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HomeMy WebLinkAbout839 • GENERAL NOTES rzfr7_ ,vo. /Z-314 -/ reocr BENCH MARK: 1. All work shall be done in accordance with these plans, the City of '.S EZT /Z3G¢ 1fE L'iYEET ,!/O. t I SEE S,yfZ7-,l�U I JOE ¢ BENCH MARK N0. 96-B Rancho Cucamonga Standards and the Standard Specifications for Public AT THE NWC OF HAVEN AVE. & � I,E' d.�.SEU.vE ,eD,gv ,Gl �j,�/EOf S'�L• / 1 Z Works Construction - current edition. Contractor shall be familiar -- ��-- - 1 _ _ 19TH ST. , 44 FT. W. HAVEN with and shall be responsible for adherance to these Standards and ' 'vE �' / '+ I I -- -- 1 - & 83 FT. N. 19TH ST. , SET Specifications. � � � _ DRIVE PIN w/C.S. TAG IN TOP I-Viol 4,6 J/ S .1V M Il r1 /� *• �s ; = 3 5 AT THE E. END OF A HEAD WALL 2. All pipelines or substructures of any kind, telephone or power poles, • T FOR 3-24" CMP--ELEV. 1430 . 686 water meters, valves, fire hydrants, etc. shown or not shown on these t, I l P r► plans within the right-of-way limits or in adjacent areas where a improvement work is to be done shall be removed, relocated or protected / in place as required at no cost to the City of Rancho Cucamonga. C� 3. Any contractor performing work on this project shall familiarize him- � t h G 3 E�crSr. *1W self with the site and shall be solely responsible for any damage to 0+03.00 -ro ItTo-00 existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. INDEX MAP Ifo' 4. A permit shall be obtained from the Cit of Rancho Cucamonga Engineering ex�sr. Fe/K� P y g g g 1�'G',pLE• /' 300 ,�7(0.0o ro Department prior to any encroachment or construction within City of 0 2+70 00 BOO Rancho Cucamonga easement or right-of-way. i'cxrs•T• Ft/r4 PROP K/ • /20' PRaP CD.I/�l- - S. All grade stakes shall be set by the Contractor or Engineer. Paving �'tv R/yy pRpp stakes shall be set at all hinge points, edge of pavement points 1 OILY R/W 3� 57' 1C7 within 0.01 foot of sub-grade elevation and at not more than 50 foot I'Z'7 � n ( ' intervals. Additional paving stakes may be required by City Engineer OZ= 1 ¢3 5EL•T/GYV [//t/E' as needed at warped or vertical curve areas. 1' 7- 6. All sewer, water, electric, gas, phone or other utility laterals, 13� 47 47' 10 57' a 28• - 7f- ..;j -6 mains, or crossings shall be constructed prior to paving. +F ' 32 I Pd o'ro 1o' t I /r- e,,1,ig .4&0 Z0, I g 15, Id TO re le,- // PAV/NE TxAN9 GUT TER PE.? C/TY CO 7. Compaction tests of embankment construction, trench backfill, com- iE,Y�+J'T. cs~CA J RA/VCNO Cl/L'AMO/e/GA pacting original ground and all sub-grades. shall be performed at no 4 V^nIl•3 `'/) 850 DWG• /VO. 303. o' TO ro I.o/ O• 0.50 0.95' 0.81' cost to the City of Rancho Cucamonga. A written report with these r ---� o.a3�2O e"i'l-116HT. % 10�' -- ------= �TY.O/CAG) compaction tests shall be submitted to the City Engineer for approval 2 >t DD I ' ,1O' D S'D ao'Stid CILOCK V4^LL P I D% ��� -0�, _ E tie . prior to the placement of base materials and/or surfacing. •� _ �� Fi, ( T1 �. _ �� Tfr+1P�'/ ---- _-- - '-; 1.3• 0.95' I 8. At the completion of paving, a materials report shall be submitted to ��_ �' ®"GURV/L/NEAX SI�WALKy 1 CX/ST. GRADc 1� the City Engineer. Lising all tests or determinations completed to I SEE GAN�SGAPE PLAN CONST. 6"A.C. OI�E,P / r COAST. G �Nps H ON 15 COMPACTED NAT/vE verify stability oil content and Gradation of asphalt Paving ��� /S WeD� OR 15 COPSTRUCI' G "^,C. 6'0/L (7•yR/CAL). OVtR C.OWTPT CTED #Z.'/ SLOPE 9. Prior to installaticn of any paving, a materials report shall be N^TIVE 901L submitted to the City Engineer. Listing all tests or determinations O'CUR'5 4 CUT7M >� TYPICAL SECTION completed to verify: + sieve analysis and sand equivalent of CITY OPIR"4C.H0 CUC�,N0+,1G^ CGWST. 6 e4.ee ONLY aggregate base. AL N OTD• DW6• No. 303• NT3 PE.E' C/TY 0,c RA/VCf/O I � N BASELINE ROAD CUCAMD/1/GA STD. vs 10. Paving shall be performed in accordance with R-Value and Pavement tests A42 taken to determine structural sections (prior to final plan approval) * SEE PIAN Fos EXACT OfA'rfONS STA. / + /#-171 to ?+?0.00 GURV/L1NE e���LG LK N� � ® I ZA„5E LINE ROAD . PwING ".4NS/r/ONS ^RoM is 1 When improvements are to be placed on native soil which consists of a Sr4. /e t-r9, 9S ro 7S' & STA. /4 rG4f 70 TI =9 GURV/LINEAR 514?5NALN 51tAL.L ,0E GON•�Ti'LICrFo IN G•ONr0tTh1/4NGE W/Tff PM. Mv. rocky material, the sub-grade shall be prepared by removing all rocks STA. 5 + 95.18 to 13 + 50.00 NO. 904. Tf1E 6E/YEPAL GINE ANP 6/"P5 4WHALL OE Awa SHOWN ON 7715LtlrV,piSG /:r which protrude above the sub-grade and all voids or depressions shall R=70 be filled with a fine rade material of a quality better than the natio' jc STA. 23 + 02.76 to 32 +-09.00 MAN. r4f�'ROVAL Or THE P/NEIL L/I?'OVr Of GURV/L/NEr9R /�E/'t/ LKSl/{LL ,�� g q y MA/JE IN THE PIEL4� ANI° AVJLl57_C4? A5 NEGE55ARr JO F!T'EX16TING FIEL-1D material. TI=9 GON191rlON5 A5 14fr`TOVE/a Or ]SIE rIWX WOW IMSSOTO,� AN17 fAOJEGT R=70 rZ,ANNER PRIOR T?7 FINAL GONSTRUG T70N• T74E PUSL/G W01".P /N5 EGTOR SHALL 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant QE NOT/F/E,d r't M/N/MUM of 48 HOURS PR101`Z TO AN i IGII"AT�2 �EL�/N�PEGrION. registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformiy IN W EVENT MAJOR 0HANGE,5 ARE PR0p05EP TO T/tE GONGEPTZIAL 97//7EWALK applied at the manufacturer's recommended rate for the full pavement '.�' 3O' LAYOL/T PLf;N TW0 3ET5 OF RErd-L/NE/2 hGANS POW/NG THE PROI°GISEID width prior to paving. peOp EXIST. R/w P,�pp EX15T R/In! GHAN6E5 OWL-L ,13E SUPMIrTE,� AT 1rHE �><lME T7M� THE 48 NOU!� 00176E �✓Gy�,/� I 02YAC i0 6/vEN To THE clr-r. P,eo 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- .� • � /910 mination of construction quantities before submitting a bid. Any 01 Item of work required by these plans which is not specifically listed Gf7 G7 TO 7/ 3._ � 47, - �,, � CoNsT. 47, In the estimate of quantities shall be considered as included in the other items of work. �• ,S7' �7 1 2 ' Zg' 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 105' 28' 3B'- .,ro' yAR1E5 i shall be constructed at each intersection. �F✓Tt/PELi'N/1T�GC'T.CL!/ ZQ' =3ie /5 ' /✓ g'/0' "t¢� t:f I/4• 0,r� oTo so' 0.95 0.63=0 81' 1 -Ero, -e9 Wow /NOTE: X-,,c,-41Z TRAN S iT/ONS 1 ¢' yI,G/�1 �� y. I.�'/• /s�, '�SFT 15. City approval of plans does not relieve the developer from responsibility ' ,Z• V /,3' d t TO /. 7-7. 4r 0A170AE / �i"~- h` O 2� for. the correction of error and omission discovered duringconstruction. I _ I EX/•�'TPrPh's>'E,NT � O. SO � 15 Gt G3 - •E,r/ST 6,P.�'request the required plan revisions shall be promptly submitted to 2 �E,�,�jrl� , _ - ♦ love,- Upon 1 5 COMST. 6"A.C• OA2re � e4aVST. G" C//.,2B cwe_y NOTICE the Cit Engineer for approval. `� �• Z _ o- -. •� COMPACTED A/'4T/VE ReR C/TY oF .e,41vcN� Y g pP ` -1( ___ __ .T' /. -.-- --� CONTRACTOR SHALL VERIFY -ALL Z _ u �� �- l/GuI�YtLINEAfL 0I W/4LfCa S4 SO/L ( Tf��/CAG). CuCAMOA/GA ST�O. OW6. CONDITIONS AND DIMENSIONS �� - A/O• 30/ FOR MEO/Aa/ L•O�(/JT, .8GLG4a. �¢N� AND SHALL REPORT ALL DIS- 16. Work site and exterior streets shall be in a neat, clean, hazard free, ��� ® c�jE� LAN/a�GAPE f�AN orderly state, throughout construction. Site shall be cleaned upon 1 'r 3�CTiON LINE GurrE,e PE,cz C/T>'o� CREPANCIES To THE ENGINEER RANC't/D fU!•AMG�t/G�I request of the inspector. p Lam' �' �y��L'l/� G'O�t/�T,CG�'TG•''.OB• ANP NOTE HE/'ZEON PRIOR TO THE COMMENCEMENT 15r-v _ TYPICAL SECTION Sro. owG. �vD 303 OF W°Rx- ,�/14T/3/E soiG � WT-5. (r YvicA�) _17, Contact all Utility Companies as required, 48 hoursprior to excavation. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR Provided cor your convenience are gyne ioii0win3: '� TYPICAL SECTION 'ST. d"'CoeB�w�%7TA' BASELINE ROAD . L•/rY of�odcslo cvo�.+�.�6:' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR _ A. San Gabriel Valley Municipal Water District STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF Mr. Bob Stallings (213) 969-2718 BASE LINE ROAD 3Tp � �� ���' I STA, 2+50,00 to 5+'9� /8 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE for Base Line Road construction NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE �orE, r#15 sE�Er F 70 FORo,BR/OGE 3E�T DA/ CDN T TI=9 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO SEE SNE PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES E. General Telephone (800) 422-4132 f + MED/AN W/OTH 7' ! 7' STAT/ONS /'1>~ 5000 9jt� FK-'�O NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION for underground service STA. 13 + 50-00 to 17 50.00 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. AND /7 t FO.00 OA/L Y. E X I ST. R/N PROP. C. Southern California Gas Company (714) 529-2889 17FP1AN N/OTH VAR/ES 7'9' fRO/'7 STAT/ONS SPECI L NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 2191 E. Birch Street (714) 529-7070 TI-9 /315000 rO /4 rs0.0,0 A0o FROM RAW Brea, CA 92621 R=70 /L t50. 00 TO /7t SO.00 � fUTC/RE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETt RESPONSIBILITY MED/4N f,//0TH = 9' 9' fiP*49 7,,,5/009 SEGT►ON LINE extsr. PVMT• GoNST. