLfrf)RE i NIS - _'l '��'__�' I 1-11 \ 11 � ! - - - I 1� � -11 op�0 � �' I ,,, \1 f I I TRAcr 14749-2 4' 4 @ CONSTRUCT 114 TON RIPRAP (T=3.5') AITH NO. 3 BACKING AND FILTER I '-"I r��', 000 1� 1\ \\ " ,,,,--. I / 41 I I / . E0-/� FABRIC (RIPRAP, BACKING AND FILTER FABRIC SHALL CONFORM TO "_ ,I \?I,- -- \ ' _'� �) i EG -1 '_��"��N ,-,< ­ __­ � I 1 ?A'D-_5,5 1 1 �"_._�3 i � I I DAYLIGHT ll_� STD. SPEC. SECTION 72). � I �'A3- D=5,7 1 11 LINE I VARIES CALTRANS � , /, \ I/ P4� ,5 VARIES I _" ,75 - � � , - - .'-­" I \ f ,7 1. j_� 2 - 2 � A ' 1, �� K '<) - _��'�I'- " �,.' � .P� I \ I\\ ! 1.1, , � FAD= 50 ,, i I VARIES \ 2 1 9. 1 / I / 2 . �1 "� I ; : � I A� , �/ " ''. I \ ; I 11 4 2 2 __ '��'_"' "�_­" "��' - i � - __ FAD�52,1 1\ '_' � CURVEILINE DATA , \ 0 V� VOr I I I i I I - I t -1 L - . - . - �� I I I DELTA/BEARNO RADW LERIDIST. 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X 71 . " "�'h , \ �il , 00 � - 11, . , ? , /' - -1. �'\_ 1466.78 BOTTOM WA TER I ou /' . t4 / Approved By : / '/�' '- � �\ \� , 1465.78 TOP S9 I // DATE: _7/'�//'��'!�� , _ 9 ,I'-"- �' � �') / C' ' .. 1� " I T ­ CITY ENGINEER � - 1� _�� \ : � � '- / " / ' � "�WA��/ _�� _�� _�� _�� \\1 � 1-11-1 ---�__- -, �.........._� I 1. H i �--4 / - /��/ � �_-&, / K///,��/_�; RCE No. 24953 1 \\'\� '" \\ @�S27+.71101+1 �INE A a co I � 11 � ///// ,/,// , )?NtL3,� ..'11 I 0 �� 8 / . 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CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STO. 331 SEE DETAIL A -4, 7\ CONSTRUCT 42- RCP & BEDDING (D-LOAD PER PROFILE) 28 38 EC CONSTRUCT GUNITE V-DITCH PER DETAIL ON SHEET 2. 7 HEREOW TI D 9+7� 06 BC �0'2 1 @CONSTRUCT CONCRETE FLARE END SECTION PER CALTRANS STD. PLAN D943. 21+58.29 21+,88.29 �t,27.01 CASH,EW WAY CA INT CONSTRUCT 114 TON RIPRAP (T=3.5p) KITH NO. 3 BACKING AND FILTER NO, BEGIN GUNIJE V-4TCH I BEGIN RIPRAP DISSIPATOR 95.89 PINECONE WAY C FABRIC (RIPRAP, BACKING AND FILTER FABRIC SHALL CONFORM TO "'EV12-RIPRAP TRANSITION 49 FA D 4 6.J CALTRANS STD. SPEC. SECTION 72). 23 A .4f.T C17Y 0 LINE B DESCRIPTION OF REVISION I DATE 1 ,VPROVED 301 FS CrrY OF RAIVCHO CUCAACNGA 1438.90 NFS - - - - - STORM DRAIN IMPROVEMENT PLANS 4 CURVEILINE DATA X TRACT 14759-1 DaTAIBEAfM RACW LEN/Der TA&GENr CA -- - - - - N01-25'44"W - 616.77' - Q 31'41'570 100.00' 55.33' 28.39' LINE B.' STA. 21+58.29 TO STA. 30+00.00 20 N33'07'42"W - 105.84' Approved By DATE. CITY ENGINEER RICE NO. 24953 35'21'230 45.00' 27.77' 14.34' �grjvEss/o (L 1438,.,90 1439.1 DESIGNED BY. FS GWHIC SC&E 0 AMT 40 0 20 40 BO T Ff F T 17T T_ F F F F T T_ T_ F FF T I TFF I m DRAWN BY., -1 SHEET AE I CASC REcOmmENDED 0 1" 40' P. 06/ E M C�i I N E E RI r"I C:i 4 OF 10 DETAIL "B" 937 SOUTH M LATA — — Go I"=10, c CHECKED BY.