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Home My WebLink About1076 BENCH MARK : GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of CO/V.°S7�LCT�4�/ BENCH MARK NO. 96-B Rancho Cucamonga Standards and the Standard Specifications for Public 1t�aOrV2i L/CT/O/�/ ¢� sT�`KT/O� ' , AT THE NWC OF HAVEN AVE. � Works Construction - current edition. Contractor shall be familiar 19TH ST. , 44 FT. W. HAVEN with and shall be responsible for adherence to these Standards and 21101*� 5'?D/6' 141 4'7016' 7" i & 83 FT. N. 19TH G , SET Specifications. P /f4R/E9 O !/.QiQ/ES AT THE E. END OF A HEAD WALL DRIVE PIN w/C.S. TAG IN TOP ✓LJ 7' 7' 104Rj �,�. FOR 3-24" CMP--ELEV. 1430. 686 2. All pipelines or substructures of any kind, telephone or power poles, Z I % 2 ygpjEc /i water meters, valves, fire hydrants, etc. shown or not shown on these 2Q/ plans within the right-of-way limits or in adjacent areas where 4 Va4 ✓' 2 2 improvement work is to be done shall be removed, relocated or protected 4 .¢ Z in place as required at no cost to the City of Rancho Cucamonga. /C.�G.. 4 hall familiarize him- 'V -- /35 V�Sy /��7/- 2q�y� ( `rte' /72X 3. Any contractor performing work on this project s —r self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- — tions, whether or not such facilities are shown on these plans. EX/J�//V� Q C EX/sTjN� \ PA�/EME/VT �X/ST/ice EN5T. A.C. / 4t/EME^/T 4. A permit shall be obtained from the City of Rancho Cucamonga EngineeringC,41/EM,E✓(/T UMAMF Department prior to any encroachment or construction within City of C P`MT ST,q• 2/3f8¢DO ro Z/5�.9�Gb ST,4 Z/S�9r4, l.1� 7'b 2/73/•00 STA . e17-051.00 V el-9451-00 ROAv Rancho Cucamonga easement or right-of-way. . N.T.S. N.T.S. Al T.S. 5. All grade stakes shall be set by the Contractor or Engineer. Paving sreEEr stakes shall be set at all hinge points, edge of pavement points TYPICAL SECTIONS within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer J CONSTRUCTION NOTES and QUANTITIES TorAL v,Vir as needed at warped or vertical curve areas. LAn/E / CONST. G"A.C. ,04VEMEn/T OVER SAGGR/GA72= BASE. /, EF " 983 . 6. All sewer, water, electric, gas, phone or other utility laterals, I mains, or crossings shall be constructed prior to paving. O-- , a " STREET CAST O./D M/N. .4 C. OVERLAY SEE FEATf,�ER OETA/L T�//S S�/EE7"�, 281 :547 7. Compaction tests of embankment construction, trench backfill, com- O—SAht-41r EX/ST/tea A.C. P4VEME&"7_ ///37 L.F. A✓EivvE W pacting original ground and all sub-grades. shall be performed at no cost to the City of Rancho Cucamonga. A written report with these --eVA$T' 8" CL/R,B Cit/ry PER Cl; Y,5TO. AV 30/ AVIX f EX�bSEO A16G�P�A7� aW44o V /�h�AJ^E A compaction tests shall be submitted to the Cit Engineer for approval /, L.F A✓En/!iE P y r P P C4W5TR�C7-10A1 PE�e SPEC/�/G4 T/OA/$• SEE SNEET prior to the placement of base materials and/or surfacing. �5 —REMOt/E EX/ST/NG A.C. Pgt/EMEiSIT 3, 227 S.F. Tey AV Z 8. At the completion of paving, a materials report shall be submitted to 0 .STREET the City Engineer. Lising all tests or determinations completed to a—Few-rRER A.C. 0J4c_,CZAY Tl) M•4TCf,/ EX/S7-1AA_, OaMe S^ZW7;V verify stability oil content and Gradation of asphalt Paving 656E 'REAMER OE771/L_11 77//S .-W14Fr). ✓�err�,ai 9. Prior to installation of any paving, a materials report shall be 7 REMOVE EX/577At5 C47-C// 414S1AI 4AV CAf 4 .17- C:�EG 0540el-Lol. submitted to the City Engineer. Listing all tests or determinations � R completed to verify: + sieve analysis and sand equivalent of a—'REMoI/E EX/ST/AIs CO/1/C. raRa GUTTER.completed L.F aggregate base. 9 CONST. TiPAFF/C 5✓GN.44 Looi"S 415FR �`1A/L TN/S .��(EET. /O EA• B4 E E 10. Paving shall be performed in accordance with R-Value and Pavement tests /O COLO fF•4A1C EX/577 A.C. PAVEMENT �R "AFATi5/E,e !.L'TA/L ' WIS S,W7.. 7;400 S•F R0,40 taken to determine structural sections (prior to final plan approval) 11. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks @--CQNST TRAFF/C lsl- /tv FLARE ReR CITY $7p A o $/¢. 2 e which protrude above the sub-grade and all voids or depressions shall Cf/uRcN be filled with a fine grade material of a quality better than the natives /3 /NSTALG 3" GAL it//LEO 6Cf/. 40 STEEL P/PE 'SZ4F62 FO,e AeRAGAT/ON 42 material. A'PE •4t/O 2" CLASS 3/S P.V.C. SG ER's F6' W C0N7;eOG 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly //e4 applied at the manufacturer's recommended rate for the full pavement width prior to paving. ,eW7rEREO ZW1VE UP CURB 14+ , �u�E✓.4Rg FACE TLS 13. Estimate of quantities is provided by the Engineer only for the con- RaG/n/OEO venience of the developer, the contractor shall make his own deter- SL/Cf/TLY /` 4" 1�R0/NATE (/"f� 73 Q mination of construction quantities before submitting a bid. Any AT !�-1/GQ item of work required by these plans which is not specifically listed (STD. ,�/ MOD/&YE,0) —'- 2/� /O • log ARRO N/Gf/W4Y in the estimate of quantities shall be considered as included in the other items of work. R=2" , 8" I Z,6 rH 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 1 � shall be constructed at each intersection. 677 15. City approval of plans does not relieve the developer from responsibility _ AN p4fE�//SLANG � BTN for. the correction of error and omission discovered during construction. / QFC/A a Upon request the required plan revisions shall be promptly submitted to Zo rp E' ST. ST the. City Engineer for approval. � � 1' DRIV UP CURB --, � V�)1 16. Work site and exterior streets shall be in a neat, clean, hazard free, ETAIL MF,01AV /$G,FNO LEFT TURN L'A/VE O Q orderly state, throughout construction. Site shall be cleaned upon ,yrs, r ,'�� STREET request of the inspector. 17 Native soil to be scarified or ripped between median curbs prior 8" sT.e/PE SET to fill placement. nv STREET 18 Contact underground services alert as required, two working days o prior to excavation. Phone # 1-800-422-4133. Provided for your ¢"5TR/PE convenience are the following. h1 6Xro' A. San Gabriel Valley Municipal Water District O V Mr. Bob Stallings (213) 969-2718 for Base Line road construction � ,� INDEX MAP B. General Telephone (800) 422-4132 A10 72e- N 1 for underground service L/N1? O1. Ok/=Av4AY Tb •� V �04O/ AJVF AT AN EX/,5T// 4RAOE Qb'M/N AW,6:4/C Cee AN EX/ST/N6 O!/ERLAY cuee ae E.A' C. Southern California Gas Company (714) 798-7739 G4�/E L/�/E,`t///ERE R2ss/,CSCE 1981 W. Lugonia Avenue Redlands, Ca 92373 ` E,+' 6x- A.C. D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road LOCO OYAAIE EX1,57 A.C. ' Rancho Cucamonga, Ca 91730 . S. Metropolitan Water District (714) 593-7474TYPICAL FEATHER DETAIL SIGNAL LOOP PLACEMENT DETAIL DESCRIPTION of REVISION DATE JAPPROVE P.O. Box 54153 Mrs. NTS Los Angeles, Ca 90054 CITY of RANCHO CUCAMONGA F. Pacific Telephone Company (714) 999-5639 G. Southern California Edison Company (714) 983-1746 V?*ESS1p HAVEN AVENUE 422 North Second Avenue O 'Iq Upland, Ca 91786 yQ"��5��',� MEDIAN IMPROVEMENT 19 The final or surface layer of asphaltic concrete roadway pavement w No. i4 1 0Mirn �� shall not be placed until all utilities & utility laterals within Exp. HAV GIV V IL...1._HVG TO HI�LI'1ND ,AVE. the roadway have been installed, all on-site improvements including �` all grading have been completed, and all unacceptable parkway and 'flq �11/1L �a roadway improvements are removed and replaced to the satisfaction of IE�FCAI�FdAPPROVED BY DATE the city engineer. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTZCE CITY ENGINEER RCE No 2237 20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR SHALL VERIFY ALL DESIGN MADOLEAND ASSOCIATES, INC. RECOMMENDED installation of street lights, street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF CONDITIONS AND DIMENSIONS OF SAN AND OINO COUNTY be located behind the sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE AND SHALL REPORT ALL DIS- CONSULTING ARDINOCOU ING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CREPANCIES TO THE ENGINEER ANDLANDPLIVIL ENGING CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PRIOR TO THE COMMENCEMENT DRAWN sash.Mountain PLANNING 105 SHEET PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OF WORK. UPLAND CALIFORNIA 91756 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION 11 PHONE(714) 946-2-14-1/¢e/ OF NECKED RCE. No _� DRAWING NO. OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. /O ylo ATE 2 d FILE No. PHASE Z1_A SHEET / OF /O SHEETS /00' 'VC, p r p BENCH MARK7tO : t ; c 1 . i i i 1 �O► BENCH MARK N0. 96-B . - t t \ \ t I AT THE NWC OF HAVEN AVE. i t 1 } ( �, �� , N 1 t - 1°�' W �" 19TH ST. , 44 FT. W. HAVEN i i 1 ._ i 83 FT. N. 19TH ST. , SET I i w o 4.007: U i t y t } t 1 - f ^ + t. 5.a7 8 - ! a t DRIVE PIN w ? r 1 W �' ' f t •� . ,� .� j � /C.S. TAG IN TOP cp O y 0... i d a -1 H ' } t X -t t t t ? AT THE E. END OF A HEAD ALL I \ °� I �, •4 /� i % i FOR 3 24 CMP--ECFV. 1430.686 1 '. ; 1 w t \ 1 t X11 ,/ 1 , 1 ( 1 t r_ - -- I 1 Qnv� {j 44 t t S w - i � Mme\ _ R i 'l• /±� i t j 1 4- a I - r • I / 1 O \ t,� �• M. / v `! 1 } : V' : ^ V - t _ 0 h - -} �✓ ,, M � � � �� i' e14 YU ; \rZ, moi- �, . /. t t fi _ _ \ t O� Q f /, � � :' �` '' � l) . p h / i �' �' ri• a/ tet,► f 1 r } '� t a I \ a N ;lQ�' Cx/ FS.!C` ! g i r Ls _� t / i / : w sr or O t S 10 N j � N : V O• w . NN . . y I L i I P f t '.0000 j N �. p : L S,3 O\ QO a v► / i N y Z N I 1101 -Azor ' 1 '' t---�- opt / N - - -- ---T-s- : -- � op, - - , X 5 T /°k5 ' \ 4 // �` . 10 N Q W y • _t ! . , ^ U « w 5,4�iT. 4L- I C 5�:' o • `� . . . . . . y �. w / � \1 1 \ y ? / � � ' S � . `• . CSN . i ; � ? i } n P M j 1 1 ' y f ' 70 ? w ' �, h � 1 � �, 0 8 $ N t 1 t ' j s t i I oc O c• �, \ �� ` � . PROFILE . . . . . . . t i t ? t i t t t 1 + y a t HOR. 1"s 40� j VERT. 1 s4 t 1 2 2/6 2/7 220 22/ 222 Q/0 2// 2/2 2/3 2/�f /S e C6V67X4-1rp/V NOTL 7 • ,. p I � ��r�eawsrnt�v g �� ,. N N � � � /Z''/?�/S"•E,Y,ClT G'Olt'.z' * ,O ex/sr• yw ti gays coj nc�/ N/v�L ��_ am t M Of -- _�— ------ ----�-r — L �x/5�, cp• R.�./P �/ L---I \� dk - =� a. sawa sss • sM a � � saara .: s :::sa::: -- •z.: a �.___... ..__....—._ (O �� s // // ID �,� s 3 1 ��oc� � igr '�'F� uMir.1 ar 10 Warr c� o lTcAr ... Ss s hc,CxvFinagr �o �f,,cjsT •c• ,aK� / �� dx/srM,e~07+Ncu� �o �^ � �' tt �• �' oo -wf�' t P„ r, � ell ��' ,h''� P►• ./C^-&MENT �,4 I: N oo•/G' O] /iE / 5 T lON L/NE A — — 1 /4 i/t l CONS l'�IJGT/O - -t - 1 � QQ(�OFTSS/�� 1 ~ r� > ,�„ Ex,g . c. . « 4 a / --- "-v / 2 of�/gT ,� s wCv c/n/L � f 7 /j i ' \ wruT "�J ( Y�E�1� ''l] �� ' \ 1� a . �p �� '/ ' 3.._5 • ��2 LLJ - No. 14814 �►T-----v y 1 �,�.c.Pry � `� � ,�• fp�E of�x� Q CD .....•V .. ' LlM(7'�� aI ... .•.� , .. �� tosro• vt� S,O r 9. .- ,.1f..�1...... ...... v�A ..... �,-+---.-..fir-•---- fr - ( �• _ —�r-- �------ -------6*�----- �� VI�`" G �Ex/�j nom.•,vim — i�xi5r aurT \ / ��—�'� • cx�.sr. Ne,.ow,�cc.leuaiEo) • Ex `� \ ex/sr, R�w I 14l4WV V/tlA'4.4r . C � .4.0�1V 4 N �SvTR•4�CE 8 - X _ R Q4 Co""15 TR&C V207 F5 z� /&-C0W,6r. 6" A.0 PA1/EMENT OBER S"AGGRAGA TE 1KSE ESCRIPTION of REVISION ' � JOATE APPROVE 2t 2 -CON5T. O•/O ' MIA/. A.C. OVER[AY r--%=-E "PE,47WR OETA/C " 6 q,=r7 1 J . o = o - p-SAk/CL/T EX157-1AoG A.G. �AVEMEA/T CITY of RANCHO CUCAMONGA CUA VSE AOR 7 4a-CONST. 8" Cl/R8 avL Y PEEP CirY AW. 1110 30/ A//rf/ ExPt05ED AGER/!FATE ® = O rRu r a,,, PER SPEC/F/CAT10A0 S. HAVEN AVENUE • o rt � T Ca►�vs c ,4 /e'?o 'f9" A05.001 +5.37' rr.76 ' : REM4vE EX/ST/mss A.C. RA✓EMENT FEATHER A.C. 0,MeMY ra AWTc� EX/.5X/16 FOR SMOOr� JOIAI MEDIAN IMPROVEMENT At16AtZA46 �A VE/VU� SEE "FEATHER DET /L ~.Sf/EET 1 2�--REMONE EX/ST/N6 CATCH 445/N ANO CM.P� P/-&6 AT CW54WNEL ,QERM. 1 HAN." Y�L� TO " AND �. • �-- �PEMo!