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- D. Cucamonga County Water District (714) 987-2591 /A 150.00 TO /b 1 50.00 13' 13• 54' KENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 9641 San Bernardino Road - HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE Rancho Cucamonga, CA 91730 �4 O OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL v n • , OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS E. Metropolitan Water District (714) 593-7474 3O R N '2� PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PLOP. E X I ST. R/W t N r ( OF THE OWNER OR THE ENGINEER. P.O. Box 54153 CRC LINE 10' 37 1 © 4Dd 57. L/6f/TS Bc/ 9ASE L/NE e0. - 96000,M,� 57A i Los Angeles, CA 90054 /1�Gy,QV� GD.f/�'�- �Ly� � '� ' 9 F. Pacific Telephone Company (714) 999-5639 , y IQt1Zif;5 O'TO20 ' ' /7,125/ /9•'-7: N_ 2//?5, 27 SODL,,y gONSTRUCTION NOTES /2'7 /.'�'/ to VARIES ' O TO 54 ®ADD ��u.70 SLY FOR. 9K5EUNE RD. HAV,5V AI E�7R. 12316-/ 61/5185 ��� � 7 \ D NLY BNOY of rR. NO. /23/9-/ -2 -3 (DI -,. CONST. 6" A. C. ON COMPACTED NATIVE SOIL 250,322 S.F. GO G7 TD 7/ �'` 7' EXIST• S'LY RM QMbVED 51DL�W&K4'FROM CURB FACE ONS�PLKEAVE. //�"W 3¢ CONST. 8- CURB & GUTTER PER 'CITY OF- RANCHO CUCAMONGA STD. DWG. NO. 303 3,135 L Is 47� ,f7' 1 / AE 6 :_ _ '4 CONST. ; HANDICAP RAMP PER CITY OF RANCHO 125 28 - ?t' M nrT / I DESCRIPTI0Nof REVISION GATE APPROVE4 VA. (F�rvEE�,fr1Te�'T,av) 1 1.5CUCAMONGA STD. DWG. N0. 310 Z!J 7 /5 /S /4 ZD 'Zfl � � - 0/0 CONST. SIDEWALK PER CITY OF RANCHO sa NOTE HEREON ) *` -E,Y•11T�$,8 ,!/O CUCAMONGA STD. DWG.- N0. 310 � 304. 10,951 5.F. 2, /3, ,, �- 4 ' Y�iES CITY of RANCHO CUCAMONGA 8 CONST. 8" ASPHALTV 7r=xlST GROIJ>\iD • CONCRETE DIRE PER CITY E,t'/S'TPr�12� ' � `1 G'///�s�/ REr�OVE /sT. .c. I 2xm"RED1VOoD NfrADER. OF RANCHO CUCAMONGA STD . DWG . NO. 313 71 L.F 2 BE,ec.,�✓Go , 050 15 410-43 x�, ex A BASELINE ROAD p. 2 0.92 1 1 ♦ PAVEMENT ^ROM >ExLST. GQac1ND g CONST. CONC, DRIVEWAY APPROACH PER CITY OF RANCHO �I 24. - .�o- - _ / - O.? STA. 31109.00 n IMPROVEMENTS FROM HAVEN AVENUE TO CUCAMONGA STD. DWG. NO. 305 -(x-3 ' w=18 ' ) 2 EA - -L-T • ♦ �� ? 1�_ll S74 32 t7*AO CONST. 6v AC PAVEMFgT 10 CONST. BRIDGE CROSSING FROM CENTER LINE STATION 4 �� GURViGINEf4R '3/gEWfFG/'C/' OyPR COMPACTED ti/QTIVE Soft_ ®&15+19.1'5 TO STATION 15+44 . 51 I FA- ( 1 �� CGN/'ST lo'y ®3EE GA(: 0rE H 1E PIAN 2077 FEET WEST OF PROPOSED MILLIKEN AVENUE INSTALL STREET LIGHTS , 9500 L.M. 18 EA. f}Nl� NOjE ffEREON ,e LIMIT OF S'LY .F�I DEDICATION 'TITLE SHEET ® J? /NsTALL STREET L/Gf1T / 2�J3'DO L./y / E/� �t/,4T/l/E SO/G j� CONST. G" CURB ONLY PER CITY OF RANCHO 'CUCAMONGA � TYPICAL SECTION covSTB"C�s d y�,e TYPICAL SECTION It A STD. DWG. No. 3oi . 5,0)07 LF. ciTYOF.QA C4ocUC's��r�ti6.4 N.rs . APPROVED 8Y ATE Zk-8S/ 15 INSTALL 2"x4" REDWOOD HEADER. 4,164 L.F. BASE LME ROAD ar�.��.t/o. 30�. BASELINE ROAD _PAVING TRANSITION / GTY ENGWEE RCE No 23889 !rp CONST. TRAFFIC ISLAND FLARE PER- CITY OF RANCHO CUCAMONGA STA. 17 + 50.00 to 23 + 02.76 PAv/n/6 rrANs/T/ON9 FROM sd'� 51'rX 32x09 T� 35x-44 DESIGN M OLE AND ASSOCIATES, INC. R M ENOtD STD. DWG. NO. 314 , FLARE DETAIL. Tr 9 .� 70 S'.y1i OF SAN BERNARDINO COUNTY S 4 E.4_ TI 9 STA. /G 1•so.0o To tB � STA. /Bf5o0a _ '` - CONSULTING CML ENGINEERING 17 REMOVE EXISTING A.C. PAVEMENT. $S8 aF R=70 DRAWN AND LAND PLANNING SHEET 1a CONST.425M"CMP '.EXTENTTON. 9(j L.F Q ,eEy�sco,.,e��,ov•�vegccEs-sFoe.yoidTr1V10 WN.Mountain Ave,Suits 105 - Jr YE.f�/G'GES' A!>OE� OE`T•4/G$. 5f.4`I e lcof23 ¢ d� � �.S UPLAND CALIFORNIA91786 J OF , 7 . 19 CONST. FLAReD Er.tD SECTION AT END OF 42'X 29" CMP it F-A GUXWL/NE74R V1rP'6/'VALK ON ,SASE GINE Ria TOLE PHO ?(714 �4,, 2949 2� CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA ® GON�T A5 SHOWN ON NO5 4-/a"BrD KECKEO RCE. No �' STD. DWG. NO. 404. 4 EA *f'EJQ®-ef/5/95 GA � PLtW� OR AWIN G NO. ZI INSTALL 3• PIA. SCHEDULE 4p P.V.C. SLerve PER LANDSCAPE ARCH. PLANS- pESGR/PTION OFIKEYl�10N CONT. fvArE APPROYE Gy OA FILE N0.114-746-4 839 % • Jd.'I I . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- t t -+ - 1 + tII BENCH MARK : - + -� - - �' - . - - - - - - - -.c. � r7 . 1 I . . I - V�' - - -__ - - __ . .- ____i____ ___ __ I _____ ­ - __ -� _� _ .� _ �__�_ ____ +4_ _ - , ---i- 1 ' i BENCH. MARK 'NO. 96-B : i : t . . r1.vc. 3tv } } . AT THE NWC OF HAVEN AVENUE & 19TH - � - - - : ; 1 - - - - 00'�Ca- f t tP' L=ZO' Pl.k. k, O.:G. RLv.C� : fi - =, . } } + t 1 t t � + ♦ STI . 44 FEET WEST HAVEN & 83 3 ^V k 131'1.��0 I ...�,e� 4 1 S �y 4� C. " .1 d t t - t - - _ d R LV (317.g8 t -_ ! 4.J D� TL�R _ d 4 '�4' `7# 4 t 1 } o(,' � i i•_ _ FEET NORTH 19TH ST , SET DRIVE . o . i t I fi 1 /4 474 O d�`. LI . W I i f : I t U V : PIN w/C.S. 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V ! 4 L='9.8!5 aG ac. o, s G t t * : Ui► - - -- - 1- -- L _ _, - /f O N2T 142 f Z= W 1 IoA4, :2 - j . 3- . GO - 5 ..*(�' 7ZLIMIT LINE OF GRAD _. C I 1D 10 _ �-�Id � 12 '-S 70LO . p \��2 \��� ���Y'�'\C')'�' �y `\ •?j �\ '�Gd��( Gb. •y�Gd 0 G/ L U m U U- 2 Q 11 Vki 4 ' gt, �y� rn a Y\t1 �ey. \�' &m �.1.� �• >► �.� w� __ - . :�o .0 - - 1319 m � q h _ _ h O p v 0-f I` � � ui � Q� W Uc- t t \ F tt �' Q 1 0 � � N40 Q � ''� 1z '` m o ` v oje, W W .4 3 .19 ,� -O 1'T I I +c OCK -�, --�7 .I _ �� ' �10 .�� 1 U �, N !111 ' ►�' #t. oo _ b `� tb t4 `bti �!i' \��\ v° I . `� ��`� 9 ° o � 4 a . �+% ^ F '' 17 o'� --- gyp p�' �A x� -�� 9(�' 3:r _ \� �� �, �1 � ,3j °; � �. J � � o � � W . Q * �� �. W � � e� � � � t � � � v I V1 3 N \"'�� a \k ZX \� 2x x '� W Zx ^ s:1 .�... s--o.olozs I- : U 4' 1 17 f` O - W 3 � t 11 _ ,... a.'/ �I a ���• I - I _ .. �'�� N85'42'5b"W� � ' PARIES _ X31 .3 , z Py I I 8 f o. Y2 y __ 118.56/ -�(PP ?3'ysL��V X �• PR�POSEo_/e/K/ k� A - a? /H/ I 5 1 frVMT �--�- - 8 7 s 7 N 7 /O'OJ E R 1 ' 3 Q NI �,� ' t � -��� aan,s. 1 m•57 " E- ... �� -- FLdW 1NI@ of TEMP. swag _ k_ - ) - 0 _ j 10 Q \ .1 r 13 I- ,\- 47 .� E P I (P•P M 137739(08 /5 W - ------ -- #1377394E 9 QFi� -- 8 II T V N' Z �, �P 'q ;t D0. Q A \ FUTURE Curs uT7BR • 1315_s._ _Q� V 0 ,�,�" -1 ,�A`� a+10.00 *� 13/ln.B5�P s 87.57't7"E FUTURE CU�CB GUTT R - + 15 to•25/. R- k. n O i r 3 Q W w w w - tL �Q Ooh,,v� # ( 'I ` SEX/45P /y/'V I )__�'��'�_ `__ `�. ' I ti _ EX/s T• /Z" C/`7G.f W 1✓ATERI/NE CMA CRY Earp a1<'Ax VBMEivT V av4/3773'1 8�) va> is 77392 E) #�. ,, a % 1316.29 EP. -� IS17. 3 Q 1' Q� 1l < Oxpr I��TC. �� \ �i`� `�Ih�� �- �T �.Q E mit/? 4 DA LIS N'E RO^ J SECTION LINE , �O.P /7 ` �� _1sr?-93K. _ ��-- N V p I(o /7 Q1 G \� �n l7 Q A EX/ST Ep�EoF 14 _- - --- - - - - - 49 - }}�\ \ 8�rJS�~W 1317.09 F. y �f _ _ 1, Itl N79.17'37"-- I r' 74157'2f'"E �- 1 17.4gTG. l3/7.33 T.C. 1517.2/TC. /3/G.?3T•c. 131(°9710 -'�15� N _ g k ` I 131(p.� TL 1 /$.-a F= 1 I 5X/S7. 01� 1e111o.910 F.S. l3/G.B3 iS. /3/(0.7/'.S. E I t° 1 l�O I(D 8 I-} /4 n f3/7 36 .( ( � O D ' ^W _ 41 F.S. ; /c___ �i14 L IEEE. --- - - /slb.¢3Ls. � Fs i 1 78 FL. 1 _ --'T r- - -T 7 _ . 111/.03 tC 1317.01 rc. W r O N I 0 w 1317 77 _c. 1b' W w - i1 w C W .' t �y I E D F 1 ITZ7 es. t 41" 5AN GABRIeL (ALLEY M,W.D. WATEQ M�►!N - --- N - D -- C -- Il - •� W r31b.22 tz N l3I7.4G;rc. /3/7.38► r 1(0.5 Fs. 1�i1(o. 1 Fs----- - -T- - 13/7.31 T•G. 1317.35-r -. ... ��AA ( 131(0.75 Tr✓ ID K P J U 2 t I Q /31(0.%F.c. 13/b.88 13/6.81 F.s. 2( Fit'/STG Ie11'V 1=i 17 0 3 T.G. 85 F s 14 \qj\1' �j IL Q y.! 13 5 4 h 131(0.08 � N 7� 93'3/'E 317 l4TG V I'D � Z 1` � 575'44'PG"E �m p ,(b• 1316-53 F5. 131f0. _`,`.� O 21 , r E 13tro 43es - / M ,\ 13r1..93u. � \ N Ito b/0 TG 131!0 ¢7/(� 3 ( 11 11 rl ` 1316.39 Te. VA r0 SE RELOG'O A / W (0 \ Nt,>li i 5 M 1315.99+ 1317.07 rc- •✓ B 7' S7' 2 T"� \ SEE SHEET Ido OF 17 / �/ 1316.83TG. N . 5;5 40'27 E X1STG AIR RELEASE � a 3 Q �o' ti FOR STORM DRAIN PLAN 6 ': k lJ V Q <. 1315.7P v W 'I•\,�h' 3 T M '"� A. 13/(a-4olE a /3/G./b 131!•.f0�Y O;K 2S. r^ J iXrer nah l� 1bc�I+vo y - S-'8_i; 'L: o5 uA R I E s ` I' c�. ,' 2 I ' c +>r �l yl Z std sNT. 17 of/7. p 31 - 1p $ 8 7'S7 t7 E p . _ w � q ,'"[ e� a 1-4 O U% R -- 1`�B.5G' j 4.2o' S rsl5 43 ��V\y! V di tf1 Q sw ' •\ m 1315.71 IE Jc /W 'h N � & 4 0_ I �A 9�T �1 U E16.33 TC. 14 �l I 3 � l311e.37 TG. \ I� be ~ 4 �wy f-• I �,/t 5 / �� _Q . 1315.(•5 IE U,` � ZO �h� 1316.70 1E A� Z' 4 I � �J N Y1 �i ( Q N v N v V �, �2' SD•Op' 50• D (� �. 50.E 50.00' 26.00' 7.70• �0 '1 59.98' S2 40' 79.00 I W W V t. . ). �. W 52.00' 60.00 a0 O I 5:i M/N NMT. 2 G J h V_1 N I TAPAER ���1 y �� W Ct v V Q �► awl �J % Ll �! ) A JC O N J4 3 %1 (j) I \� �G •�t' il ., % � I�c}'j �, v It 14 k r � � Q( 0) �- �' 0 � � \z - N 1. "�J � a S ` 1 Uj ' lot, �. �'° `" N N h q� o�. yr 0 � v 4 l V I9 W (�- p Q 37 6 , /�� i 3 0: zl + N t * $ w N n h W i � 31 32 33 o ttl 16 V ;'ti /_'' 15 I �`%' gQ b � h 'ar . t 'k k - NI \3 n 8 a 19 tl' �} U N Q. ( (I 't" M 0 . 2.t I°/° IliN 41 T- M Q: � h 1 ♦ 0 Z 1) � r r. P N � N M y 1 >�' �o� 10 CU�QME DATA * v � ° N i � �' 34 to' . 10 oar �5 ° AWE IA4 P ,odA,41. ' "8/8 L R l_ T L R L_ _r BAS E L I N E ROAD 4) Q o b � \3 - _ _ � k TR. IVO. /z3/6-/ 0 ADD SIDEWALK 70 SLY RW $4SEUNE RD,•AAW9V A 12346 8115165 SArr-t I► vo•00'00' 35' 54.98' 35.00' T 11. 1-7'00" so' 9.E3S• 4.94' Mop it 25' � I•- . CONSTRUCTION NOTES z g VALENCIA AVENUE N9YIGINEAR �LPEWA1-,l ON 4�i 5 LINE � TO BE 5' I. 58' 15" 2047' 70.41' 35.21' a 1'58'15" 2036' 70.00' 35.00' 1 © ,I GONG? flrj �`ffOW/r' ON C +N�,5Gs4PE PL>"1/V0 '¢�10-8�/ 0. OI - CONST. 