* SUITE 500 DRAWING NO. ul COLTON, CA 92324 OF c� CVA jPH. (909) 783-0101 FAX (909) 733-07081 c;Z000 -'t) PF10JECT SHEET A10 — OF �7 =7 7 .............. ........ --- 2- BRASS DISK IN CONCRETE H -ADWALL 17" J- 7F :�'F- 7_7 FT 7- .7 j _T1 F 7F E f7- f- 'Ff7"- STAMPED "CITY OF RANCHO CUCAMONGA 13M J7, 771-T- -'7-7f­F_r__ 19870 AT SOUTHWEST CORNER OF w , T-17 77T - - , T_ - 17 -T_ F T f7 F 77F _ F . ...... -TTFVT F F F F F FT---- FT 77 17 1-7 7 f i T__T_ _r=_r_F T_ T= 89 4- t - FFF T _ FFT F 7F F- F__ T � : SUMMIT AVENUE AND EAST AVENUE =- ,F =17-F FTTT ELEVATI ON 1507,031 FT 7, ------ T= _-T F T T- ELEVATION 459.343 Ad _7 -7, Lqe - _f_T_ F F1- T T_ T_ T T T_ T F _17 T­,�-FT7 F- F 1 1-- TT _F F f- F T--- [77� -.n, _7 --- ----FT- F-FT 7 T_ _7 T�_-: n�_V_z T F FT _F FT ff T_ T__r_ r- T_ _1�91 u fix FFF �7 -1-F _TT 7 J:4-_ I J -FF TF aAS/S OF BEARING NORTH LINE OF SECTiON 27 T + t F T - =T- 7 F - P�t_ wr t5h E =T= T + T__ J-1 T_ 1-:1 F-- f -T- I T - I J- F 4A .......... f- 4- T-- 7 17FIT-1 1 -7 T T T-1- -T T_ =Fj_T__ =T F-,=I= rr - - - - - ` __ I _7 -r r _T_f F FT ­77 - J, ___ 1 - - - -, - --F-4- - -1717 77171717F �_T T -__F F__1:_-- f-7- - _: f - F 7T F - - T FT I 1 717: 17f _717F-V-- J T74-1 -7- 7=ltl----,:Itl-:--,�77F,- ,rt----�=f- X T 47 t:___A 1__J 17 T F f- f 4 41 T___r__ r__T_ 7 T__T_ =7777-T--T_- T-T-'7--7�-- 7 T_� 7 17 17- 77'.� 7 V7 _7r�_ T_ =T.-T--. 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T T 5- J_ i ['- f__ [ __ - ___ - - -- - ] --- 7- - - -T-T-I-Fr- _F_ � - __F_FF_ _- 7 7f- T_ f -, 7T F-7, DRAULIG' DATA -7 =42 T_ T__T_ 717 FF T I IF T ' A iNT- T7 4.= T_ 7 'T F U7 7- -T__ 7 71 - F a- z HYDRAULli f7f ATA- j 71 r - 1 T 1001! ttc FT FT F-r- F 1-f-F _TTTF� FF- F --f T7 F FFF F F 17- F_F_ F f F F F-F f- F--, f-F-7 I -7, ..... ------ 4- F + T F F -F _�_FFTT __T_ J T FFFF 71 F ,77 F 17 F�7 z FT-T-T TF - 1, F FEE + -1717 1 0 . _ , I- - _ _F _T_T - T� � __ ---F-� ;Zl - F r-` F _f_T_FT_FTT_T_F 1 T_T_T7T_T L _ F 7 71,77 T_ =T-- -T=f"fkF7 1, 0 _F_ T_ _T_F'T_T_F T T _ T T f7 - T J 47c T _-F T- J_ c� 41� I T_�T_ -_ F _T_T f - 1 - t 777 T T------ 7_7T= _T_T_ -T-1- F 1 1 7'� a T 7 f Y -FT- FT T I T T Jno M Et tJ2 1 94 T ft- co _ _T -T-F- =T-:7 T1 t O� - j :-- - 1,1__ FT TY __ -- N 4 - __ - V� __ I T 7 T� &:7 I Ft TJ 1 1, F F FT IB?cce r F_17-F _F '2_ x-z- T�:_ F _ Ff F F f T_F F T-- TJ�T T-f-f-I C�b F FFT T T__ T­T_T_F TFF'IFF"I