/E EX/sn".. camn CuRe 6z1TT'ER APPROVED BY ATE _ gy 90••—cowsr. TRAFF/C 5/G/V�4L cc s PE�e OW7,4/L 6NEET z G TY ENGINEER RCE.No 397 @— Coco PLANE EX/ST. A.C. ftVEME.VT PLR "FEATHE'R ao-cm& " SsYEErj DESIGN OF SA ASSOCIATES, INC. RECOMMENDED 5,�, OF SAN BERNARDINO COUNTY FZAW N� CONSULTING CIVIL ENGINEERING /Z ComS7. TRArF/C 104AM0 SCARE /L'R C/7y $7D. NO. 3/4. AND LAND PLANNING• SHEET S45 N.Mountdn Ave..Sults IAF " / H /1P .SLE !/E Fd /RR/�,�4T/d�/ C.��• UPLAND CALIFORNIA 9178Q �_ �F !3 /NS7zILL .3 GAL VAN tE0 SCAI, 40 57Lc&/ E E R HEC KED PHONE(T14) 9 RCE No 7'�G1 P/Ar ANO 2" C•LAS5 3/S RVC SLEEVE FOR COAlT OI- h//RES, —�- OR AW IN G N0. c/TY p TE / FILE No. 777 /076 2P14 iA SEYA sH�Er ___ o�- o sN rs I E _..r...w..... _._......_.....Y.♦ _._.--•._4_'-_ ........... .... ... ... ......... .•.. ......... ........ •.. .•_...•....• ..-• ..-• .._•......_..♦............ � I ....•.. .....w-........•.. .._........•..-.•.... __..•_...•. ... ......... .•....•... •....• . . ..........1........ .. ..•... • ...•....♦_•_� _�♦ ..._....•....•_..-♦--A• ....... ......... . .• ..... .. � .. • • _♦....•....• • ...• •_. .. .. . .• ...• ..................... 0I .... . .. .. . .... . ...... .......... ....... ......._...... _♦ ..-•....• .. r............. •....4_......... .. .....• ..• ... •....•. .. .. ♦....,....•... ♦ ....................... ♦ .. ...•....•_.._+-_"'*__ _•�__-'+__. 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(i t3,ts) 11 ... .'.. . .�� .`........�....- (Isla.ts� <icr •!7 : ...... 8 H pyo H c CA z qz z z o m S 'E h/4 �¢ !°�/�4�E .�" y -6 o 1" O R1 0 ......... . . . . . --.. -•.......... ..................._.............. . ..... . ..-... ... - .....r.._.....,.. ... �. �, . . x o zy < z Z . . . . . .. o � rn n N�_......... .... ... - .. s � � " 4, 09 rb rn _ -_ N . . .................. . .. . .. .... . �...._........... . . �, � r " . 0v a o rn o �: ?JGIs l�� _... . ....- ......... .-. .. --• ...... . .. N . ......-.. . ..-.. .. ......... . .. ro ..�... . . to - III -_ o Q CZ O x S � Off', fA r . _. v < 1 ti BENCH MARK: GENERAL NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF I..� GowvTJruc77GW ' �► BENCH PUM No.. 96-a RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR ¢ Cp j�t�j�o�/ 4' 7� cc, AT THE NWC OF HAVEN AVE. i PUBLIC WORKS CONSTRUCTION-1985, WITH 86 AND 87 ADDITIONS. 19TH ST. , 44 FT. W. HAVEN CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR 7 2 i 83 FT. N. 19TH ST-, SET ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. T DRIVE PYN w/C.S. TAG IN TOP - Z. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POfiER �� / .f ' .¢ AT THE E. END OF A HEAD WALT. 3-24" CMP--ELEV. 1430-686 POLES, WATER- METERS , VALVES , FIRE HYDRANTS , ETC. SHOWN OR NOT SHOWN 1AR/E'S /' r' '`�X ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS L1��l5TR� T!"tuC1/bN WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR N TE: PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO /to 4 CUCAMONGA. - 88 4 4, g, 11'1ti t 1007 1b G"�D�,f. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT BRACE FAMILIARIZE — —t_O°r�___ ,� s / EE HEFT 2 FOR QUANTITIES & CONSTRUCTION NOTES 3 ox HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE /• p 1` t 7' _ ___ TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS 7' I' X/3T ^.c. / �'� 6 / STA. 41"00 70 A0140-1.00 Q OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 2 7q) fo+ 2 �Y�►�N>• AN NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO ao AM. i. '7 STA. 40,485.90 70 43„75,A0 .STA. /Q2*3QGlO 727 /OZtB9.G0 y .� x- / f: ra n y r CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR _ _ _ t OO7: s.00� � ► _ :57 65,4%29,60 Tb 466,�/9.00 I 1T CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT- _STA, 73 -08.90 7U 9S11:18.S3 OF-WAY. '1► ��E.,c/gr �t.c. / G / , G' l 61cI5r. A.G• S CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHOP/��CMCNT ,J ji � b P1+Y,eM�NT CUCAMONGA AT THE CITY' S EXPENSE. STAKES WILL BE PROVIDED AS t / REQUESTED BY THE CONTRACTOR AT NO MORE THAN SO-FOOT INTERVALSS OfG�•Ob tom¢/� SJA. �fOD•DO TD ��SO.