6 A. C. ON COMPACTED NATIVE SOIL (� �y/5�p �l1�cO�.4,vFp,�,QCCESS'foe�yJ,4/�/T /.4N C 1. 58' 15" I-,97' ".&9' 34.35' V 1.58'15" 19Cv5' (07.59' 33.80' so 13� a 3 CONST. 8" CURB & GUTTER PER -CITY OF RANCHO -0-49-96" v r• 5a' r5" 2000' 48.80' 3440' W 4. 12' S�' I �.�'a�s-ems-C ,VA?-"1,4' c CUCI�MONGA STD. DWG. NO. 303 n m YE.�iecES, Aooe4 OETA/L S• 5139 IO(o0' 77.97' 39.DO' ocro/<s E loss- Is" 1993' ' 8.55' 34.28' x 4° 12'52" 940' X09. 14' 34.59' O4 - CONST. HANDICAP RAMP PER CITY OF RANCHO �QUATJ0Iv DESCRIPTION of REVISION I it CUCAMONGA STD. DWG. N0. 310 DATE APPROVE F It• 44'44" 100' 22.25' 11.17' I exrsr.bxap, D5 - CONST. SIDEWALK PER CITY OF RANCHO . i ! 1064G'37" 100' 18.81' 1 �' I _ 14 -18, CUCAMONGA STD. DWG. NO. 310 4 304• 57/4. 9+00.00 EASTCITY of RANCH' 43vee No ON �T ND. ! O CUCAMONGA N re• 11'4t" too, 31.7G' srQerUur ..... ... . � � • I d' S8'S0 100' 15•(07' llo•O 1, GIPA V E clow LINE / Cr.1 E.P _�_ .85' see P�..I 5' 20' 20' S' F.oeE ofer,•ta J o•3s'37' /943' /9.00' V.Sm' d w/we•r"- SFL PLS, �1xo�se� BASELINE ROAD K /5•a/'S9" 'r'°r/Y�a�e'r� "crore,,s�.vrs 'C4lf:65, -ACIEY 6f''�e �� `4_f��$� 011 -INSTALL STREET LIGHTS , 9500 L.M. e.-CALF N to= 40' .00GEB F, 1P,W_5•i0E 560 50' 13./2 I•- 6.60' �r'eE'6r ild'-.eo✓E'»E,vr AAc'sro">�GTEO" L /3.30'27" 50' � /G.o.vfoe l.Da',aTivci. G•N,eR.-,ac�(rrP) IMPROVEMENTS FROM HAVEN AVENUE TO • r //. 79� 5.92' \ SECTION A-2 '' I4 CDNST. G" CURB ONLY PER •CITY OF RANCHO CIICAMONGA o► 14, 11,1,04 so' /?.-V, 4.e2' .1-o �/ 2077 FEET WEST OF PROPOSED ru-rs �-' s �� STD. DWG. NO. 3 G 1 . _ N 9iD'b tb" 35 ' S5.o8' 35.11' e 11 acs "A, L 'ieANg/ IS. 11 INSTALL 2"x6" REDWOOD HEADER. _ _ , �'����� ,a�wo.av c�ea '-Z-;F'--) s @`_=_ . ER CITY OF RAMILLIKEN AVENUE O 90•//'49" 35' S5./D' 35./2 O�/ioL9.t/ C/TYSTO. OWG. VO30/ ' P O'Plo'43' /953' l5•/8' 7.59' Zrl STD. DWG. NO. 314 , FLARE DETAIL. _ it__0 2"c�,cs.-mew APPROVED BY DATE ,ZS- Q 14'SP24' -60' /2.98' 10.53' 1____'. - --- 17 REMOVE EXISTING A.C. PAVEMENT. " a'v�'`1N >, - /2~� 2J CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA CITY E NGINE E RCE No 23889 R /3 Z74b 50 //.75' rj.9� �• , ." ..:c.. ' s /•5e'I5" P057 ' 7o 7m' / .,O V °� STD. DWG. NO. 404. R ENOEO 35.',8 /' °0 :' r .mss'. 21 INS ALL 3" DIA. scKEOuLE .40 i'vc. SLEEVE (Pose wa,T'Ele sBRVIcE DESIGN MADOLE AND ASSOCIATES, INC. 9A2„ CONT OLLE12 19,111ZE PER N APe ARCHITECTURE Pt Ns . kv OF SAN BERNARDINO COUNTY V I ,r 02 R } LA DSC A S , L' ,,exwlworw,eS`/DEl�Ge ��/8" T,eA�(/S!T/�•t/ I T.4/C CONSULTING CIVIL ENGINEERINGIo {� ''e. ` � '' �O I' SEELgA/OSG'A�E�LAit/ DRAWN ANDLANOPLANNINO SHEET A 0 f j is Al.T.S 545 N. Mountain Ave.,Sults 105 a � A�vo NOrE av 5yr. Ivo. / UPLAND CALIFORNIA 91786 ' 'Z ���,o O�T•4/G-WzlZ71F/E� G'U�PB &I,VZ � N r� A G_F . PHO .E'(714 'fl4.6- 29,9y OF-17- G'U.eY/G/NE,4,P S/DEA'VAZ,e O,e7,4/L MEC KE D RCE No /'¢ DRAWING N0• I DI,Q�! ,gCC��'T W ,�l•4/itl�'"E�/.4�tlC� YE.�Y/Z�l �' �h'y.4tG a.g DAT '"'I 1 e'� F IL E N o X26 �� 8 3 9 4 J.N• 1'26--70G- 6 i 1 - { , CURVIL.INC.`hR S/D�'Wjt�,fC �f1E,C1L.0 t 77T.I2 3/9� BENCHMARK : s.►�r. • } _+ 1 i ♦ .P.I. .63 _ _ - - - - - _t tD .- _. 5 �• TC. E v. BENCH MARK NO. 96-B : : YI qt i i 1 /6 O� /'J� 80 20.SO AT THE NWC OF HAVEN AV83 ENUE VENUE 6 19TH i , t i 0 - - b : (�f•C) /6175 �' '� /32/ 20 I32/• 30 FEET NORTHER 19TH STT WEST -t HAVSETEN &DRIVE t t t f i �� (� a t�j _ ? i p $d.'/o- ; ^ CPR C.) /fit 55 f 13 /322. 05 PIN /C.S TAG IN TOP AT THE EAST 1 l t 1 O 1 } 4 . i i i tj N w _ - - , ��1 \ - . 4 \ _,.,�- ' - -- -i _ (PSG) /9t/3 6 22.�5 /�22. 97 �►N END OF A HEAD WALL FOR 3-24 1 1 a -� - CMP , f0. en �' r t--.i-}-i._ i-' -�'- i i i Irl: i - i C!'��� 20r7a /32 I32�.67 0 �N ELEV. 1430.686 1 = ` 1 ...� - ---: 4 4-` -+- _ _-�- "- •i (PR CJ 22 r no I 8 ' ® /32y• o/ /32�•24 i W 1 �' i M - - - - - 1 -' ' ' - ' ;-r- � D•' '/L Li0 6! *0,PZq ` i-i_ _1. _ _ /C�.c.� 8 3 .1' /32y•33 �f �9 W fi °� \�, 3 v - r �- , - +- r W 2.3 f 33 O 1329.53 /3 3 IIx16,"IA405. AOL i s 4 SEE LAN43G/4PE PLAN 1 j ANV NOTE ON AH7 o f E i�-ice s,��Q�SE /�'o r�/ fl rT&,e P OF eZ Rc�$ .PtP T. �. i 1315 . C FIL r4L,Q/VC . /4 v n = -d- '1 315 : h Q $ IN co \ �,o.4•,t �o.�sz CURVILINEAR 5/06w�1LKThIL 13g� ,� �, � � � - 014 � __ - N. 1roP OF URB N 'o PR S/ E �rr/$J!/V�r i5 ADS a, vEh��4�!/ - 1315 Y 13 5 ' �C h F10IV L/A/f y Pte/_/320 , o t t ti g 4 r cam - t 8 ? 4 001 Level- ^ /Q• b +o. i ^ N'[Y WIn AU LIARE 3:1 I - - I - - )P--LN -- -- , 1320 _ i 1 } } i i } } i i i��o� 1•+�O/V5O1Ui4' i ; �' i B"A.G•D/XE FLOW L/il/E r �I TOP OF CG//PB 2:I (v h i 1I i (I } { 1 I ' } /¢MwIt iY'Sf/N'.G i G,�P CIE !a i i i = t i i 1 4F R r-0'1/0 CU/�'/9 L'✓/��SE + - } 1 - ' STZ3RN1 AIN /NL ET 1*315 ' T r 1y+ 1 315 - DR m Of/L'E OF I E /3'T. t .4 fAlr �I. vEE .5Hr-mer 7 Pfv j x d,P elriTM SECTION 3 MEA/VDE�/N6 0 II j SCALE t ' C Q V } i t + i i I i � �. . i �I i HORIZ. 1 = 40' , t;�1 , : , '. : : : : : 4PAOT 3~ C P&m OYER ! , i : i i VERT. 1" = 4' 1 1 i ♦ C C A. : > i i t { t + r O/4 KA TED NATII/E SOIL . 12 13 14 15 16 17 18 19 A.C. APRON @ SMRM DRAhV IDETAIL �o Y SCALE • / -�O • 2 'ti �� v tib a .32 �� � `c� � l � 13 P2 P. 132 tll ti 4 4•. V Y CAAJ 1325 >3t' pRoP. EX/371 COAD irVLE VIAW GO',pLP {� M 32� \ \• �'� i �� v 0 m m tate r/kc. PMN T' g' D SCA L E /"� 40' .�L _. \ / C�` / Q `W e( p � 1324- 3cE D A N- ABO W Rr7RT 0� 40' /� O3 - �� ���� L J •�,� �� . L/ IM�TOFGRADIh1G-� V / ^�b 77 0 3 a !1 •&- l �� �hb � ^ 0 �F o h SO 60, GnMPAGTEO /t/4WIE �cEs /� Q• �� tQ . EXIST. GRADE 7• 0� P,POPosEO A /� 41r j �O .�` / 3 ` `v ? 1 2 3 j6. h `' eOMP�aC7r0 NATIVE V ro I � /.�i/aPOVEME,VTs !7- %Z (,QOUI/Q L/.tlE �•/ I ¢� _ r, Z ' bN� �. 5TREIG14T - -- - 9 Q� ', t ,S •• W w * o� 5 i• ( ���ro �' 9 '/ G�'a D r (rYP) E.P k 5 L FLOW LINE / U" /• ( IL to h �'� 15 s••/ (P.P /3773137 seE PLAnl . 1 w h nl i i 11= c G PROPOSefl STREET R/y�, '3 t V) b fG� 8 __ P OPUSED EET R11V r-c.oW LpUE R` �'1 y (R /377390 E -- .- 9 •• t•- � 1 F• Cx�sT A.C. � � PROPOSED IMPQotrEMEiV1� 1 Chi(/✓r �lEd//�il� 1318 go 6WA�E .. lo.Qi1G►cO SEE PL Ant h ¢ EXIST. /Z"C/HL N FLO!?i L/.VE n' ST.e9/6f1!' 6RgDLo -- - - - AT>c,� PlPELE sTiPA/G<1T �s�� ,oGr4v J FPS r. (o _ PRopoaEo Ep PRDPD9ED �P � ,5 .i1� / (PG /377388�F) -z �' - sE� sHeer /� �.B S ,�cP 3 7 ,� ¢ . EST o _ A - _ �_ o SFr/sr FP SECTION A-3 h V FOR SrORMoaa/A/ �i _ i3� _ t � N TS Irar/�T R/tA/ '� - -- -_-_ `- - -I �----- _ - / ,�No✓EE, JT.�C '/' Q EX/ST. �T. �2/l�V _ 17 t� sscnoN Lit -- V SECTION B-3 x I,/ N T S It EX/8T TEL. CABLE a •f ► O -n '-EXIST. E.P ' 7-- �M� T _ T T T - T �. fON3T.QL/CT/ON BASE ,�, :3� yF.�. ' /32o.�3ic. --LINE w ROAD LL - - - -- - -,� �'EX/ST 4/�JYY:�TE,e/3oEG/�/E EX/9T. PIPE (ENGTv=625' + I - �EX/374 STREET R�W /Q B4UN0 LANE GgTE °p s5 /1/ 9 SS 4 c� I ( •� a + 2 .o.004a _ 3 - - 6UARORA/L 4 v i3 A71. V al f" t�^ ' ( �% 0 c=59 ' 1 .P 1� -� /�- --� �q SEE SHEET 7 FOR II I 2EY/9E0�IEO/.0,f/fO.e ACCESS fO,e iy1i4/it/TE.�G Al _ X00 2 5 3 U ,� u ia20 7o Tc.v1 STORM D PIRAI ¢/9810 5� YAH/CLEs, Aol�o f 2� W - - - °p W _ h1bp � , CONSTRUCTION NOTES •. - - GdNS, 46N�fHN 9 M ✓>,q °l7 1 5 DEDicA7-10 TO S.B.C.F 400 s O I L,iNE,fO. soo�v E.v Q r 79�, 5'7.x' 54.00' 8�1• 10,�� ^� 1 I - 60.00' - -- �. `� b 21 21 /G+3G•83 C.B. 66 bp' n1tr /!f!r i�.vv ?i>�7s 27sa�a�.yE,v �d s>.4 • ?1f�v v g,tio ( 1 ' w-io.00' v=s.Ao' ^ /a-CONST. 6" A.-C. ON COMPACTED NATIVE SOIL "17 21 NO. 12 3161 ? �p� r, L/1 I5 /7f50.00 ANGLE Ptm r s'Ly a CONST. S" CURB & GUTTER PER CITY OF RANCHO Q AOD SIDEWALK c� /V'Ly B/vDY. TR. /23/�-3 f -Z e//5�es cg,.,., /Gf/2.83 ¢ oewY I /6 N,yy ED ,v/Ep/.qNg C UCAMONGA STD. DWG. NO. 303 5 R END �'J A/C'S. , V s //t/ST 6U,4�PO /PA/L , G ENG TN /1 s I �� A� " /vOTEOi SEE OET.9/L s//T /3 of /7 17 �� �' -CONST. SIDEWALK PER CITY OF RANCHO D ESC R IPTI 0 N o f REVISION PATE APPROVE AA �4 , OTE: LA/VD•SC•AP/NG RER 14"0SCAP�ARCN/TECr-!7 Pl-"- v � CUCAMONGA ST DW C� NO. 310,311,¢30,4. (W//FRE APPLICABCE�. {� ' V. j / /� I L Vol, /5 t 54.70 -e BASE'L/NE ��D E S'E•CT'/O.V L/NE '\O � f� NO rE 01 °5H T NQ' l J J oo 328 54 42 It AWc-R C.QEEK -AAAt/iUEL 123/9-� ��� m � v CUCAMONGANSTDDRDWVG�.ANOAP300A(x_3ER,CITY RANCHO CITY of RANCHO CUCAMONGA� � uIZ /5 357, I J0 UNST. BRIDGE CROSSING FROM CENTER LINE STATION � , � � Q � _ T ry��� ,' 15+19. 15 TO STATION 15+44 . 51 see 6HT. 1 01-17 BASELINE ROAD .ZtM , y ^ 'h✓/��' ' /Sf3/.83 7;VAe0EL.A1/AY' A45E L/NE 0.SOt/TN� JI INSTALL STREET LIGHTS , 9500 L.M. ro ,{/ 328+-00.08 DEE•e C�PEE.e eAlAA/rVE!_ " IMPROVEMENTS FROM HAVEN AVENUE TO o F / NX167. 4ATE / / t ) , ,,, /4--CONST. G CURB ONLY PER CITY OF RANCHO CUCAMONGA p �, IQ �' /st/o.�3 sTD. Dwc. No. 301 . %2077 FEET WEST OF PROPOSED 47 � Is INSTALL -2"XL" REDWOOD HEADER. @17 - REMOVE EXISTING A.C. PAVEMENT. MILLIKEN AVENUE s� / ZI INSTALL 5' DIA. SCHEDULE .40 P•V.G. SLEEVE (FOR WdAT X 3eRVICE �OR COMTMOLLEJ2 )c(1RE ) PER LANDSCAPE ArzcW,7LGrURE P4A/15. APPROVED 8Y ATE 7_ ,PELOCATE EX/•5T. vi�'GATf 1`� Or /�/QTE; f3EE SHEET /4 OF /7 FDiP ALL �r--CONST. 