F T- - 4 4 SCALES + 1 4' F 171 F __F _ _T__ _F FF Ff FITFIT 1-77 T F 1 40' r - - - - F__� F__F-1 T T jj5 L -7 T- T-F - F I i F -T, F I FF Ff--1 T_ j_ T J� 1 171- - _V f_77 F F�-T 7 F L7_�� VERT F F 30+00 31+00 32+00 33+00 34+00 35+00 7+00 8+00 9+00 10+00 11+00 0 FUTURE -TRACT 14159-3 3i co TRACT 14759-3 2 d *8 39 (FUTURE) F-UTURE STORM DRAIN rACILITIES BAUTISTA WAY + + 1) pAp�58 4 4 PROLECT BOUNDARY END 4' RCP� C 10 52.69 EC 70+19 89 LINE C �Ar 145&4'0 &0 TTOM� SO 47+52.14 BANYAN ST. C/L INT. J+00 QO PEAK PL. C11L 455.55 TOP SEWR,, 9) 14 LINE C 7+ 4.9 U E 4 7 10+0 4 7777-`� PR OSED CURB & GU TER 1451.72 BOTTOM 1460.7 Top SD T 1467-85 gOTTOA- "14 1444159 T SEYIER TER - 9+8 15F PCc_ PROPOSED 7+71.66 PRC P�OPOS 7/'�4'1'34+52.73 LINE ED f V 32T T4 1 4-65- 7� �3TII A ��_�14wym 1� - - - ---- 1_j 9 -PROPOSED CUR3 d GUrTER wruT I PUT xill 1 LINE 910 (SEE PROPLE 4, 5 z 0+4Q.71 ON �YUT q), 3 3,4+16.75 PCG, 2 LJ 97� 11 4.00 TQP INT 30+14.02 J � f' r I I -1- -- 1,455.00 BO TOM WA TER 54+93-21 BA YAN ST, Clt INT wit YAN ST. C 30 T SEA 1448. Om +97.79 2A' jj WAY 14510-p2 7+27.69 VC 2+73-00 BAU77STA wAy c/t 5 41 CASH- IOAD,� w T 88 30+0 3,45 10+95.43 UNE B10- ju SE T 88 0 .71 T so 0.00 0 42 3=18- ST STA. 50+34 C=4 51' D1 24 44 72o CUP RISER LAT B8 A� 6. GWH)C SC" +20 40 0 20 40 80 1* LAT L38 SOEET 9) IN TERIM DESIL TNG ruj et4CC RE S I 6RAIN fACILIT7ES Mill T 133 SEE PROCILE Q '7? BASIN PER STREET RAr lo - 40' 1(3+2331 1 St FACE ,+911.79 BANYAN ST:_�o IMPROVEMENT PLANS LINE C CLI 0. 7 1 C v=5.00 W�21.0 CITY DESCRIPTION OF REVISION DATE APPROVED LINE B CURVEILINE DATA WY OF FA&CW CWAMONGA RIW BANYAN ST. RIW DELTA/BEA9N0 RADW LEN/DST TAJOGENT 51-49�69- 45.00' 40.71, 21.87' 1 15' 18' 13' 20* 1 STORM DRAIN IMPROVEMENT PLANS N75*5,5'43"W - 29.74' - -CONSTRUC-nON NOTES 2 1'43'06 w 992.00' 376.02' 190.30' TRACT 14759-1 CONSTRUCT TEMPORARY CMP CATCH 13ASIN CONNECTION PER CITY STD. 311 9 1*40'51 m 22.50' 36.00' 23. 17' 0_� CONSTRUCT 18m RCP & BEDDING (D-LOAD PER PROFILE) CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 Q N86-06'23-W - 11.55' - LINE 9- STA. 304-00.00 TO STA 34+52.73, LINE C CONSTRUCT 24" RCP & BEDDING (D-LOAD PER PROFILE) CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 4 1'25'11 m 45.00' 32.53' 17.01' Approved By DATE: _4�/ N44*4 1'1 2"W - 55.11 CONSTRUCT 42' RCP & BEDDING (D-LOAD PER PROFILE) CITY ENGINEER Q11_1111;�(�7 RCE Nb.' 24953 0FIESS/O CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL N01*16'27-W - 15. 