� 4 SUBJECT TO THE APPROVAL OF THE ENGINEER. CONSTRUCTION STAKES AND 7�y POINTS UNNECESSARILY REMOVED OR DESTROYED BY THE CONTRACTOR WILL BE SrA. //,4•32.00 7th /3iLM.00 STA 23.444.00 70 95�94GW 1` ti�R/E5 To RESET AT THE CONTRACTOR' S EXPENSE. 2 s.oe/'./ LAN �� _ ----- ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CXR r/ d 7° I ar�E�T COMPACTION TEST OF ALL FILL, COMPACTED ORIGINAL GROUND AND SUBGRADES G CVAArrAZC77aV R' SHALL BE PROVIDED BY THE CITY AT THE CITY' S EXPENSE. RETESTING OR 4' ® t -- - -- 3 b A✓E.vu� UNSUCCESSFUL COMPACTION SHALL BE PAID FOR BY THE CONTRACTOR. r / O'faK' #Xor A•C' ~ rx/sr*W.cam/id / SVA. ito�oo ra ,ersf CONTRACTOR SHALL NOT PLACE BASE MATERIAL AND/OR SURFACING WITHOUT 7'rD 1t' /' �Y�MCNT (>o ,era/«��) .a vF�vue PRIOR NOTIFICATION OF SUCCESSFUL COMPACTION TEST BY THE CITY. M $ �. ,4 3 ----- d• WHEN IMPROVEMENTS ARE TO DE PLACED ON NATIVE SOIL WHICH CONSISTS OF ac0� 7b _ SM. 5""96.00 W 62,4ZG.00 f ooN5 !' r/o 2 � I •• I oo�-Eoo� STA. '>0A24.o3 7th 72 f14 03 A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL .�� 14o/• 1a 4 ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR f��, =.Oo!• __•_ _ __9 s•ooy DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY_ _ __-- - / -�"� _ /' /� s Q BETTER THAN THE NATIVE MATERIAL. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS �x/3r /k.C• 6' '�, / I ,txisr/t•G iE5 / ',� =t, i /, '¢ - STERI LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. /1�►' NT 3 S �VE,ME,NT SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. $T,�j ��/� j� '' /Qp STA, t7tao.00 To ,3/tOO.G�O _ _ _ �o STA. /3 82.GO 7V /7,AGZ.40 /xV. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE �� 3/�� Ob 34 * DOb sy =. r /91%VIA)” b , CONVENIENCE OF THE CITY. THE CONTRACTOR SHALL MAKE HIS OWN C,OyV Ptucr/01d _ -- ----- DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. - _ - _ - ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY — STA. �� -- LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED CON'JrjtiJCJ'�C3�v / `�' � O IN THE OTHER ITEMS OF WORK. 3 5 N; 1i CO/v5r1WG7PV Ax/or MGD•wee STA. V,67.SO To 75X87.So WORK SITE AND EXTERIOR STREETS SHALL DE IN A NEAT, CLEAN, RAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 7' 70 /�, UPON REQUEST OF THE INSPECTOR. r I,00 •/ 4 /•o•�: IV 'r-�r aoN&Pt"Cr/ON r t aauc�,�eo� /Z THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR Ts of STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO / f b' `J VARIES �':°D 4 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . THE CONTRACTOR _ _ __ ____ 4y5r, / -e bt/51' /LC• ' ArAVW �� IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE -- r1+��irtCNT 3 6 V W M ,fNT _ - J �� -_ ROUTE UTILITIES SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE ��t/3r it•c 2 PLANS. CONTACT ALL UTILITY COMPANIES AS REQUIRED. TWO (2) WORKING ,J 5 r/+ AN> 5;r,4. 3/.&"000 7D 54-A21,00010 all Gk t4' f } �¢ DAYS PRIOR TO EXCAVATION. / =hamlb y I 377-wer -- 4,1 THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE (GENERAL 15'M 35,44100STA, AV 4� /1z"1500 RIR 8 a ENGINEERING CONTRACTOR) , IN ACCORDANCE WITH THE PROVISIONS OF THE J`'TA /7�o2..3S 717 t0�2*!� T��T/ON i - - CONTRACTORS LICENSING LAW (CALIFORNIA BUSINESS AND PROFESSIONS / G / p ,� CODE, SECTION 7000 ET SEQ) AND THE RULES AND REGULATIONS ADOPTED $TA. 431E ZS'O� 1t7 SP�dt2.3S 3 s ��M 7 gr/�ucr/oN , 7 N_ _ _ W PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. y STA. s3,tot.3.5 717 69486.40 p �• STA. 75,497 A20 TO 76,497.1-50 Q STA. 6G f/0. 00 70 7rf467 SO / ® I srreEr (70�w/9"OV40) coft"TmiorlaN 4 2 tom- ----- 4 ,-W�: ,� ,n, 3 �! �/. Contact all utility Companies as r IV ` t Oor 7b S,OO 4 •¢ ��'ies SET •' E squired, 48 hours prior to � �l`�'srl«rION �.