8" ASPHALT CONCRETE DIKE PER CITY 8� 32' BACK of C. 10c, SEE Sf/r. �(i �1 p• �' OF RANCHO CUCAMONGA STD. DWG. NO. 313 CITY ENGINEER RCE.No 23889 /4 of 17 EoR PIPE GA r"E a '1 Ex/a'r er. ACCESS /PA/"!PS TD OEE/P CH�9N/VEL. vET.4/[.. �rYa1cAL. RAMP"A'' ��` a� ,g�' 5'EE �if/T. 2 Foe DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED AA40 ,Q,e,MP ,.c,-� � �T.o/mss. SAN BERNARDINO COUNTY Sk/ OF SAN BERNARDINO COUNTY / FLOOD CONTROL DISTRICT CONSULTING CIVIL ENGINEERING � --- NOTE' DRAWN AND LAND PLANNING • SHEET _EX/5r. CAW" LIAN Pfii �- 545 N. Mountain Ave.,Sults 105 oN TOP of WALL (ryP/c.4L� FOR CONSTRUCT/ON OF LOCAL DEPRESSION APPROVED 198 Sf>�S• UPLAND CALIFORNIA91786 3 OF �7 CATCH BHS/N - SES SHEET NO. 7. PNON�(714)D4(,-79ag HECKED mom_ RCE No 14e* DRAWING NC• DIRECTOR, DEPT. TRANSPORATION & FLOOD CONTROL /i,,//,�,! pA G�?�� FILE No'/l(0-0M 839 -,or, -S i ,l . X l ST,:CwR O C!_1VD 0NEl1? — t - - - - _ artumE A LY. cuir --; t - BENCH MARK i i _ - U7ZIRE-'7OP:OF _ --- - ; - +- -+ i PCZ.44 r - - - - - 1 i t g f - - - 'LY. CURB : . ' al : r t * BENCH MARK N0. 96-B i ; ; 1 :..1. 0l1 + + - - - - - - - - - - - --- -- - __ I 1 L_ '3T. 3'' 31t. -` - - - - - - - - - - - - i2 AT THE NWC OF HAVEN AVENUE i 19TH - - - - • - - - - - - - ` + - is - - -- - - t _ 2 * N ST. , 44 FEET WEST HAVEN & 83 1 ? �� -� O -►: �: �: U ; W M vti FEET NORTH t 19TH ST. , SET DRIVE iCZ - - - - - - - . - I - - - - PIN w/C.S . TAG IN TOP AT THE EAST t j - �� - _-� - _ ND OF A HEAD - MP I � ,� : E WALL FOR 3 24 C t I t cv nn n� on m� tl t :W ELEV. 1430.686 ti v J N i - - - - - _ v a - ToF� F_ FiNESHE ,�� ql N cn cA '� ti - - -- - = - = - - - - - : i ° N F1lTURE:T6P.OF SURF S !� N vi �I Nt7 R 44 e©!A h! CUR - °� - - � - - - - � `" N � to . m- - - •4 Q•� - - - - - - - �o.�d x _ _ t +� �D'X - 7 /� � J ,t3�f)C! `�/ ~- O i ! i t 4 a I: i E -4 W o ♦ ♦ P.Y m i + - - - = - - - - - - - c 4 1 _ - s -- - - - - t ~ I t t I t Q-1 Ntl 1 I t t - V o• o• - . ; Ij Ir : p oro P O e EDIAI�C 1.f Q 404-LAA-L,6/4 /4 c W d r { - - _ - _ - - - - - - pa o i TQfa OF_ - - - - - o - ExIS 6RfJClN17 i m n °o 4i4 '�/ 9a,4 �o �o" v° o ° •S'LY CURB OVE S'c.Y• r� a I fi t t � - - - _ _ - _ - - - - mh- M � - 4 � - - � :+Dv � $��sn �N � � � � - � � } i i i�(�.4 '!•� p / t + + 4 _ : _ fLJ7`ClRE TZ7P O : : _ : _ _ : N. 'h - p� N +N + +" N S'LY. cuRB m N N V ��u * N � "��, b " '� � o.4o IN s' # { _ ®/''1EANflE�P/IVG I/DE144ZAp - t t t 1 4 t . - +Paan. oa r ju '� -- - �� �—. - _ : �; ,• : : 0 to ° wt Y: CURB ! t P/ ELS"✓. t . . . . . . . - .�, : X0':40°/° •: - - - - PROF I L>� j - - - - - - - } } t t i 14OR 1 =40' i - - t } s VE 1"0 ,41 + I i 4 f- I — —♦-- l8 lal . \ 20 ' l 22 23 24 25 2G 27 215 1330 gal 30 O SI? D/NG r \ . . �CID N ? j 324 ti 0 Q Q „ ^ 1329 h 04 y 0 (M Q e�-` "/ / • (PPA-1577385E R —�f/ �/' Rj I+n /5773a3E) Q 1, i �> Cl) — . —— ——15 — — — — — ———(PP—rt/�7737Yo�) ��E/C/�T/t" ..NL. Is<!I✓�1�.,� P/��!✓.r/E N ryaxx-lYb ti j 77587 6g fT/ G Lt/ r P�2vPo3E1V0 .S7-/Z15EFT R ~q 7 — - N.V• pRpT�GT IN PLACE — — - - � r ter- - -- - --•sr--- --ter- -- � - - - -- �- --•- -n-------- -- ------ .• --- -- .i-- --i-- --�-- -------�-- ---I— - -�-----------7n----- - --� -- -----�'i— i� ° m F_x/s7- RIW E,r�ST. PAY/�vG 70 8E �PEMOVEd SP.GT101J LINA Q`c N 8°t 55,42$1SELINS Fa.'l�'�U • W v' N Z. + Fes. /325-7 r.�. /326. 7 r.C. (] ��� (5 m _ I N _ /� - as �xls-rvi=►�i-T -�- 13z ro _ -r3 _ �y - IE.fi`s7"T�1�" C,46GE q, - Z -- ---- fS. -- 2547 F.5. I 2 lw dir W Ce V5T - T - Y T 7— W — _'� co e) ION — r —r — II C /� �3zs ll// ..,�� y' ,Af /�2�.5 Tt �. .. - .. .. .. 3 (- W 0 E 2g-� ?3 r ftOJ �K 32 9 F.S. y�v c, _ ° 4-2 u 1.S '�'�' •. �f e °5 '42" 3 3 h' ILJ V' b �� �.' N eq 55 42 AA - _ N Ei 5 W _ ,heti _ a ti J2 r Ili 5 a e. .s . . ^ ^ �o�ti\cy r JK b �+' 0 to n, 8 ? �a 1� 3 � ."�' \�ti - CURB 4 cvTTT5R G0 - -- -- _ �,• o`� •cul+_- 3 5 cG•� --� �, ro•a-�` 70.00' //x.96 ,-, �+��' 4 A ao.a�' (� �, �•oo' GO.�. 1L oo ' •oo G,2 C40, So•a�' �' 60,86 f,10 top // I /7 /9 20 8 .► 2� 22 2 J 01 4( r.• �. b 0 �. I o :I TR. No• /�3/7-/ �. �, 0 ,�o�l K N >� tv w N a !u 44 �i� 4 I 2 3 4 m " N mm 1- o ° N 0 I. * v cc " R �� I u 10 ' ! 12 13 14 32 3?• � _ i t�1 � W � SPRUCE a✓EivuE FROM C uR5 GA CG- onl SASE N LINE ROAD pRop. SPRUCE AVEML IE © O ADD SroEWAcK 0 N'LY �/oY. TQ. n/o. /2 3/9-/ b R f j�( 04, N� SEE ST.�EET/tel-��1lf.�t/T �¢PP S c/INTI a v B�r� yNr- eo. 'sem witiE,vr sr.�. r� � !00' M N ale T,Si9CT�t/o. 0 i7frr /11/1's qvo 2I/ts. r7, 23/30 SES ../o e40 60' C URVS D -�-� ; D E S C R I P T I O N o f R E V I S I O N V , � le• PQoP � DATE APPROVE V /1D / 0 L R L T �o60� cnMPAcr�O it/AT/!�E /3O ® q090000• 85.op' r-54.98' 350 ' CITY of RANCHO CUCAMONGA / ,ti �rypJ CONSTRUCTION NOTES ,/5T so' ' 6O• 2D' O ' P.PO�nSED � � 13 r4°o�00 1 49.26 ' 12. r2 , 09 BASELINE ROAD _ 6 /MAPOVEit�E.VTs - �_ G;POU.t/D [/ v j:/ � ►� W C 28 30 I IOo•Do 49.85 25.40' I CONST. 6" A.C. ON COMPACTED NATIVE SOIL 1§ r , 3 CONST. 8" CURB b GUTTER PER CITY OF RANCHO s � ,J o /•,pOPDs�p (� I8 II'4z lov o0 31.76 i(o .o l IMPROVEMENTS FROM HAVEN AVENUE TO CUCAMONGA STD. DWG. NO. 303 / y �' �Cb 47 „ E ISI 29 4- r.00 2.104 3.94 4 t�— CONST. HANDICAP RAMP PER CITY OF RANCHO 6a� m 6,e0!///OL/•(/E I o•�/ 2077 FEET WEST OF PROPOSED MILLIKEN AVENUE CUCAMONGA STD. DWG. 310 ' •c 5 CONST. SIDEWALK PER CITY 4F RANCHO FGOki L/,llE 9791/6-, 7 SCfA-c Pq�� �� CUCAMONGA STD. DWG. NO. 310, 3111304#06 6 1f 0' ON E ION STG,4gA T `SSE P��l _ W. II TALL STREET LIGHTS, 9 0 L.M. APPROVED 8Y ATE - ll s�>,acc sreE&/I u6 z3� g L.. 3: 13 INSTALL STREET SIG PER CITY OF RANCHO CUCAMONGA SECTION A-4 �nPJ CJTY ENGINEER RCE No 23889 STD. DWG. NO. 401 . NT5 J¢ CONST. 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA (SEE PCA,t/� DESIGN M DOLE AND ASSOCIATES, INC. R S w Of SAN BERNARDINO COUNTY � . ENDED STD. DWG. NO. 301 . CONSULTING CIVIL ENGINEERING INSTALL 2"x6" REDWOOD HEADER. SECTION B-4 Ih ----CONST. TRAFFIC ISLAND FLARE PER CITY OF RANCHO CUCAMONGA DRAWN AND LAND PLANNING , SHE ET C)6)— NTs 545 N.Mountain Ave.,Sults 105 8. SPS UPLAND CALIFORNIA 91788 4— �F STD. DWG. NO. 314 , FLARE DETAIL. CURVILINEAR jjpEW,4LX ON 94�E LINE /p,V F005 �_ PHO (714) 9Alo-2949 ® coNOr A510�✓�J vry [.AWt� � ,gNa ¢� �O # HEC KED JL— itCE. No �'¢ pRAWlN G N0. 17 REMOVE EXISTING .A.q-. PAVEMENT. @�—Ow_ INSTALL 3` VIA. '-aGHEPUL-E 40 PVF-- SLOEVO (Pog /Me;TbR�Ei2Vl�^�co r-ir oLt W i tz E) PE�z LANDSCAPE /T) CTUK 5- /aESoR/PTION OF K0/4110N 601V7, PATE �'R0� C '`'� O A 22 F I L E N o 2J 6 7W 839 i - r t + t t + j BENCHMARK : 41 : t I t - - -- - -- - - f - - -- - - - — - - tt I BENCH MARK NO. 96-B t + ! AT THE NWC OF HAVEN AVE. S 19TH 1 ST. , 44 FT. W. 4 HAVEN- _ - - - - -- - - - - - - - - - - - - - N. -j 19TH t DRIVE FPIN Nw/C.S. TAG TIN TOP AT f i i I _ E. l E - - - - - - - FORT3E24" CMP-OELEV. 1430. 686 } i + o a •� urt ► } } r F T�ul!It �tr'c.r. Re e : t ! + } + + t t ! * - I - --t i ' f LL 1 I 1 } WV7t IP lz i i S Tb* F . 1 J� cIR$ : TRANSl rfom } , ; CIA", OURS 1 = ? 1 + t : i *Rol 4 t t t } } t t t ! o.to I l j fi , ._.. -:. •---. -- .--- h + , � _ _ 111 t r i I t sm : t . . : } 35-1 t } 3N + = 1 t } , t } { { t 1 } , ! } { j 1 : t j i 4q • t t 1 _ 1TC�P , O O E. O J i { 1 = ; } { i i i i } V t 1 1 . 1 - - -� - - : EX I!�IG - f - rs'Tl v rnl?r - - - - _ ' O ! I ; , 1 0 ' i i t t t?r6p+o* + ; lz CtlR� + uzlsr. ��#o ua o wEra a�dY r �' i 7�-�` s - - - - - ' ..I fffi•.. t t t + 4- 4-4 t PROFILE - - - !! 1 i i ! ! ♦ : i : — - HOR ISM= 40� � 4- T -� + � VER . I =4 .l_ i--I l- - t 29 30 31 32 1333- ' 34 35 36 37 38 39 40 1332 1332 _ - �-•�— 20 • — -- L 1M/T L/NE OF G.rA,01^ f� 1331 Ap be, k rj two a rj 0 V 1330 ts 2 ° . 'a�73 E u j3 RP�ti377 7f) W _- _ie _- \ + � N ? K p .c,P � 17 EX/5T/2"G'ihfG Wj✓✓.'a�F.� U�f/f m `� W _ �. (P.P. ,►i377379E) — Pr. /37� �aE� 0 l33 1331 1V 15 >K/ ►''� Q �I�E O`�X/.ST P�yF✓YlE / / M/N. ,q.C. OvERLAY ,� 7 - - - - „ 'T Pf�I�E,NE.f/rT��E.ef�lol� - -n' "' cR�vN`�_. _ -T „� - 7T- - �r - - - - - - - - - - O `c _ _ w•�c'4f tN PLPtE� IT 7 Q � N8g`55•¢2 W SEG'TiGlf/L/.f/E� 6.�_.aEL//f/E,eO/'O -- � TRANS/T/ON —_ _ CIE�� D E.�'.5' ���If.UT N N EI��EOFEXi�j PAYE.�IE.t/T s2 Exir. 3� _- = _ .. 3y 38 a9 0 1�, CRCl/AW �i321.53 EX 'T. /Vf�TE.� P/�E /�E E ,IST. TE CABLE M28. -4) 0 w •— — _ — — — ;r--7 x(/89°55'42"I� O T�l/CTiO�c/ �T T r r327lo3) _ - �i328.80) EP �3z����3 T,E'fT 8Gz'/.fil��9 21 14 /3�� �° �' o.oo ' �d= 2'so'41" W Q At 95F"-4S"WW �' E.�'/57-U,UL�,e6 POd.VO _ k '� �_ 6 EK 15T. 30' R//N SIJ (l) - G' TL`LEP.yo/� 9BGE5i4 �} �s32� a • �► i FUTURE ¢� aF CONSTiPtlCT/Oi1/ \ V asf26 y� I �>3oR'v 2� $ N S�, E Q o �j W _ _ _ 3 -�-� 11 ,� 2 .�ra�sEn AF1617- Owe w.4y ap Q 5 -- -- -- -- ---- b OA. 65.86 1 //4.DD �° 2a AOD/T/O/VAL OEC/CAT/ON TD 7?!E PROP. i C/T y DF -CAA/C•</O C[/CioM//it/✓SA R/W F�eON1 SXA. 3Z f09•oo To 9r7-,4 - .4 r-,4 . 0 42t50. 00, IM Fo LA E DROP A"C)WS SEE STRIPINCq BASE , P LINE ROAD � �- u l� W. GURVIUN&AM 9106WAcx M ,�,�5 4-INE Rra. ROPE PL>4til � �u Gam' o ®COAOT. R5 OpVN ON LANpr7 VIF p^gw DESCRIPTION of REVISION ONSTRUCTION NOTES +�� oQ /sr �: - DATE APPROVE la•• CONST. G4' A.C. ON COMPACTED NATIVE SOIL h0 0� �; �, 60, �, 6,POv�c/OL/.vE i lid_- CITY of RANCHO CUCAMONGA a3 -- CONST. 8” CURB i GUTTER PER CITY OF RANCHO Ww O CUCAMONGA STD. DWG. N0. - 303 �W "�y BASELINE ROAD 5 CONST . SIDEWALK PER CITY OF RANCHOv J P�D.�DsED PROPasa=o CUCAMONGA STD. DWG. NO. 310 , 311 & 100 ' STRE-FT SECTION Far/sT. �: ��, �tj V �MP�PGivE.�1EVTS IMPROVEMENTS 'IMPROVEMENTS FROM HAVEN AVENUE TO (w NOM aV T No• l) 6,P0!/,vO L/AVE v i /! INSTALL STREET LIGHTS,,-9500T-L.M. t o.G �tGui c/ �- CONST. 