14' - DESIGNED BY. RECOMMENDED. TYPICAL SECTION AT STA. 33+00 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE 13) SHOWN ON SHEET 9 .101? e .S E! (LOOKING DOWNSTREAM) CONSTRUCT TEMPORARY 72N-14N PERFORATED CMP RISER INLET 55'5.9'19" 45.00' 43.97' 1 23.92' 0 AMT D CONSTRUCT CUR3 OPENING CATCH BASIN PER CITY STD. 300 A E I 10CASC FT: F I F F_ R 17- F F _17 T_ F-7 7T__ 7 T 7 T, F- NTS 12*02'30o 992.00' 208.49' 1 104.63' Lo DRAWN SY. SHEET 0 92'2 1'58' 45.00' 72.54' 46.90' NEL 660f, - R1 N1 C! 0 EXP. 06/3 06 Os E NJ C�! I NJ F= 1= 1� CONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNECTION PER CITY STD. 308 5 OF 10 NOTE: SEE SHEET 8 FOR CONNECTOR PIPE PROFILES 1-to 937 SOUTH VLA LATA - NIL CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 all OF CA CVA PH. (909) 78J-0101 FAX (90.9) 733-0103, ;t6C>6>-D PROJECT SHEET A10. - OF Q:\65804\Stormdrain\Pcre1_A\ SD--A-SHT8.dwg 07/16/03 17:20 1 � I I I 1 : 1 1 1 1 1 1 j . . . � , , z I I � i 1 1 1 1 ! i ! ! ! ! I ! 1 ! 1 � i ; : : , ! 1 � . 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REINFORCED CONCRETE WINGWALLS ILAP ALL BARS AT CORNERS 30 DIAMETERS Desi n H 4 5 6 7' 8 9 10 11 12 13 f4' Construct PCC I IF NOT CONTINUOUS. W 3-2 3-8 4 -2 4 -8 5 -2 5 -8 6 -2 6 -8 7 -2 7-8 8 -0 cutoff wallC 1'-0 1 -2 1 -41'-8" 1 -10 2 -0 2-2 2 -4 2'-6 2 -8 ---2'-2 2 -6110 -2 3 -6 3 -10 4 -2 4 -6 4 -10 5 -2 5 -4 F 1 -2 mB \ \\ r2-14 OR J5 Batter None - S 1 -0" g o - -"b" bars None 5015 V aB I SEE NOTE 2 c" bars 402 4®1 5®2 5®14 501 5®7 ®71 7®8 7®6 9®15 0®i5 - �"d" bars 402 4®1 5®2 5®14 501 6®14 7®15 ®16 7012 ®15 901WConc CY F 0.32 0.38 0.44 0.49 0.55 0.61 0.67 0.73 0.79 1.02 1.10 COT jEND VIEWL _ _ _ReinlLBS 13 16 19 25 30 37 49 62 76 73 90N �'I - - - - - \\ I _ I _I_ I _ I4 OR 15 12' Ton ue end on inlet section. r T I O.C. EA WAY Groove end on outlet section MINIMUM DIMENSIONS E I L J _ L _�_ 1 _I-J SEE NOTE 2 F6 Total 6 1'_ C D DIAE A B C D E SLOPE A �a 15®12" 2-J60 1 Total 6 S7o 12"' 4" 1 3/4" 1'-10"' 2'-0" r"N 4 d' #4d] or Et ®12 e ¢ 18" 9" 2" 2'-1" 3'-0" REINFORC►NQ DETAIL /6 O !6 Total 6 3 24" 9 1/2" 2 1/2" 3 '-6" 4'-0" SEC-ION C-C 30" 1'-0" 3" 0 4'-5" 5'-0" ° 1 " SECTION D-D 2-IYso � z Limit of poyment , 36 1 -3 3 3/8" 5'-2" 6'-0" `o #5®12 for pipe 1'-0 BO 42" 1'-9'# 3 3/4" cn 5`-3" 6'-6" / W 1-6 48" 2•-0" 4 1/4" 6'-0" 7'-0" cv � _. • Neoprene strip (typ) '+. G►UTV1w/ B p 54" 2'-3" 4 5/8" 5'-6" 6'-10" 3" MIN. 3" MIN. SECTION 8-B �7G\.+�IV111 G Var 2-15 1/2" Exp jt filer May be varied by the \ GROUND Ito En ineer to suit g4 OR J15 12" PART PLAN A-A conditions in t�Ofleld. PRECAST CONCRETE FLARED END SECTION TYPE B N.T S O.C. E.A. WAY 1 SEE NOTE 2 �p 4' I J6®12 � N ELEVATION I INLET OUTLET "W" PER PLAN a SECTION E-E DIMENSIONS 2-14 OR J5 RC PIPE DETAILS ? 