�� 4• excavation. Provided for your convenience are the following: t•oo — — _ - A. San Gabriel Valley Municipal Water District /5 A.C. i Kr. Bob Stallings (213) 969-2718 4' M Ze' / ' / •A.C. / rf / �� T G for Base Line Road construe /�•G '� P1'� ►rCiYT ri'� vT ��-- f '�/sJ' 'E tion 7,ro /P" p l'/v N1 3 G /rv�MeNT •� i/�3t S. General Telephone (800) 422-4132 s �' 3 ' sem. 3'�4ZaGt7 ro , 7*63.Gb - --- for _ INDEX N410. underground service � _ //I/t.5.010 7b //SfSY. D C. Southern California Gas Company (714) 529-2889 � .rro 2191 E. birch Street (714) 529-7070 ='�/• ^•G. f / ✓`' /25�4rogD 7'U /27�� Brea, CA 92621 _ — _ _ _ � �---� cbN-)r/ruer/oN v�'"�Nr 5 S /39�G6.42 Tb 14S,'/9 g N.TS. 3 I A. /4499.09 Tb /52,4GS. D. Cucamonga County Mater District (714) 987-2591 _� - - µ O� TA. /�0 7�0/417 Tl7 /69 /10.9 9641 San Bernardino Road / Rancho Cucamonga, CA 91730 CX/3J �•c � 7a' 24 / �* STA. �A 83 BtfPG.Gb TA. /72+48.34 2V /83405. �• ref. 16748 9.55 ro 4.97 9a, E. Metropolitan Water District (714) 593-7474 4q)l P.O. Dox 54153 57A. s,480.o�0 V ,7�-AD.G>b DESCRIPTION of REVISION Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 STA. M,4 Z4.00 7D Z3-A44 00 / 14 Coq 7ar-r/0N eoxgr)ruerl OATS ► 4 �R ,.ter. -�.�� ;� T o•,��' ., t' 4�, z2/w* CITY of RANCHO CUCAMONGA NOTICE :.COX _ 2 /g5 /2' /' CONTRACTOR SHALL VERIFY ALL _- -I '- = - - - _ 1D 0 '" �• 2 HAVEN AVENUE CONDITIONS AND DIMENSIONS _ AND SHALL REPORT ALL DIS- / G'rp K ►.aoy l'� /oo CREPANCIES TO THE ENGINEER �rx/�r A. - _ _ MEDIAN IMPROVEMENT PRIOR TO THE. COMMENCEMENT /y� ,vT ;r, _ •G _ _ t•ooy I � 4 = OF WORK. - - STA. 37463.40 M 40,40300 — / �' n' t4' FROM 4th STREET TO WILSON AVENUE j+`vc1 �y c' • �+ MSN APP OV E 0 BY DATE - s W Aza.60 M 05,446. 3 G CITY ENGWE ER RCE.No 92397 5rA 8Zf26.010 Td BPfV,OO- r DESIGN MADOLE A IA ES, INC. RE MM DED A5 ,4. //Sfsl. W . 70 //'4 ,27 _5.,(t. OF SAN BERNARDINO COUNTY k) - 5rX /6'2,4aff GID TO OONEULTIMG CML ENGINEERING QftAW N AND LAND MANNING SHEET W&N.MountaM5•�• UPLAND CCAUI FORNAve,s A»f1TN �_ OF 'HON?(714) 94G-2949 MEC KED RCE. No 14-W9' DRAWING MO• G7Y 0 E A&A zo./^ W FILE No•� • /07l ' _ RHASE SyaaT 2 Oq2syeerr coivsreucr ori '• o a A) BENCH MARK : >� ooN�r/�ucr/oNorr,��Ar Caw7,)T OC rloN ¢ CO/Js7uC7/01V � 5'1a 4f' T /tie ��, � clacv�rwt BENCH MARK NO.. 96-n • /_' GO^1sr/tt/GrJQN 7d /' 7'laAf' #/'rn/f , �, • _ ox/�T .4.C. AT THE NWC 0£ HAVEN AVE. i /83 l 4!! l'MJN - -- 5983 FT. 'x44 FT9TH ST- SET' I /'MnV -� Coco /tAVe 17/66/AK AC DRIVE PIN w/C.S. TAG IN TOP Iy1 05 /' ARlE5 ✓ / /' 7' /0' ! 2 2 1y1�P SUP �,t o.�o' MSN. ov rA-ZAY AT THE E. END OF A HEAD WALL / l�/t. V'►J� "/lt FOR 3-24" CMP--ELEV. 1430..686 I .f r t vi 2 //oy,� axro . o 2 2 �! -t°O 2 i s TYPICAL FEATHER DETAIL oo� /ooXm i eq, ,ee�ot. c !� crate �. 4 4 0. - =°s'✓• / �hx �•3/ •. ''/ ag/s • Maoo cry �� 1b j p r - p) ` era 069 _ E ' ��rf: _ /�_r -0J� CONSTRUCTION NOTES & QUANTITY ESTIMATES lim' ryc/s •/t.0 Iv�/9 . !►c ` '' / - _ / - 4FOQ Aq 4ff Il Oit/Ly UNIT T O T A L / ✓ae/Es r T ✓ �x/sr ^o �. e. /T N7 401 r 3 b rAvL�itt,�vT aj -- CONST. 6 A.C. PAVEMENT OVER 95x COMPACTED 11ATIVE SOIL:-.-•_- -_�_..._...._.._..--•• MN 70 STA. //8 7/00 7a /40,1 T/.GIS m. f /Sf STA. 2t4�/D.00 TO 22 *t0.00 577,47C50o7/. SD Td t Z*47.00 a2 -�-- CONST. ab'/�l!!t/. A� OY7hPUYraAW A�A1�!' AsT.�/Z }......__.._......._........... _.... �N .36 3754. Ss*d MOO --' 5 ,0 �.-�!r STA. 23.5*/la 7¢� 2 0-410.00 STI. MA4,0,04Z ,R7 _ . 5TA. /63*8/,GO 70 / 101.0/.00 .+rl� STA. 2:59�Z4.aID 7V �[ 9"4800 a-- SAWCUT EXISTING A.C. PAVEMENT _. ._.�..►....._ LF /�''�f874 LF C�o/,+UTPt4Gr10N .6' AV P/' 41D4f' STA• 2G�'l f6300 717 45483.410 7' � er/w�r/ow N a'• CURB ONLY PER CITY STD. 140 301 .. - .•-.. _.. ._.--. ---_.__.._.._._......... LF 14 1459 ¢ tiC?IRC�C'TlON a UC /� RIES 41IV �' �- CONST. ... _._ ......_..___..._.._..... , e' *, �N r� r Et�4 �b --- REMOVE EXISTING A.C. PAVEMENT:--••--...•-....~•--_......__..._..._�__._ ... 5 F :Bs, 726 / '�h' 2 •f'Tb a-- REMOVE EXISTING MEDIAN TREES. _ ..--.__..._..............._........._....___.. _..._.. .....__....._ -. 