6" CURB ONLY PER - CITY OF RANCHO-CUCAMONG}L s (SEE PL.4�(/J EX/S T. ��IP,POVEP7fNTS 2077 FEET WEST OF PROPOSED MILLIKEN AVENUE STD. DWG. . N0. 301 . ,c is /S jNSTALL 2"X!1' REDWOOD HEADER. y . I7 REMOVE EXISTING A.C. PAVEMENT. i � � - SECTION B-5 • i N.TS. APPROVED 8Y DATE9-Zf-ty QO CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA lTYPI STD. DWG. NO. 404. now c/4E CGTY ENGINEER RCE.No 23889 21 IN157ALL 3" DIA. SC14"OLE •40 PV.C. SLP - (AOR kl,^7- )e 9ftW kM (SEE PLAAIJ DESIGN M DOLE AND ASSOCIATES, INC. OR- c*' f'eOLL r-p_ )(il-E) PER LANDSCAPE Al?CA 7�C7L9E RAMS. S N/ OF SAN BERNARDINO COUNTY R��s tv� -NDED SECTION A-5 CONSULTING CIVIL ENGINEERING h� N.rs. DRAWN AND LAND PLANNFNO;�••K'1 • SH-EET 545 N. Mountain Ave.,Suite 105 UPLAND CALIFORNIA 91796 OF 17 . PHO (71, 946-29,49 HEC KED RCE No 14 DRAWING NO. DAT zt B FILE No /u-� 839 - - BENCHMARK : BENCH MARK NO. 96—B AT THE NWC OF HAVEN AVENUE 6 19TH - -_ ST. , 44 FEET WEST 4 HAVEN & 83 FEET NORTH 4< 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE EAST END OF A HEAD WALL FOR 3-24" CMP + ELEV. 1430.686 1 t t �- i 1 / . /1 -- ♦ ♦ f ' ♦ ♦ ' , , - � , 1�01 , , PI.- 133?.7$ i i p : } -T- DIA � g fib h � - + ell - t _LqIL -.7- +44 1 — - /: now : - �f - - - -, I I Y- I t t fT -1 t • r Om cj Tl + 0A { ; } i o -RIA ' - - 1 - 4 T t —t t - - - - - - - 1 - 1 i - { - } - PHOR . "S 40Lt+H I t f S � } /LE E 1 t = VERT. /" 4 +t 40 41 4 2 1335 43 j33 44 45 46 47 4 8 X1334/ 49 50 51 1332 s 1333 1334 LIM►T LINE OF GRA1711402 ti 133 ", tt � tr AIR J 0AC. 9&-8~ VAtve ac.�►LE �j i"= 40' 1 Q � 133 � 3 . 4p kt IT 1333 s,e.OD?fid �'�� �� �� 1331 `�I ° `� `4 s=v. 0029 ,x" nS i�S7737&e) 1330 v * \ —- _ P,�o�sEo STREET Rlw N 1332 F-xM3r IQ• c.M.c . 40w WATER L/NE 1331� vv w w w 2 ul 1330 1330 Z PAVEMENT lu -� 7 —T �- -nom O f, �EC'T/O/V L//VE .r� �r BASEL//VE /SAO _ _ _ m W N 4/ - 4 - 4S 44 45 4G 47 48 45 50 Z Is `w - W - - w _ Z tp >__ M _�- - - GE OF EXIST W W EXIST. �{/� ` PAVEMENT o J III 2 EX/ST. TELEPHONE TER Z U) J /5 CABLE U = I 30' EX/ST. R/W FL/TUI-E df-: OF CONSTRUCTION V, eUGT/MATE AL/GNME/VT MAY VARY) W � /Ro/t�zg0 �t/w L/NE V r o A1%0177,0 vAc TO 7-1 W e C/TY OF .eANA'l-/O C!/c.4^-A01 GA SASE INE UOAD VZOh CONSTRUCTION NOTESIt oe N . ! CONST. 6" A.C. ON COMPACTED NAT/VE 50/L. O ESC R(PTI O N O f REVISION SATE APPROVE /$ INSTALL E"x G°' REDWOOD HEADER. CITY of RANCHO CUCAMONGA D �oP BASELINE ROAD _ o //O 30' G1�MPAGT�D A/Al7YE ' sv' owl 3O' h 60' / et✓,�M (TYPE OFFSITE TRANSITION TO EXISTING PAVING AND E x IST. RIG,/ '/5T. `a � 0' cenrrvo z/,tri �, .3:! •- /�T /�Aeo •4s FUTURE MEDIAN PROFILE APPROVED BY �f� A7E 6,Q�!/wO L/!/E " ,� Ex�sr. i.�ro�o/rF.yE.vrs l►� ` G TY ENGINEER RCE.No 23889 s 14 I I DESIGN MADME AND ASSOCIATES, INC. � sTRA/GflT Fco�v ci�vE C.$MM E N OE D Well, SW. OF SAN BERNARDINO COUNTY � GR '.e (SEE PGAC/l fl- CONSULTING CIVIL ENGINEERING AND LAND PLANNING .• a ( SECTION B-6 BRAWN 645 N.Mountain A".,Sults I� SHEET fIQ[i C/it2� R.B. UPLAND CALIFORNIA 91784 ' _ OF (SL'E PL.4i(/ 7 C>/v 5 _ U JZLL tl 0 N .z .� HCL49(714) 9410-2949SECTION A-6 HECKED RCE No i* DRAWIN05 NO. DAVE 2 FILE No►zG-7o6 839 J.N.Mere-706-5 - - - - - - - BENCH MARK : - - - } T } �► BENCH MARK NO 06-B S D ; _ �.} } Q AT THE NWC OF HAVEN AVENUE i 19TH /iv/p U F & q f : f I 1 SCJ ST. , 44 FEET WEST ¢ HAVEN 6 83 - - - - - - - + �- FEET NORTH (t 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE EAST f ND OF A HEAD - 4" MP E WALL FOR 3 2 C t t44ELEV. 1430.686 XFW 71 Tt 1T • t } : } - - P. E E 138. o i 1 t t - T 1 i N O U { .0 . l4fE /A/V! C B t, Y� of i i 1 1 �' `►, I t i i t rrr si!ic',-A- e i W 1 IItv - - - - - - = - - - - tit a \ m t a 10 - - - - - ' t �� t t + { t t �Vr R i FUO '}faV : ! f OF �oN Tt - + la� -� - -- - - - t i 1 ! f - - t i f - - - • - �� i I � - � 30 + - o *GE t i - , t -------4 t i } i : ; t t t } - - } - - - - - ,F'c.� /SDG+q - - g - - b - f c. .st i f l o �o +• 1 S � 4 4- -4- 44,004F -- - - j -- -- ti - } ' f ' T -i ' . - �tYS /89./12 0 i cc fi -t T 9 O i 1 1 { i 1 - t -i-+ - -- 3`� /�v - -- / - - , _ f — ` - - - - - - — f�R F/LE SCALE f ; ' 1 : 1 1 - - - - - - HOR/Z /' 40' —�-+ �f + + { 1 ► � fiH I VERT. /" - 4' � ' f 51 �l3 52 53 54 O O 1 2 F O CV0� L7A7A / N * NOTE- nWT�AenW 747 &aV7A e r SAot/G� AW1lEL 3 d R G T v / _ _ k//�1E,t/ W /P,C�it/G /N I�/C/N/TY OF 4•/ •S//6h/ -13 31 0 0 \ 4! V o c�sRi-�z:' ,0At/47-8i8 9 7'°1 P 4r.5'�'Cb"' �S.GY�' 3s3�' /!?.�' � � � � L►Mt'f ? OB 65�cb X38"' 'fSGb' s/.!4 ' 273' �� 0 �r .`--.— U t\ V W K t sRA�/N6 SCALE N /~= 40' •� �-. L/M/T OF RA/L ROAD R/W (rYP) - �Q ,�. v° sEE.SNEET3fdr? S..O.o�60 . . - / t V 8 y .a.c. s�av�,er1IT {nom, ¢` M/LL/KEN AVE. \�j'h _ --.,r- —� –� A CGC�9/�'70r(�A COI/•c/Tf' N�i-+�TE,t ' I ` F -- + o�srercr ae tiar/,Ps P,eio,P 1 I 1 42 .� Il� EX/ST. A4VEMENT O rO CO�t/S7;Mle170i1/ \\ \ 1 0 \ h PROPOSED ST. R/W Qw w w _ - - — W - — U) �— 7 EX/5T. IE"C.Al.L d W WATER L/NE h V k W ��� /t"H/ATE� �I G - 4 6E O O ► p .__ N W Z Q l28+54.4 x i DIw PAVEMENT -m f as SEG71ON CORNEP- a4 as W PROFbSED -57ZW 4 DRAIN 6W sEL/NE �j2 /V6C•�'�"E- h w - - --�--- w w W— w SEE 59EE7 I& OF 17 w - - #C0"57- c/NE 41 w � _ t T�- ��- � CONSTRICT/O/t! PROP MEd/qN CURB - Z I - EX/ST. 4/N W4TER N w ►�— J T � I d ' I , 0 �* a 41"/WATER EXIST. R/W � � ` I .� � - I (=j I I ¢ OF C0"6TRL/CTIO/V 1 Fry ra E> ULT/MATfi RLIGNMENT MAy'✓ARY I •d1 , y L//V N Q I 10" P/PEL/NE SC► P/PFL//VEPROPO SED EASEMENT EASEMENT W41, / __ _• CURB s 6urr6R I PROPOSED ST. R/W MILLIKEN AVE. o s. (FUTURE) ° oo D =o e? 6o",PC.P. P�.rD,P Ta crwsr.P�criot/ D tP Rhy SO ( Ia/.) ro.0 (Jw//v) s 3 /� �0. o $0 a REV 44.00 L.F. OF �Q ,PC.P. FROM 9Gi�-D /O-¢- S.Bsat E�r PPROX. gyp- ,,r c 77> /350-O PER REQ. OF $,Q CF.C.O. //O 51r1� I�/NISH ptiQ EXIST. GROUND I GRFaDE ����O r I 40 h so- ; 6o' o�►r/vS BASELINE ROAD - SEE DETf9/L OF DEER/5 RgCK CAGE AT RIGHT or/S7. t / 10 /� '��t 7"H/5 SHEET, SEE SHEET 3 ��t �� �s D0 ❑ ❑ 0 ,�,�o , A.G•APRGYVGL�TA/L. P DESCRIPTION of REVISION seo"llp ZIA40 %4 5: /fr /AfRPOIiyEX/Tt �, fy DATE APPROVE STORM DRAIN CONSTRUCTION NOTES 3s►C.M.P. 3'/+.C. N = , � �fl � -RQ •� -� CITY of RANCHO CUCAMONGA Z9 CONST. 18" R. C. P . STORM DRAIN . i CONST. 54" R.C.P . STORM DRAIN. �'�'� 3� /r-7~X/mow �O - BASELINE ROAD sTRA/6//T E�L�,U1 33 CONST. 60" R.C.P. STORM DRAIN. 'mss �o ' �� —0 - G,�qO� / 35 CONST. 39" C.M. P. STORM DRAIN. =pig 4d C.M.P. RISER eyvo �s�, aorm �wzvm 3G CONST. REINFORCED CONC. COLLAR PER S.B.C.F. C.D. 7!� V/EW � STD. No. SP. 167 . a �_ 'OFFSITE TRAM51noM TO EXISTING PAVING AND SECT O •7 8— CONST. JUNCTION STRUCTURE "A8 PER CITY OF 0 � a �r ,v�o ��� � NO FUTURE MEDIAN PROFILE 1 N A RANCHO CUCAMONGA ST o 50 ( I o MASTER PLAN STORM DRAIN LINE NUMBER 9 NTS C=5 . 6 A=53'15 ' 02" ) . � � 4/ CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA O W FILL w/TN CONCRETE e'or48"c�r•R APPROVED 8Y 1 STD. NO. 511 (L=13. 1 ' , E=11 . 1 ' , .C=11. 4' ) . ATE 'Z -d �-CONST. 48" C.M.P. RISER AND DEBRIS RACK CAGE PER * +K U = zeo) t ���• GTY FIVGWEE4 RCE.No 23889 DETAIL ON SHEET 7 . 43 CONST. CATCH BASIN #1 PER CITY OF RANCHO CUCAMONGA DESIGN DOLE AND ASSOCIATES, INC. RE COM ENDED STD. No. 502. n 8.0.5.4 S.w. OF SAN BERNARDINO COUNTY , a— CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA - 4 AtACSs. CONSULTING CIVIL ENGINEERING STD. NO. 518-CASE A. DRAWN AND LAND PLANNING, SF�ET CON5T. 548 TEMPORARY PLUG PER S.B. C. F. C. 0. STD. NO. 176 . PIPE RISER DETAIL e" d+� 645 N.INo�rttALAw�Sult. 105 R.B.B. UPLAND CALIFORNIA 91766 FRONT V_EW PH N f7t4 94(0-29-x}9 —7 OF- 7 /vo SCALE EBRI RA NECKED RCE No M'¢� DRAWING NO. W.H.H. OA d 2 FILE NO./e6-�o6s �d89 , BENCH MARK : , , _ j j 3 1 j t - + t + + } BENCH MARK NO. ♦ ? , t 96-8 ♦ I , - - _ = - - - --- - - — - - - — - L+55./ � I } AT THE NWC OF HAVEN AVE. E � 19TH ST. , 44 FT. W. HAVEN t rF 83 FT. N. 19TH ST. , SET - . = ' 1 I I { I +f I ! DRIVE PIN W/C.S. TAG �N TOP ATTHE E. END OF A HEAD WALL10A Atli Q I FOR 3-24" CMP--ELEV. 1430. 686 - - -_ MY Aft eh IOP U J. �/� , ; , ; ; - i ;t� / ; , ' ; I , 1 1i r . Q �,rr.�r' � c tea. _ _ 4 >� m r -- - - �-- t � r ! -- t : + { } } } { T MA7z'N EX/5r7r /� i } i '� tl � � 4• : �.�'��� ska►�1/1(0 � 1 (f i ! I i � ��/1�. � �� } t I i t 11 � �r,U�E, c�✓/��s j I ; I I I 1 i ,�. tif� �� , t �,� � i t ; + - - - - - ; •► cf1 f t , } - t 1 } i i t t _ _ ,� � Q •� A t i � �V����' } ' , � � i - ' l I ����•VO!� I r C+�, �� O• i T t T w J.. ; t : 1 i } + ; 1 Y + T ' • i 2 ���/' i i t t �Vl V Jdt \ Al V J u t p `VwNZ - `. . Q Q 0 rn ' ; ; ► ; _ o od.obsEL/v R�. ' �, +� y ,+ /6Dt56.84 .�I V !' - � +y ty t� ' i.•!rA - Cr �l i - i i t tl�,- "6 _ �► rh �'' y• NO - -- 0 to' •I 31 � � � f.`S._ 1�1� � ; } } t � 1 i : } } ./6?�t iC5:00, i + � : i i � . �- � -. - - - - -- - « Itk g.Q8 } - } - - - - - - + - �� : i } } - : � 1 : i i � � } : + '� 1 1 ( � �.W . 6 . �a•, : i -- ,� o d , t41 fff i 1. m T� - - + �J • t � � t I I I t1 I + + god •''�'� t + t ,Ej51�N D&rAIL , , � ��� � ` ' — � ' i•iV � � ; � ; i , : , _ i . � ; � 1 �. } - - - - - - \ 4.d o } - ? t ; { ? : .