14 OR /15 72" QIP (AL 2-jf6 2'-9" ly4 rO or[I ®12 DIA SEE NOTE 2 CONTINUOUS &4R 8" PIPE L E F W 90 BEND O.C. E.A. WAY SEE NOTE 2 " 24" 4' - s 2' - a" 4' - o" 2' - s" SECTION A-A 5' Max for 1 : 1 1/2 fill slopes, unlimited + 1/2 Ex - 1/2 Exp " " " " " for slopes flatter than 1 1 1/ +� t filler 30 5 - 5 3 - t7 4 - 6 3 - 0 jt filler 36" 6' - 0" 3' - 4" 5' - 0" 3' - 8" " " ,,y4 Along Fill slope B 0 1/2" Exp jt filler 42" 6 - 7 3 - 8 5 - 6 4 - 2 top of wall �I� 48" 7' - 3" 4' - 0" 6' - On 4' - 10" NOTES: 1 -0 Max � I` Gutter or f15®12d �G� Q 54" 8' - 2" 4' - 6" 6' - 9" 5' - 4" shoulder -� 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRETE. " C C O\P Q�P� #5®12 �2'-0 K See Note 9 HEADWALL. Vertical #4®36 E 6� w 2. REINFORCING STEEL SHALL BE N0. 4 BARS FOR 'w" UP TO 600. i45®12 p Q�Q Q a Optional Const Jt 3/4 Min fillets ABOVE "W" = 60" NO. 5 BARS SHALL BE USED. 2" MIN. , 4®16 "c" bars 2- 0 ,x See Note 4 "T'IPE CLEARANCE, 30 DIAMETER LAP, ALL STEEL. See Note 4 Br Det 3-1 ® 1.57 N.TS E -e- J. ADJACENT SLOPES SHALL BE 1 1/2 TO 1 OR FLATTER. c centers 1' above _ " .croutside ground. 1'-0 2-J6 2-#6 1=0 0 6" 4. MULTIPLE PIPES TO BE SET WITH LONGITUDINAL CENTERS Q Short See Std Plan 80-3. 2- ®12 1 2/3 DIAMETER APART. "c" bars Vertical unless next to - 35 Dia a battered section, _ - >Y4 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/4" RADUIS. then match r 0.25 S "d" bars Const jt - R=9" "d" bars o �I y 6. W SHALL 8E INCREASED WHEN MULTIPLE PIPES TYPE A 2-j6@1 2 E �I for®cover over 10' 1 OR PIPES ON SKEW USED. y�4, r j4 fofol 7 8' -L$" \ "e" ¢ RCB = Invert Elev NOTES: 1. 0-- W13 ENDWALL" AND See Note 7 \ � a 1'-0= 1 14 45 Dia lap bars C B *MnWN.T.S. ALL DEI AfLq®tg 1. FOR BOXES WITH SPAN OR HEIGHT LESS THAN ANY OF THOSE W Const Jt 2• Cir T SHOWN IN TABLE, USE NEXT GREATER SIZE BOX CONCRETE 1 DIMENTIONS AND REINFORCEMENT. MAKE NECESSARY CHANGES IN BAR LENGTHS AND QUANTITIES. Alternative '�/p//1 SEC �/� .E Const Jt 2. QUANTITIES ARE APPROXIMATE AND FOR DESIGN PURPOSES ONLY. rIVAL SECT VN See No ea4 3. FOR BOXES WITH SPAN OR HEIGHT GREATER THAN ANY OF THOSE H=4' • • •RU 12' H-19 4 FLAT INVERT SHOWN IN TABLES, A SPECIAL DESIGN IS REQUIRED. 