42 V /�3 IMR/ES r V, tt3' s'ro Ki � �s 2 1,17% Wisr A.0 = , ' / t /Ito• " /'MIN _ t� j► - .177 • Apt. erdkTr � iX/'/ •R•G. l 1 #jc/��' ^G _•- ' c. = / _-�- - I - � P/+✓ r P/►vlSMeSvr ,Cx/s�Mea QII�A �- rrr Aver. �� sra. tis�a',:00 7a / _ 1�°y-= I -��. ___ , . �. / (IST 3 s I bMe�vr 5 TA. t39*.9s, . X 3754. /t0•�75. 1D /tt �ZG.QO /t CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 314,-..•---..-.--.. ....-.-••....._.....-........... EA /O •*/1 S9 7t7 �ftd.S9 � SIA. 2 *�83.OID TO 2G80 73.AO 105.45 7D /�*J5.55 ,J 6 P/�►�C�MCNr @)--'AND INSTALL 3" GALVANIZED SCA. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE. STA. 7A&2-40 7V /��7G./.gf1EA A60 2' CLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES.----_•----•-••••-••••---••---•-••--•••• cor3TFucr,cN 37-.4. -f�tG7.Gb rU 2-f7*•�9.Oo ,STA. �12ploo 7v tt.7AOZQ0 snccJcr/opi - i ✓T,4. 37�8¢QJ TO Z3.�/7¢L!9 �- INSTALL FALSE CURB PER ALHAPIBRA FOUNDRY CO. LTD. NO. H- O O�t•-••• - ••--••--•• EA. 5 1 GO/1�t? /tllC JON 4STQ t�,47B7 � ��f�� 9'1r�7' �� APPROVEp EQUAL. SEE DETAIL SHEET 1. - 70 2 Ie r T 7'' lS czwsr. reAFf�C' s�,wc caa" �� er r/� ... .. ....... . ..... - - ---... ...... . CA /y VII RDFS /' 7' * p't ra *__caysr. �fito .SM rcG� cwt r),�.�i �� 'ativ,F-uP crfre �rA/t' sir- t... �F 220 a 'I l rrv�• . y ��es ¢ _�� ►9K/t3 I /' !cv� n, / wR• � coNsrirc�rlo/� � �• �' 2 / -- 2 2 4 2 l8 REMOVE EXISTING MEDIAN CURB F 2370 , G'a vir 1.73-/. sr M �s ex18r 4 / 4' r �X/sr �►sit ___ :ace X /�vEA1eNr '%i /ox ro r./1 y � STA. /t2A26.al0 Td /tS .DID 'STEEL D/4��/Q PLAT2= ar a� rj:A*r. cMeNr I .3TA. Z1 7*3/00 IV 2119�5100 2 2 4;sr AE IirR/ts •�usl�c aw S 5 STA. Z52 f V X 7a t54 ei9 DO /,s T. cotta ewar. " 3 / STA. //9*30.27 7V //9*6.7.84 ♦ 5TA. Z684-7300 M 2 70*43. SO STA. �7to9.09 70 /�9*9909 STJ4. 255 d4f.Gb Td 256419./3 Cfi a /c�o►� � � (�o /��ayso) - Airs P. /E 7' r t STA. /G9f/G.�S TU /6�f6�t.G�B f3ey ii i 1p /f" Q r)7XR5D(AP/t2•-!/�� C!/i APS° mm 6TA. /iV!*58.34 70 /72 5448..3# 3.so 4 �r 3754. /6N5 A.�9. SS Tl� /87 f 89.SS 7' � -tA •- __ e' f.4cE 7b �/�/�i� :/�5��- _ 4'� --_ /• a" .SG/rs. /rC.e/NOEO Q�✓E�i NATE r.L�S f:aa /� l / ;r-;-4- ('CI7-,r • '1� /' M�I�I.PO/NATE dFK cor�es<L. ✓x•717 30/ Ma*/F/EO�► r3 s /• E IK- �,o�rJ'r� .\ • / 1Y M �02.G10 TO 23�*�DO tet' . e� sills /cover s-o cc,� i!Mr-�' 7 57A. M ; r G t4 4 r 7V' - s4 DETAIL ..A« Iluttrs -t•la?C / i n coN�T/�ucr�oN ;�.. _ • /o' d' A. /� Ob /304 Gt0 � � / I z - �s• s•>a 4' /t ry 23' �/ /�� ® Mme/O[AMD )FARM ¢ � cr/�/ f � � _ Awle / G'�J6' /'M�v wQ. s//t �'/kE-41P 4eWff M� w,ZAT _ P!+► lir ,� s ETI/LIt str cL�cope c "=.�e - j��,,-�- STA. t10 X35.A�Ill 222*S .40 R t �v rs. I t J` b FALSE CURB DIAGRAM ssc cineR�IrZ I �•� •�' /o' � _ - - 1 i I MCNT 5 / J w 'f l s�v ME,p.cit/�D O �L LI N r UGT 4'J /�'/ (la i!,[yvlOt/60) iii Ex/.sr� ,a.(�/ter /E5 / J L M /►.G. 14' ��% _ �,c' NMT a atom �c400 9 cl m- ��`� ry piPA/N 7 T t. h 2 •� 2 STA. to 7!.00 7th f0_4, �•00 SrA. /�X84.00 70 t/4 f 36•' 0 /t' / Jfr � �� -~_�� SECTION A-A Wes L / . ;...., 4s. .. i`Z coNsrPucr/ON f 2 �+vdMeNr 3 5 --- - 3 r>vIr ^ ' ts� 4e TO 2'4d�s7al� /00 b �t 3 ` �+>xl►+r,�r t' 7' 7 3' //' tAs- t�: '� 3 3TA. /.30IL .40 V O.A,,ate Gt0 ARIES X74 1, / t �� _ --_ -�� '�� Tr � L c�r�LCr/a� /o - �ey� 4 t•,r•, 3 s �oNsrnr/ole , r STA. 222 00 7b r23�•,f5 i" ►��_- - - --- :STA. 2524 .00 m t52f-Jdf ' r^4 / FX/5r, ^ G DESCRIPTIONof REVISION GATEIAPPROVE G L �r1+vsaAlv7 Pkv r 5rA. t03-A DO 2bIA80.00 t °O'�`sn"�`r1O" ' �,��' Ute �� CITY of RANCHO CUCAMONGA MIA / s f' 2 � ? srJrucrcoN '�c .s' 7' ' -r t'�lli' ' � 2 5 HAVEN AVENUE ?,x z 7 Mw• M��.', To Q p�- s � ,��,� s /sT Mia. - MEDIAN IMPROVEMENT rx�s/ /• a.oVs :' X11 IF AP&ICAMO' �L�c/ ' -- - al � FROM 4th STREET TO WILSON AVENUE r ,T APPROVED BY ATE 8-z6 17 M �� 3 s CITY ENGINEER RCE No 22397 STA. /3314► 42 779 /'G*-/t .4sp ! yrs y, _ + IM�tiEs sr, P^te r 574. /6/*3/.09 Tt3 /tt3*8/. DO 3 5 ,a�cvrse 57A. t490-29LO 7D PM 7J' -to A DESIGN MADOLE AND 17ES, INC. REMMt / • _ _ JI STA. Z23*49 00 TD ZZ4*/O.G10 OF SAN BERNARDINO COUNTY -5 --_�1 STA. 2390.74.00 7V Z39*95,x SIGNAL LOOP PLACEMENT DETAIL 5 ,� -- t --- - _ ---- - -• CONSULTING CIVIL ENGINEERING �T- lr �V j $TA. 257400.;50 M 258,147.87 - - - AND LAND PLANNING / DRAWN 1345 N.Mountain Ave.,Suits 106 SHFE T 1'1+► ,CNr _ 57.4. 