� ; C! !11/T2'RSECTi(�i�/ t7F BAIL/NE I@7. - }I A .0AVE/V AIY�'• , I + . jo � t i -- 14 iszy } : : : 0 } t t � t 1 I i -2 .1 0 ( 1 2 C0,0)- m RIMA/,v W ft�1c� i3 I I 31a L7 16 T.pCAT7GIJ dF >•xrs'r 9KrALE GRADE /NEW sWAL� 1 �•" ' I `- GONC. ,� ♦. /6r r T8 � /N/W ArAct w 0 49"c t°J•cr^P (max P ) A cONZ. \ •t r N i AIRoN a•� I i I 1 � I �•� '' • FLAQE� CMP 1BND �L'TIDN Tb1!M DRAIN A �A5EMEI�TT SECTIOM -8• I I 1y5 : I± t0♦ 5 / , / ND SCAI-E • i I i a A�lr L� Of ORA -;�j �w- JIT. � _ `' FLAED G.M.P. NSema I �---�— 1 Y II = l CONC. PAD ELEC. 00X ( I *� ': I I I \ ftriV Cv�t ) I '' ( (PowER PoG E) ��� ,' tavVtt e CoYEPEO CflewNert) I I I I Z I 7. •'- Ai ,dOx� L lt4" R.cP I � J /oi' (riGivgc cies/ - Po«> SECTtOB 8.. Po4o-) t,, l I &-Arny 0Aai vl I Alf riLA ) I I I - _ D ETA I Lfemme-17 "�S►" ! Np 6GALE rYP rOT �caPB t 6urrew) �. t a ` AcuusT ALL ElC1 5T !lTI L ITY VALi/!=5 "1120 GRADS. (warF,e ML vs 4 T YR ", georosr�o E� AV,4�r L/NE) I N3T ,,.c• Y l8 ��r�.00 <¢Z"/29"cN7P) 0-4/1-50 ��' QG SEWER MA/N) (SEwtFa MN ( �w,FC M.N �1► �_—_ • SECT/O/V c/AIE _ _ EVST BASELINE - = Fwv* TaR 0A� D� 7-7 (AMMrCAVE) _i W W ROPbsEO -A00-00qAzuez O / I I I '_ _ Jc/ATE�P L/ME), /ro o f5(o•84 4✓E�/A✓mit/ �MooTN I I /7 �EP� tN , � � w N z W � DESCRIPTION of REVISION Ce -B 40 Grirr;e) 7NOTE FOR R.=Z0CATJON OF ?R DATE APPROVE? o / 'TRAFF/c sl6m•1L MaolI clCAT/O/V =YAN- ,BASEL/n/E ROAD HA AVFNIUE '7 �� t� _ � 18 =�-. - CITY of RANCHO CUCAMONGA I sp h , / I GUY W/�PE�X PO4E) X BASELINE ROAD HAVEN AVE. & BASELINE RD. �` � *FN� II o v ,r9 /4-09.00 (/3/0.4 Ft .42"xn*CMf) �,c�sT,PUc7'/o/c/ NOTES IMPROVEMENTS FROM HAVEN AVENUE TO � II a 15/6vt,rq L EL EC. Boxy N I (I �s�Un/Ac �,�Nr Po�E W 2077 FEET WEST OF PROPOSED INTERSECTION I � IS CONST 42"7029" G.M.P. ExTENT10N. • Q 1309.52 /L E/v 42X Z 9"c.M ' A10M:5PE '`YERT�G'AL DES/lr/VAF771 " ZI^TR RAf#r j� ��1 I �93. �� r9 CONST. FLARED END SECTION AT END OF -0,2 xt9 c-MP MILLIKEN AVENUE Q /309. 37 IE pemo fE5- I'� 11 I ��' sror�rt DtZAIN eAS6MENT APPROVED BY ATE - - I:� I GRAG>< Tn vee+/N CITY ENGINEE RCE.No 23889 DESIGN M DOLE AND ASSOCIATES, INC. R�(,OSM ENDED IIS _ s OF SAN BERNARDINO COUNTY ffO�btt7� I I CONSULTING CIVIL ENGINEERING Ex/5T. P.P) _ � W � )WoTEcr //V PLACE ~-- PER SIGNALIZATION PLANS (LARRY EISENHART) DRAWN AND LAND PLANNING- SHE T l I I I V) 545 N. Mounttaln Ave.,Sults 105 I �I Q 1 BY SOUTHERN CALIFORNIA EDISON S.9 UPLAND CALIFORNIA 91786 --8- 0 F L 7 P N N g(714) 94-�.29¢9 I' ' III I NECKEDRCE No 4014 DRAWING N0. X BY GENERAL TELEPHONE COMPANY OA 7I'm //6/�3 FILE Nom -s 839 /5,927. 97 /5.153. 33 BENCH MARK : /3 ZD.49 N'L Y EL OA/ t 6W /3 ZD.6 3 BENCH MARK NO. 96-B p. 55 AT THE NWC OF HAVEN AVENUE i 19TH ST. , 44 FEET WEST t HAVEN & 83 PROFILE - N'LY FLOW LINE FEET NORTH 4 19TH ST. , SET DRIVE i.; PIN w/C.S. TAG IN TOP AT THE EAST END OF A HEAD WALL FOR 3-24" CMP ELEV. 1430 .686 iE;�3/.d3 9 Tar�rvE1 �Y�BA%E z" RO. - SouT�•1) CONCRETE ,�t4,pR/E.e 926f06.o8 E 046e CeEE.e C11aA1A1,FZ /6 t44. S/ It a �eABUTMENT /3ZO. 06 F5 /320.2D FS. SA,,ceTY i /AL,e . t PROFILE - CENTER LINE TOR WALL TRA/vs/r/ON /Sf/o. IAS-703S. 04� G.B. 77 & o. 55 SEAL ALOCACOeJr AREA W/rf1 ZW IC.< ANO MO,F7A4E A BUTME/V/^ PROFILE - STY FLOW LINE (1T K1c1/G'AL) E PROFILES BLOCKOUTS UNDER SAFETY WALK BRIDGE '.O NO SCALE TRAVEL WAY COit/CRETE B,1{,Q.Q/E,2 .75' S' MGA' S/OF!'✓,gGA: 17' ' ' i. TEivTQP E A C8[/TJ�IE�VT . 5 17 5 1' I� TOP OF eAAMUEL AIAILL F0�E �o� r,• :.: YVAIL TRAA1S/T/OAC! �PO /•7y CaRP� 7* R�°FBF BR/,OGF V—=C.Ae -- — BR/OGE AB417^fe VT ,. EX TENT/O/V - - A-•�: TYPICAL BRIDGE ROADWAY SECTION ,eye/o�E ABL/TMEN sE,ee_ 8Zoc.4foelr A,e,=_4 A11711 B.2/C,&- Alvo MO,PTA.2 SCALE : 1"= 10' Avsr,Ytt GS�EOso� 1901-17 �A/L BI.00KOUT ITY,oiCq� ) , S _ UNDER SIDEWALK - N.TS. .K�S7.4GG S"4 Q'r4F c�iC/,Q.Bp.PA/L Gr�/�T4;/�Ilpl e. el�/G:S� V► 5c pk . .51 DESIGN NOTES DE - n \ SIGN SPECIFICATIONS: AASHTO STANDARD SPECIFICATIONS �ECL�P�AI/ •,,� L DATED 1973 AND AASHTO INTERIM SPECIFICATIONS DATED 1974 , _ h -A►- �t �� �Y`� 1975 AND 1976 AS SUPPLEMENTED BY STATE OF CALIFORNIA BRIDGE Q L LRE TRA ��� PLANNING AND DESIGN MANUAL. V' fid? 5� \ ��G�'/ \ ry E p � p�E� C� LIVE LOADING: HS 20-44 AND ALTERNATIVE . �jti\ Ok ti�mti0 Q �fg� 5A' r89 PA- CONCRETE: 28 DAY COMPRESSIVE STRENGTH (f 1c) = 3;250 p.s.i. M 'ri r�2o 1j32 � m \ } 5r Iq 328 328x SERVICE LOAD STRESSES : �3r9 DECK SLAB fc = 1 ,200 p. s.i. FOR ALL OTHERS fc = 1 ,300 p. s. i. EX/5T CONST. JO/.1/TS Ex/sT 4► �,?�De�►f J_ �� COWST. �l p ABUTMENT L/NK FE E \ \ REINFORCEMENT: A.S.T.M. A-615, GRADE 60 PE.e f o , OE \. � SERVICE LOAD STRESSES: 7D TA [ p %•d 19 '�t 614r, 140 /5 \ II �� 0 DECK SLAB fs - 20,000 p.s.i. \\ FOR ALL OTHERS fs = 24 ,000 p.s.i. (/V e411_574z"E } 5 Z� �.0 1� .� �1 FOUNDATION DESIGN: BASED ON FOUNDATION INVESTIGATION REPORT BY MOORE & TABER CONSULTING ENGINEERS AND GEOLOGISTS, DATED FEBRUARY 1.0 28 , 1980, JOB NO. 178-100. h OETA1L Svr /¢ � � ALLOWABLE SOIL BEARING CAPACITY: 6 ,000 p.s.f. ka 5 h RD - P� L ,��°;�� r 5��k 0$01 5 3.33 ,� b ExisT. c,�A/,v tiuc�F�NCE �� E.1'/STd QR/OGE ��6 1 1 0 menti m m� 10" n \ O 3163 06 15♦ '` ' Zz �� v� DESCRIPTION of REVISION DATE APP ROvE � Q � ��- Z ~ CITY of RANCHO CUCAMONGA D T1� BASELINE ROAD JOHN COIL ASSOCIATES INC. IMPROVEMENTS FROM HAVEN AVENUE TO ref�ivs/rio�v m W c- � D T STRUCTURAL ENGINEERS m ��t'/ST �•�,Pv ,�•4/G.S 7 FEETWEST OF PROPOSED MILLIKEN AVENUE ENLARGED BRIDGE PLAN PROFILES & SECTIONS APPROVED 8 DATE -7-7Z{8 JOHN COIL S.E. 1843 DATE CITY ENGINE RCE.No 23889 DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED SAN BERNARDINO COUNTY ,,q/ OF SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT CONSULTING CPAL ENGINEERING DRAWN AND SHFETENLARGED BRIDGE PLAN APPROVED 1y8 taN.Mountain Ave.,Suits 105 UPLAND CALIFORNIA 81786 9 OF PNONd 17 (714) 94&-z949 . � SCALE 1"= lO' DIRECTOR, DEPT. TRANSPORATION & FLOOD CONTROL HECKED RCENo MO DRAWING NO. 0A E /S" FILE t�to.126 w6s 839 /// /2�- 706-5 See 6ou4 h Edge See IUo E Joint -may be formed wi+h BENCH MARK : 80t40rn Face Retn4orcln Top Face Reinforcing rfh dge Bridge Slab a hardboolyd and cu+ back Badge Stab Detail Detail for Reinforcing io the root of the chamfer BENCH MARK NO. 96-B for Re'In 4oresn q on the exposed face. AT THE NwC OF HAVEN AVENUE & 19TH • ST. , 44 FEET WEST ¢ HAVEN & 83 -'N FEET NORTH t 19TH ST. , SET DRIVE Symmetricalabout �'a" Cfiornfer PIN w/C.S. TAG IN TOP AT THE EAST 4- Base Line Road / END OF A HEAD WALL FOR 3--24" CMP \ 4/dM ELEV. 1430.686 DETAIL A Cons+. Joint Perpendicular Inside face o Abutment do�.trr c>��s- .vo�-oc-oU,e to CW-CL Slab � WEAKENED PLANE JOINT . • M •J • I t. Channel See Oefail Below for Details *4 Bars (Tot. 7) F Skew 4 7 Bars a 9" O.C. x ��'• co,�.srev�-rov �o��vr E4. 53' t2" t" u LONGITUDINAL CONSTRUCTION \ s�a99ere.d �a Bars � 18" O e ��' ��' JOINT - - __ . . _ _ _ s *4 Bars • 9" O.C. x �= NO SCALE 010 Bars I " O.0 x 16-p _ I Transition Wall S 915 Bars 9" °0 �`�� v8" x 18" Ueoprene Bonded on �-- *q bars, !� 8"O.C. x 22=4" (Typical) O.C. " Deck Slab each Side of Joint. (Length = Total Width of Abu+men+.) I ay s B/4 Drip —� 6 - IZ L _ '`� N Groove 'n a 'rx 6a cl Bars � 18" O.0 U 11 rs (Tot Z� �- \ 5 Bars b" O C 9 Bars (Tot. 4) \ I I Typical Bridge Deck Reinf. Q' * 11 Bars (Tot. 3) (See Details on this Sheet � Face ofi���'_'�Pratecflva Nardboc►rd cover W0TE : I%40" 1'-S" Abu+ment or any Sul}able Ma4erio.l \ � � All rein�orctnq steel to be. placed parallel or perptndlcular to I. Sfrett !„•OP SSG/CE,eE/.f/FO,P.G�/�/h;SrE.,EG NORTH EDGE BRIDGE SLAB DETAIL •fiZ 8.4,8 Q/�iylETE,��l.yl�iE/. .Ui(/GE.�' _'�S __ _ _... __ 3/4�� � 0" • _ = 1 ._ fp,8 8.9, 5 �`lo •4iVv 1.,.4,e6�.,.e. BRIDGE SLAB REINFORCING PLAN 12�Ig" Pis a Inshrt .(See STRIP WATERSTOP DETAIL Oeta1 on 5 + �) jj0TE : NO SCALE I/4 = 10" s/4" Chamlier (typ.) Telephone Condu4s to be I I placed by others during Bar Chairs M d'-G'' OC N *5 Bcrs f 9" O.0 } �9 Ba►r5 @ 18" O.0 x U along �. S+ree} # 3'- O" Symmetrical about � -_ 1 Cir I I � eonstructlon. Channel C C fn (type *4 Bars (Tot. `) (5hall be Firs+ 0 Las} 13ar) along f. Channe1. s v Z" e4 Bars I " C. s E N �4 BQr''S 18" *T Bars 9" Q.G >K __�Z• " clr c� 8 O I N v s = ,p -_d 0.C. x t� d N � . 04 bars (Tot. 9) _— . s - s 05 Bars @•9" � ���n�� 4 ti - -Ah Am O.C. x 8- 5" Te�le� �" 4 5 Bars LOS" O.C CONT. N L V4 50an I ' • . U I/t Span � Abut men} s/0 Bars Q 18" O C x I b' -0" **j 3yrdN Drip / f:" 4 $ar v -� . ,� S/4 5pon — Groove ti Z.. 9 Bars @ 18" OC x 22'- 4 ' 08 Bars (Tot. L) ; • x 5 Bars (Tot. 8) *4 Bars a 9" O.0 x f] Typical Bridge Deck Reinf. "9 Bars (Tot. 8) (See De}ails on this Sheet) � 2-S" City TOTAL OEFo' LECTIOU DUE TO DEAD LOADS t'-OM 4% ' of Rancho Cucamonga Conduits he BRIDGE SLAB SECTION I• Tearstotal afledr@rernoai fwill fals wo�kd about Four (4) SOUTH EDGE� SLAB DETAIL t. kJo allowance is Included for falsework sefflemenf. DECK SLAB PLACEMENT NOTES 3 DiTfering field conditions may require adjustments. _ I The Con4rac4or shall submJ a deck placement schedule for D ESC R IPTI O N c f REVISION DATE APPROVE approval CAMBER DIAGRAM CITY of RANCHO CUCAMONGA 2 tllo traverse )o1n4s shall be placed in the bridge slab. SIEF NO SCALE BASELINE ROAD 3. When a long14udinal construction point is used, 0 closing red IMPROVEMENTS FROM HAVEN AVENUE TO pour Is requi JOHN COIL ASSOCIATES, INC. STRUCTURAL ENGINEERS 2077 FEET WEST OF PROPOSED MILLIKEN AVENUE 4 A cloSinq pour shall not be placed unfit three (3) days BRIDGE DECK PLAN have elapsed offer placement of adjacent aectlons ECTI N AND DETAILS 5. Longitudinal construction joinfs, if used, shall be Iota+ed �^� -"�¢ APPROVED 8Y UATE 7- at the edge of the traffic lanes or at the rood crown. JOHN COIL S.E. 1843 DATE GTY ENGINEE RCE No 23099 DESIGN MADOLE AND ASSOCIATES, INC. RE COMME NDE D 6. Concrete for bridge slab shall not be placed unfll the abut- SAN BERNARDINO COUNTY Of SAN BERNARDINO COUNTY rnents have achieved design compressive -strength FLOOD CONTROL DISTRICT CONSULTING CIVIL ENGINEERING • DFIAW N AND LAND PLANNING SH E E ' 111145N. Mountsin Aw.,Sults 105 APPROVED 198 S8 UPLAND CALIfORNIA91766 _10- OF 17 _ 7. Reinforclnq steel In deck slab shall be. continuous through PNON (7 404Cb-29¢9 all construc+ion joints. NECKED RCE No /WK OR AWING N0, DIRECTOR, DEPT. TRANSPORATION & FLOOD CONTROL DATE &Z26-n_FILE NO 19er 7J6:f 839 i •� ► 0 b CL BENCH MARK : o c on N o ♦ BENCH ARR NO.Q0' w dO v W) o96-1 • • ,► • ♦ 4 4 N r C J h AT THE NWC OF RAVEN AVENUE i 19TH 4 40 T 1Q 4 H � - 1= J ST. , 44 FEET WEST t RAVEN i 83 in atil M N N N ff) N fn N N 1111 FEET NORTH C 19TH ST. , SET DRIVE /n — in fn f — R) — in U V) — _r ,♦ rd.