4. IT IS PERMISSABLE TO ELIMINATE THE 180' HOOKS ON EVERY OTHER H=17 BAR. H=16 a 2 1 2VA OES7 1 2 v 04DIIR Max Typ 5. "e" BARS ARE AT HALF SPACING (SPANS 10'-14' ONLY). H=14H-15 � O Q /� v T2 1/2 span 6. "a" BARS ARE AT HALF SPACING (SPANS 10'-14' ONLY). H=13 0th I ( Q 2'-e" 1 4 TON RIP-RAP p/� /y �/�p� 7. PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT 0 9" GRAVEL BACKING OQ �V / RCB CVL E H=12 I i Short ` ,a (METHOD "B) IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES. H=11' b bars N.T.S. FILTER FABRIC 8. FOR DESIGN AND DETAILS NOT SHOWN SEE STANDARD PLAN 082. -g SPAN 7'42 9 EXPOSED TYPICAL RIP-rlA VHANVEL S CTIO HEIGHT 3' OR FULSPAN ) ANDD ADJPROVIDE J4 ® 18 EACH WAY (2' LAP "c" BARS H=7 M 84 B B 9 8 6 810' 7 H=6 io g `' 0 6 6 c ,•bb,Grg N.T.S. Maximum Earth Cover ars 10' 20 N-4. H-5 0 � °' �I Roof T1 8" g" h :r .,-Short v M "� "c" bars o Walls T2 6" 6" U 0 21 1 1 Invert T3 B. g" I I I l t"•isl ' ;�� -, < spacing s 1/2 5" DESCRIPTION OF REVISION DATE APPROVED � � e Size ar 24 18" � 14 10" 7 1/2"8" 161 15" 15 2 11" 9 e ¢e ar C" OF C A 0 8 9 8 1 2" Concrete 13.7 CF/LF 14.9 CF/LF v„ , � v�/yM o .. D 3" x 12" x (0+2t)" ci Reinforcement 94 LB/LF 94 LB/LF STORM DRAIN IMPROVEMENT PLANS V) NOTES CONSTRUCTION NOTES TRACT 14759-1 Unit Stresses: fs= 24,000 psi, fc=1,300 psi, n = 10 H Maximum Toe Pressure = 1 1/2 tons/sq. ft. 1� CONSTRUCT 7'x3' RCB CULVERT PER CALTRANS STD. PLAN D80. DETAIL SHEET Elevations, length and angle of flare of wings may be CUT 3' x 12" FOR 3� CONSTRUCT ENDWALL AND WINGWALL PER TIGHT FIT 3 REQUIRED = CUT 3• x 12" FOR varied by the Engineer to suit conditions encountered DETAILS HEREON W=11.0', H=8.44', L=6.9' Approved 8y DATE: � G TIGHT FIT J REQUIRED ( ) i�t,�l�(�`-'Viq /(//��/`�' in the field. Walls designed for 2' live load surcharge, ® CONSTRUCT TEMPORARY TIMBER BULKHEAD PER DETAIL '"B" CITY ENGINEER (Gfil RCE NO. 24953 a° 1 1/2 : 1 sloping surcharge not to exceed 5' in elevation CMP OR RCP QROfESSlO _ ® CONSTRUCT CONCRETE FLARE END SECTION PER CALTRANS `�� TORR k1 DESIGNED BY: RECOMMENDED: plus 2' live load surcharge, or unlimited 2: 1 surcharge. �/ E� AEP! CASP 9I/MBER BULKHEAD STD. PLAN D94B. AMT If 1 1/2 : 1 slope exceeds 5, use Type 2 retaining wall. =' y i N.T.S. € Wall height may be exceeded by 6" before going to 4 CONSTRUCT 1/4 TON RIPRAP (T=3.5') WITH NO. 3 BACKING AND 6 a DRAWN BY: SHEET i the next greater "H". FILTER FABRIC (RIPRAP, BACKING AND FILTER FABRIC SHALL EXP. 06/3 /06 OS E IV G 1 N E E RI N G 10 OF 10 o CONFORM TO CALTRANS STD. SPEC. SECTION 72). 7-f-Of{ 937 SOUTH VIA LATA ® CONSTRUCT HEADWALL WING-TYPE FOR 36-1/4"Hx22-1/2"H 1f OFCNL CA�� as CHECKED BY: COLTOUI E 5092324 DRAWING NO. T 0 ARCH CULVERT PER SBC STD. 209. CVA PH. (909) 783-0101 FAX (909) 783-0708 �000-D PROJECT SHEET NO. - OF-