- r d _r Q a Q _r r d L i1 r END OF A HEAD WALL FOR 3-24" CMP PIN w C.S. TAG IN TOP AT THE EAST W V1 Ili V) W n n � Li n Lai n ? C N 5`•_Z3y`M ELEV. 1430.686 Vertical Restrainer knits. See - See Sheet ►2 for iCsy Detail -- ; --- - ---- I J 5heet /2 for Deto►ils (Total el I/ell and location of Expansion d each Abutment) t-` 4' Nigh Chain LinV- ; � Joint Mqf eria,l Fend. See Details on Sheet 14- . (T-v) `r `•� E4053' t2" E Key Ve" Premolded Expan- i sion .loin+ Filler (Typ.) Elev. 13Zt.S3 , Elev 1310 `7 �� r Efev 13Zi.S3 �----. ---------- _ ___� � Elly. 1'520.54 _ �. Bearing, r' (TyP) .. Face of Abutment t' ' ZT��4 t0' t0' a' �. to Varies See T'-9V4" IZ'-a" IZ'-O" It'-O" 7'-9'/4" 2' Abut. E tev. ��. Channel (ki C5'41' 08"E) - Flowline at �• �a _ _ . __. r = o 0zO E. Channel Flowline 4t ypieav NORTHWEST ABUTMENT EXISTING walls LZ (OTHER ABUTMENTS SIMILAR) I am 5' Typ& "J " ..Joint in Transition Walls Weakened Plane Joint. 10 4 �+ - 0 Type "A" Joint in f revert. wf � Q .: 4" * Weepholes. w 40 G _ .� 0 ~ M N rl- c N C �' i N C N C nJ C N Q d cn ' m a In 6 0 .4, 1n 0 on o fn d t L ✓ t t a � J " Q � � aU d C �—d, nn10 Cn ° Q t C - I ELEVATION — AST ABUTMENTSEXISTING ) s CIL I_ . _ - _ ___ -___.--------- HORZ. IN = 10' r VERT. IN = 5' - - - - E. of t3tarinq E, of Bearrinq Face of Abutment O Face of Abutment FI a _ , Face of Transition Wali face of Transition Wall E- Channel J 24'S740"E Face � of Transition Wall O Abutment Footing 061 400 90) 4 40 46 (Typicoj) N 0i on vj n N W) N - Face of Abu+ment a� bearing of Bearing Fnce of Abutment on - in � _ on en tJ W 10 W W 114#91h Chain Lmk i Fence. See Details .tom .tt N - ori SheetLl (ryp.) i 40 - - 0 4 . on C 4 4 C O C � C i a N C N C N C N C Elev. 13t1.3S Eity. 1321.E5 1 lev. 1310_40 ' Is I L0.5 r t t 'n r r ------ --------- U v Ou c�Q aa 6r' d h N NI (Tvp) to' to' at at to' to FOUNDATION PLAN ( EXISTING ) - lV Flowline Cd walls f- d' Flowlina ad vocal) E Channel DESCRIPTION of REVISION N S O.OZO OATS APPROVE Type "J" Joint to Transition CITY of RANCHO CUCAMONGA 4"# Wes pholes. Walls. Weakened Plane Joint. O BASELINE ROAD Type *A' Joint in Invert. g lei IMPROVEMENTS FROM HAVEN AVENUE TO _ JOHN COIL' '' INC. O eSTRUCTURAL ENGINEERS 2077 FEET WEST OF PROPOSED MILLIKEN AVENUE ON j O in .J EXISTING ABUTMENTS AND TRANSITION WALLS N FOUNDATION PLA AND ELEVATIONS in -�- APPROVED BY OATE 4 OHN COIL S.E. 1843 DATE CITY ENGINEER RCE No 23889 h0) DESIGN MAOOLE ANO CIATES, INCRECOMMENDED SAN BERNARDINO COUNTY �. 41 �s,� Of SAN BERNARDINO COUNTY ELEVATION — ST AS NSE EXISTING � CONaULTiNO CML EN0�NEEFUNO ' FLOOD CONTROL DISTRICT { DRAWN AND LAND PLANNING SHEET W&N.MouMsln Ave,sins b6 HORZ. I = 10 APPROVED 198 S.If UPLAND CALIFORNIA*1M _ ` 1'7 VERT. I" = S' IC NEC KE 0 n R2-04 11 CE No �' OA Aw GN0. DIRECTOR, DEPT. TRANSPORATION & FLOOD CONTROL(/ OJ1T Glj�f/`3 FILE NO 839 3 of Key NOTE BENCH MARK : S' U- dolt Clips 1h" Prerrmolded Expansion BENCH )MARK NO. -96-B (Total 6) 34 Gable Vertical Restrainer Unit Joint Filler �ty P ICQ I) AT THE NWC OF HAVEN AVENUE A 19TA Top of Deck Not. Shown ST. , 44 FEET WEST st HAVEN & 83 I n ars x V *"(A Cable PIN w/C.S. TAG IN TOP AT THE EAST (Top 4 Bottorn) - • 1 I -� 19 -6 END OF AHEAD WALL FOR 3-24" CMP ELEV. 1430.686 V Hardbo&M-Wmp ` - - P Key �P' s E TO O"F '� To of Ke I" Offs e t Top of N Cir with duct tape ft- I p y Key :, h � • ` remolded (see Note 5) P LeLyout Lime :,. . . -..�: Expansion y4" Premolded Expar►aior, 4Top of Ab>�-trnent '�' :�i`' Join{ Fi )ler ttypica.l) Bottom of Deck . N joirrt. Filler (typical) ) or Girder Expanded Expanded YP Stern as Face of Abutment Polystyrene Polystyrene Face of Abutment ! ," pt-ernoided _ - Face of Abvtrnzn{ ' Constructed Abutment •'�` >➢• Expansion j. Bind with Metal Joirt�. Filler (typical ''ll Baru x 2'=0" E of Bearing }•`. C.Ir. Straps or W ire J_ / (Top 4 Bottom) QrCTION ELEYAIIQ Alm ABUTMENT TRAN_S_ (TION SECTION TNRU ABUTMENT _& DECK Fl FVAT101 I _ WALL OFFSET NO SCALE VERTICAL RESTRAINER . UNII KEY DEIA-ILea 69VTMENT EXTENSION WALL HEIGHT SCHEDULE NO SALE STATION BATTENED EitTENS'GN TOTAL 1«_ 6" ABUTMENT HEIGHT SCHEDUL (SOUTH BRIDGE) HEIGHT HEIGHT HEIGHT (SOUTH BRIDGE) STATION BATTERED VARIABLE TOTAL 327 4- 66.62 12'.. 0" 5'- 7 1/4* 17;-7 I/4" HEIGHT HEIGMT HEIGHT 327 * 76.59 5 - 10 v2 I7 - 10 1/2 t: - V v WEST SIDE 3Z.T +69.31 IZ' -O" 3'- IJY4" IS'_ 1JP4" 326 + 22.84 5' - 5" 17'- 5" Add 03 Trimmer Bars " c V N 3 Z ♦20.84 of 31 - v Is'_ ,Z" 328 + 32.8 I 5' • 7 1/2" 1 7' - T I/2" ur r tj t EAST SIDE 3iZT +78.59 �� 34- I " I " h r + 5 Bars (Total 4) s " A C y ri 328 +30.12 ( NORTH BRIDGE) - - o *, 0 • N 5 Bars !B o. c. ` e 328 + 4 1 .93 1.90 124 '. 0" 5' • 2 34"• 17' - 2 3q.. 4 Bars d � l N )NORTH BRIDGE) .. ., � � tl) � Clr. s @ 12. ' O.G. X = �' + .I - I/4 I - 14 " Q,o 328 88 6 3 5 S 5 / . > u a,a • • " * 4 d airs a IZ" o. c x s n: $ Bari � i2 a.c. .. u to E T I t " • _ " y " 328 + 98.13 3, - 5 L C1r. _ +J W S SDE 3,x,8 34.62 IZ O 2 lly4 14 11 4 _ � 05 B ars ( IZ" x " 326 *96. 16 " 1' - I " 13 - I" 1' -6" EAST SIDE 3z8 +43-90 " 2' - 1044" 14'- 10W" " 5 Bars " 5 Bars @ IZ" o.c NB_Z" Ba.r� (v 12 1 ' x " 3Z8* 95.44 " ' - o" I� 0 - " Top of AbAment Fever& prst ' Insert 4 Bars a 12 o.c. x s r-19 - ars @ Io. c * TRANSITION MALL H IGHT CHEOULE 6 i' IN5TALL 18" Lon Light - Ba.r!5 2NATTERED VARIABLE TOTAL HEIGHT HEIGHT HEIGHT r weight Meta) Inserts Place Pervious « • Backfill beh, rid BEQAR SCHEDULE . � N v 2 Clr. (See D• tail on 5". �) -� Abutments Wolf -HCi�nI "8 _1^' I9QL �- 2" 8ors 32T + 50.6) 124-0" 2'- 'd" 11'-4" v v O (tyP.) X '00 '07 Bar. 12" o.c. x 1O'_o•� eJ '� T Bars @ 12" o.C. x 13'-6" to 15'-6" *9 x O 5 x 0 « 32T + 66.62. �� 5I- T%4" IT*- T A4 I" to t p al Morl. of 328 22.84 5 5 IT 5 bars CD 16 oc. >. " 328 *31. 93 " 51- 33/4" IT'-3'/4" • !R 6to '-6' 9' J61 C �, 3z8 8a. ib 't 3._ SY,,' 13• y " R5 BarstS -6 told -O IOx 6x �, + IZ" o.c. . d - d 329 +04.16 " 1 ' - O'' I V- O" 0 � 613 a r3 M 12, o.C x 14- EAST SIDE • " UT + 60.59 i2' - 0 0 2'-O" 14'-O" all Bars •B-1" Isar$ ' " 32T ♦T(v.59 " 6' -IOyi" IT'-IOflr" 'k 5 Bars @ 12" o.C-. @ 12"o c �, Deer creetc. thanne.1 E Deer Crk. Channel a I z"o.c. " 32,8 +32.81 i1 5'- TV IT - r IL x O�_ -�� weephotcs weephote� M 328 *4.1.90 5' - zr4" IT' -Zy4" ABUTMENT EXTENSION * M onst " .32-8 + 9813 N 5' s" 15► - S N Const. 5 Bars � I2 O.C. Joint - 5- Wee hole I 4-Wee hate _ Joint P _ • � 3z9 +14. 13 -" 1 ' - oM 13' - o» ------ DETAIL Top of Invert op of Invert �5 Isar$ � 12."O.G. I/2 = 1'- 0 s ' • ' N ID rc. ChcLnrtel ' ' �. Channel it evel t.,ine evel Line - STRUCTURE PLACEMENT NOTES ' • •� i . • 1. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE • . b FOR APPROVAL. 2. CONSTRUCTION OFFSET ON WALLS IS BASED ON ESTIMATED DEFLECTION OF WALL STEM AFTER IT IS BACKFILLED. IF aar.9 Illy 1z."o.c. " "S Bars @ Woo c - ACTUAL DEFLECTION OF WALL STEM DIFFERS FROM ESTIMATED 2T" L.ap M5 8ar'� f� is" O.G. Cir •5 Bars Qe IZ• o.c. T" Lai VALUES , THE DECK SLAB SPAN AND ITS FULLY EXTENDED ,t" �,- 9„ 1 ,- + 10.- 0" �•_,• 1L• BAR LENGTHS SHALL BE CHANGED ACCORDINGLY. �ESC R)PTI O N 0 ( REVISION DATE APPROVE 55*-r Dowels; 3. ALL REINFORCING STEEL SHALL BE CONTINUOUS UNLESS x 4'-0" Centered IZ. - 4" OTHERWISE SHOWN OR AMENDED. CITY of RANCHO CUCAMONGA BASELINE ROAD �� EXISTING IMPROVEMENTS FROM HAVEN AVENUE TO EXISTING JOHN COIL ASSOCIATES, INC. STRUCTURAL ENGINEERS 2077 FEET WEST OF PROPOSED MILLIKEN AVENUE T P A T M NTS L TYPICAL TR A NSITION WALL SECIIQN _BASE LINE BRIDGE SECTIONS AND DETAILS __ ___ 1/2 = 1,-0" 1/2" - I'-0" EXISTING ABUTMENTS ND TRANSITION WALLS 47-30 474 APP OVED 8Y ATE -Z -BV (SOUTH BRIDGE) 327 + 50.61 to 327 + 66.62 (WEST SIDE) 11 . JOHN COIL S.E. 1843 DATE GTY ENGINEE RCE No c X889 327 t 66.62 to 328 + 22. 84 (WEST SIDE) 327 + 60. 58 to 327 -r76.59 (EAST SIDE) .. 327 + 76. 59 to 328 + 32.81 ( EAST SIDE ) 328 + 22 .84 to 328 + 31 . 93 (WEST SIDE) DESIGN, MADOLEAND A SOCIA S, INC. RECOMM EN(StD - SAN BERNARDINO COUNTY S.iY_�S.B Of SAN BERNARDINO COUNTY 328 + 32 .81 to 328 + 41 . 90 (EAST SIDE) FLOOD CONTROL DISTRICT - CONSULTING Cnn1. ENGINEERING DRAWN AND LAND►LANNINO SHEET (NORTH BRIDGE) 328 + 88 . 16 to 329 + 04. 16 (WEST SIDE) 545 N.MountsinA"..SwIt. as APPROVED 198 S UPLAND CALIfDRNtA91M 12 OF 17- 328 ♦ 31 . 93 to 328 + 88. 16 (WEST SIDE) 328 + 98. 13 to 329 + 14. 13 (EAST SIDE) PHONI1 14►-,4-6,-z94c3 - MECKED RCE Nod DRAWING NO. 32 8 + 41 . 90 to 328 + 98 . 13 (EAST SIDE) - DIRECTOR, DEPT. TRANSPORATION & FLOOD CONTROL 839 DA4E �1/5��3 FILE NO r M I N• BENCH MARK : IVfU TRAL A.1'/�' 2 4y� �� Z" FiVO .rECrio/v �.Ir IE BELCH MARK NO. 96-D C!/T FiPOM AL TERN,4r/Nf M SAT T.TH44NFEETF HAVEN AVEMJE HAVEN i983M b TE�QM//VAL Jf ECT�O�V Of rA � '► /2 CAL p w/pE POSTr,00ir .PLOT - JS AREFI FABRICATED SL EEYE FOR ANCW-0,* IOL 7'Jf' PIN w/CFEET RSH TAGS N TOP�ATETHEREAST O� 10 2 L — 6 — — O�Af END OF A READ WALL E EVF014302686CMP ' p v 9" / =/. ' par Com' I.1II�P/ER Z,� ',• / Jf'LOT.f' l~ - +1 dEND eaemrf r , SEE .S*rs a Z+ AIVC/yOiP BOLTS t a Z! APP/PO.t. rw0 FDR OE .41,4,9 IO " 4-KtiQ �� _�i~ Lji � I `lkl t /j /s " " �.,, q• q-dw FACE OF ct�Per " w /. pvT70.f' /lrEilD O`AL SvOULDEA /P + /~ Td 2 " -PLAN D/R T/O/V .-PLAN^� O/lPECTIOly CW rWA��lc �� SOL Ts' I1/Ty /� ilEC6sJE0 NEX N!/T,,f' - .�'ZOTt'Erc� t '7! A�'ditES ;� r r /.'�' SL01rJ!' of T�PAFF/C TO r tL B PER i'P[/rz- AND t PER , iVA II►OL E' �t r 9 SLOTJ TERM/�yAL 1'EC T/AN L.11P /N O//SEC T/ON �Z :o;,- Ta r. 2 of T/PAFF/C•. - - � " ArA I�dLE METAL IFAM - MF TAL ♦FAM : tGUARD IVAU. RAIL SPLICE TERMINAL CONNECTOR ;� + + ♦ + ; IlE�NFO.rPYfMENr O NO SCALE NO SCALE XAV W& /L' //vADD/TION TO Trp OARA•/ER RA/L/N6 2 - 1.4 ~ /r,/. S IOL TS' YOM !O NO A•E/NFONCEMENT TO t ELEVATION ~� n TOT• 2 AND WAS~GACY ELEVATION ELEVATION J TERMINAL SECTION TERMINAL SECTION DOWNSTREAM ANCHORAGE WSTREAM ANCHORAGE wrE rs"o" r d T. 2 NoeSCALE NSCALE TYPE8 J! ETAL BEAM §UABQ BA16 / " NO SCALE r OR O�� " PLATE Pnew EEP �►E-cE,rs ` �'r ro . ONE O.I SO TN .f'/OES -. jam POST ASSEMBL N -p�IF,4lr41Vi1y ~ �yE/Q OL ATE _ a rArsvT, :/ a'r S'Of ,. f OR/pale RA/L t dL OCiC k tow N SHOUL DER OR RAC.f OF RA/L FOA• X r)VA/61V T Jf'ECT/ON `� s` Ll, LO T�L`S 5/8 RECESS NUT 5/8 S� BUTTON NEAD BOLT FLAT PLATE ���e OFfSET CEiVTEiP of A� 110. ' - sEE " w/t X 7• J7 - f PARABOLA r NO SCALE NO SCALE WASHER DETA/L 7' IX .S'IVT an t0 = O~ l//VL ElJ OT/VEi!WIs•E Ar1D T,FO OiV A;l- 60' C NO SCALE ^LAM 0� ELEv .f•* � Le o1.4 117 ' Loi a srUvA`E'I Air fOR TYPE i FLARE TiyREAOEO ENTZer LE/1+6Ty ►" of ow T - ELEVATION SECTION p -8 E•!T/VfR Fv1L AEN,FTRATiO�r NO SCALE t s~ MELD 40 or&v TO 7- / 51; iyEL �_ AyB,,y,ENRCON/ fiPO OT f•IE` ,Ir QST A.:'JrEi1VlY ay r, /vAic , /rev i /sem _ ro " w4LjlA/V1zEv ~ , �� CABLE r0 dE _ �� /VEUT/PAL AX/.f' OF /!A/L 2 3�e• SAI NA/L CW EArN S' I"r ! 2" O.f ' SH'AGE C04'WrC rJ'D w - �''r ��` 4 ' Rl ATE ~ 1rOL rw,4 VCE /M d'/DE G1� TiVE O[O�'�t' SL OC/t' AfTE/q f4I�!/CAT/0/K !$ " PL/TE i FLAT PL4rr t / " " , '-40m moo- - ' oOL r ow -- - - _ WA rAlZ'* `d - Iib NE41,rRAL AXIS 7 77a METAL TEAMG[/ARD /rA/L /s Aw SWAGED FITTING AND STUD - SECTION A-A � CARitlAGE '�' `�►°� Itor \M` O/DS /YOM. W/Tire/ #v" NUr si�+0!/LOE�P X t1#,0cAC1AV _ s NNOER RAIL/Mf / " Ar Aft E.f __,4rAf A/Oi/r it e' % e "/ M.ItI i//1VE OOc T S !w* B'r ,f=f w Lt F " lAgr PL ATE w/cUr Nw,!wws o v PoST SECTION C-C 60 � - S'� Fi90NT F,iGE - TOTAL S P[ 1~r 2 "* D x L c /t" / PO.rr S'PACI" i=1~ c Tor � ~ WELAi L'A11 F RAI L POST � AOro U•YD sot r •��•"• - T sAL / E LINE P01T5 No SCALE AvEX Nvr Fel* E N NO SCALE -SJUM47 AAICNO E E7V0 y110'J!'T PLAT PL a re X s " r -RAIL ELEMENT _+t ___ r� O/A I►/OL E � NO SCALE /~ DIA s r[/p =___-- S rA/VOAA'O S1N.�16E0 �+ G,4041 VD L/NE � � ewr yy4S f/Ejr E/VERAL NO T1''d' CO,*NEC T/ON FOA I_1 r -�r , N u M ' / 'PIA /VOLE ~ 1�! JL J; 6 r 6 WELDED►-I.-.�+--,1 �_ //V pL ATE ` GAOL E is��_ _'1 WIRE rASR/CC-j POS'T,f' SMA 1.L dE NO/4M.4L TD 6/P,'OE. --I40 rOP OF RAIL ELCrArlavx r0 IE DETEA'M/NEO jrr DESCRIPTION of REVISION ANCHOR PLATE 2�" D/A tVNe'RFTE Awe moRs erwO PDX ONZ Vl � THE ENG/NEER UNL ESJf.C/S/OI�Y/V O/Y Ti4/E 0LT[ �r1� PORTLA/VD CEMENT CONCRETE FOOT/NG (CENT" pOSr, llil 0jr'00T/Jt/6J 0) TORQUE AVAIL TD DOST N117X' TO /7.f FT LOS CITY of RANCHO CUCAMONGA PROFILE tV OALNAN/tE RAIL l$fEMOLr AFrER AtWBR1c,Rr1aN. BASELINE ROAD (s) rRls DiP./YV1N6 ADAPTED FirOM CAL/E DEPT oP' C'AiP�f/.+6E - ,pair i+r G~'� t *~ D F POST * TRA/V.f' ,S'TO. DEAN//NCS /I/!/MdEil s' A77-,4. /o .. IMPROVEMENTS FROM HAVEN AVENUE TO VP O L I./O CISC. a ICY G. 2 W E. # , GATED ✓L4iV. /977 2077 FEET WEST OF PROPOSED MILLIKFN AVENUE O F POS T W/NEX Ntl r AND CUT BASE LINE BRIDGE w,IsyER Foom roc�rEr /N eeme,IETE ro /►EC'E/vE s'.. �" marr a.� lGUARD tL DETAILS - 'ABLE - PLACE cavr.�ErE ,,,.oU.ro �osr w.PAPPEO w/r�r 1 METAL BEAMGUARDRAH. APPROVEO 9YA E7-91 &646 Z -� S•S/EET�N6. CITY ENGINE E RCE No 2388 CONeORIC E L'ON�'�PETE .IN�ir/O�P JOHN COIL ASSOCIATES, INC. DESIGN M RECOMMENDED STRUCTURAL ENGINEERS SAN BERNARDINO COUNTY IW-SAN SERNAR0IN000UKTT AMC,�vo,�r PLAN s. w. s e FLOOD CONTROL DISTRICTTINS cmff""ttEottpo OmW14 AND LA"D PLAWNG SgrE T CABLE ANCHOR ASSEMBLY - BREAKAWAY DETAILS 198 s• ,� +eNr„ 13- 17 v ��m 94Co 2 949 CF- NECKED c RCE. No f_ OR Aw tN G N0. NO SCALE DIRECTOR, DEPT. TRANSPORATION & FLOOD CONTROL A/ X/ ,(� F1LE � '— JOHN COIL S.E. 1843 DATE DAT 9/%, �2��06 _ 839 zlw IZw-7ow-0 a BENCH MARK : BENCH MARK NO. 96-B 1011- Off Spacin (Max ) 1011- o" Spacing 10'-O" Spacin 10 - Oft S ar- IY1 ( Max.) AT THE NWC OF HAVEN AVENUE c 19TH ST. , 44 FEET WEST t HAVEN & 83 Typical Ra11 and Truss Spacing T Ical Rail and Truss is aicin FEET NORTH t 19TH ST. , SET DRIVE YP P 9 1 PIN w/C.S. TAG IN TOP AT THE EAST END OF A HEAD WALL FOR 3-24" CMP Ins Post ELEV. 1430. 686 Igo% nom. dia. std. Kn1ckled finish Line PostLine Post alv. i e with cLly. ca End Post End Post I I a. wire ties at 12"o.c. 7 9a• spri^9 steel tension wire 2" nom . dia. Std. - with 119a. wire tiesat 24" o.c alv. pipe with alv ca I� " nom.dtn. 9aly pipe rail 9 P P 9 P Tension Bar (typ) 119a. wire ties (total 5 eac 3A6" x '/," min. �C post equal Iy spaced ) o lir) ;n 4 -1Z 9a. x I" min bar6 9a.Double Truss q- in bcnnds equally spaced wire with adjustable 2" Mesh chain link fence tightener E f i tt i n s Top of Concrete Wool Imo' 1 -18" long light weight I� #�--12" long light wei ht metal insert-��I s.� N 12" longlight weight rneta.l insert �-� 9 E� Armetcd insert 18 Ion light weight Metal insert (O FENCE NOTE f All Chain. Link fence rnateri al) f i tt i n cis and installation shall conform to the Specifica.-tions. FENCE PIPE MATERIAL LIST 4' CHAIN LINK FENCE DETAIL Nominal Outside Inside Weiqht NO SCALE Diameter Diameter Diameter per Foot (Inches) (Inches) (Inches) (pounds) 1. 6 VO 1. 3 8O 2.Z I OWL • TW fort �' � '-�•'-_ g'"d"__. IN1TALl tRsM • Allen twrod cep screwy S"_ rlELO r sttyb b� thin. eneelnth) 1 j or 1. 900 1. 610 2 . 72 ` T:P p4; -- -f---- 1; 31 AD 3't•pipe _ - lor 3 +to pipe cap ----� - - �- H-Section 1%"x I fe' 2.80 # =Fldten 1 - , - cur drain aids bar W p'e+f 3' a Mown 2 2.375- 2.067 3.65 it CHAIN a LOCILtrONNECTION 2%z 2,.875 2.469 5.79 1401 in gale 3 3.500 3.068 7.58 V-o'for 12'20% 3"fad Mh'the cop d 1 6'-0" for 14� i 16'vote BOLT Reftechwi to pipe Meered with 1/4••tele. 3 �, 7.� 3.548 9.1 1 erea"_� De1o.e weMirp flatten pqe R as Shown round head rivet hthrps yrmd b fd(Vs ma. gap) _ 3•.pipe 2 0 pipe 4 4.5oo 4.026 10.79 ----- -- - , - ------------- - 3'h"�pipe � Y 0 pipe- ------ 4 3"41,�---- --� ^� Q I b N d _ - RNlectart-.� esi""ads - 6 6.625 6 18.97 ___ i to 6 (W60R) IL Ltl 3W pipe / O L CUT pipe on amyls --Toe! W"d � i ( '�-i 3"0 pipe ' r to in Ovp) DOTE: All pints welded in Map(No fieed weldsl. All pipe and f llmgs to be golvorrrzed KEY B NOTCH GATE Gate hingeto be placed an channel side when opp,leatite. Gofe to open owof from street when applicable MNNECTION TO COLUMN "a'oscale - _ACCESS RD. PIPE GATE DETAIL* NO 9CAGE S,4,V BER.,V,*,PO/NO COUNTY FL OOO CONre&V O/STir/CT ST.9NOAiPO PLAT )VO. Peg 07' io' 2o'y.c. &4e to'v.C. 12A' 2 h o o g o � o Qb o � M N � m 1 t`h Ajj ` /3P0 _ --- - - -- o.�% 3'r r / O - z PROFILE EXISTING ACCESS RAMP "B" PROFILE EXISTING ACCESS RAMP "D" SCALE! 11tl7►4/Z. /'i20' SCALE. .4fOP/I. /"sip' vE,er. /"-r4 ' DESCRIPTIC� N Cf REVISION PATE AOPROvE 38' S2' �4' CITY of RANCHO CUCAMONGA 6T' 67 82'✓.c. 52' y.C. 11.5 ('7.5' S 10.5 e.5' �.S' P.V./.=i3 0. . 97 ./.•/3/6.70 W �►.5' 17.S' ,0.5' tt.s' 2�' 2�' rep, BASELINE ROAD ^ � � v/.=/2359,0 2 P✓/9..•/3s/G'✓.oc7. � v� 3. ,� JOHN COIL ASSOCIATES INC. 15 IMPROVEMENTS FROM HAVEN AVENUE TO .G 3 /4.(3 14.i3 /4.i3 V V .� � � N ti a a ti ° o d op h °� STRUCTURAL ENGINEERS 2077 FEET WEST OF PROPOSED MILLIKEN AVENUE BASE LINE BRIDGE � CELLAN OUS DETAILS 1320 1324 APPROVE. r p TE-7_Z --g Q i 1320 JOHN COIL S.E. 1843 DATE CITY ENrYNE. Ek Farr No 399 DE SiC•N MADOLE AND ASSOCIATES. INC. RE COMME NCE D SAN BERNARDINO COUNTY S.,q/ iS dr Of SAN BERNARDINO COUNTY . FLOOD CONTROL DISTRICT CONSULTING CIVIL ENGINEERING PROFILE ACCESS RAMP "A" -'-?��° PROFILE ACCESS RAMP "C" APPROVED 198 sssN. Mountalm AOR suIt. 86 DRAWN AND LAND PLANNING _- S• B UPLAND CALIFORNIA 91 c3 _ _14 _ O` _ 17- SCALE : 17 _ PNONe (71 4)94(0-2949 SCALE : NOR/Z. 1"=Z0' SCALE : NOR/Z. 1"'.ZO' HE C K E D R C E No 14 el YER r /",,4 /BERT. /"s 4 . -� C�aw.NG N0. DIRECTOR, DEPT. TRANSPORATION & FLOOD CONTROL /f/y/j� DA E rol/5ZB3 FILE N o /8G�o� 839 a