1159* !X� W t43-#'63,00 2 � t �ZD UPLAND CALIFORNIA!17>s6 2 OF 5;W /0 W 00 7V /,3 ," PHON�(714) 9 -2949 MEC KED RCE. No T�S� DRAW IN G N0. C?Y 0 TE �. zc /-*07 FILE No � /076 -- A S� - SyF T OF 2 sNEETS• P14 II �. t BENCHMARK: BENCH MARK NO. 96-3 ' N AT THE NWC OF HAVEN AVE. S 19TH ST. , 44 FT. W. HAVEN 83 FT. N. 19TH ST-, SET DRIVE PIN w/C.S. TAG IN TOP _ AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430-686 M _ O N +. 0 / d 4 o ''1 1p rls11 _ `' • �• U m 14 dd > ! ^ V U It, O - p N p b ' � - - -Ft A 01 i I 5 r 4 - o PROFILE ' MOR. F s 40 - - - F tVERT. I~=4' O l 2 3 4 5 7 8 9 /O TOUR TH STRrET• ti II SU �- t $ z I g � m maw We'-- Wd, -- �aM -- �Q, -- Wa+ -- we. - Gs• 9 ly or Gs+ W Gam" G'+ o s o - — ct - -- r CON'TrtLtC�TION r r�0 00•/0�� rW -- - :. N b - \ 10 - I --------------- - - -- - - - - - - --- -- - - ------------- ---Ivo/•36'>'O"W ------------- -------------- ----- �� I 5 - -- ---- - ---- --- _- too 0�6 ��. ` 'b'� �� ,¢ L � �J • = 1� — —s49M w — /, �., U s,�.. — e. ter-- o � �, :� �4j,wcu7 L.�NE � A 8� � IV y I I I .- — pwaw /T2_ 1o^, v"G/•r p~+ ••~ ��+ p wV I T IZ. � Q. o CUAVE QA7 ; O `t L T ® /r S5' 90*.�' 1'I' 3t•rc' COMTRUCTiON liom: D E S C R I P T I O N o f R E V i S I O N OATS PPROvE . �-- CONST. 5" A.C. PAVEMENT ovER 951 COMPACTED NATIVE SOIL. CITY of RANCHO C 2 CONST. 4V' M/�/. AC. 6WW,4Y eSFF FE,471,F' !,'TA/1_ ill) �-- SAWCUT EXISTING A.C. PAVEMENT. HAVEN AVENUE a-- CONST, a" CURB ONLY PER CITY STD. W. 301. s N MEDIAN IMPROVEMENT a-- REMOVE EXISTING A.C. PAVEMENT. �- CONST. TRAFFIC ISLAND FLARE PER CITY STD. DO. 314. STATIONS 0+00 TO 10+00 boo' INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE APPROVED BY ATE 8-zc 87 sins ?fJ AND 2 CLASS 315 P.Y.C. SLEEVE FOR CONTROL WIRES. • CITY ENGINEER RCE.No 22397 DESIGN MADOLE ANDA SOCIATES, INC. RE 91,�Q4 E E JD OF SAN BERNARDINO COUNTYfc.•.r� CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 5" N.Mountain Ave.,Sults los G+r� uA 91786 PHON�(71)I 94G�0949 ' OF HECKED RCE. No /¢ 4 - DRAWING N0. q7*Y XT E �► _f- /!f7 FILE No 07c j� BENCH MARK: sENCg MARK NO. 96-11 AT THE NWC OF HAVEN AVE_ i 19TH ST. , 44 FT. W.. HAVEN i 83 FT. X. 19TH ST_, SET N DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A READ WALL R L= ` FOR 3-24" CMP--ELEV. 1430_6e6 o 1 i ' INN _ - - , A c>; HL _ ^ 8 m \ \ wow . 7 ., Q 8 - At - } � v PROFILE - - -- 4 -' i : t-- - } � � 4 t � IT � - - - - � - - - - NOR. 1 IN40 t t t VERT. I z4 /0 I! /z /3 /4 /5 l6 /7 /8 .4 /9 2p TR�I��/�14K 81- 4 '' 8 = 3 '1'11I M0 ., S I ) $ r � 8h 8z .% % S. f-A k w R N� ! I ! --�-- ___.mow � Y 4j 5 L/M/rs ar�w�cu>•[./,vE ` _� Non•�.' '��' ~ 3 5 K. 4 t� - - -- ----- -!'� t 4 44 ! 4 - - -- ---- - - - --- --- - --- - - - --- -- - - - - -- ♦ - ------- -- - -------------- - - -- -- --- --- --- -- No/'s6'2o•C 2pp•°6" , i �wruT L , � c Jq .9 Lows _ - lit • w w iV r IrV W — I �3 � $ y CUR Ve DAT^ : L T O n 9+041GO ?b SO.GQ CONMUCTION D ESC R IPT I O N o f REVISION O/ -- CONST. 6" A.C. PAVEMENT OVER 951 COMPACTED NATIVE SOIL. GATE APPROVE a-- CONST. OV' ^9V Ac 4WAve4Y rrEF- �,4 PS-M4 5VEErt) CITY of RANCHO CUCAMONGA •; a- : SAWCilT EXISTING A.C. PAV'EMENT. HAVEN A VE N U E Q� ---- CONST. S" CURB ONLY PER CITY STD. 190. 301. _ a- REMOVE ExISTING A.C. PAVEMENT. MEDIAN IMPROVEMENT 0-- CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. . 314. ' - ----- STATIONS 10+00 TO 20+00 @-- INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE ' AND 2" CLASS 315 P.Y.C. SLEEVE FOR CONTROL WIRES. APPROVED 9Y DATE B-Z4-07 /.� INSTALL FALSE CURB PER ALHAMBRA FOUNDRY CO. LTD. NO. B-40 OR- GTY ENGINEER RCE.No 22397 APPROVED EQUAL. SEE DETAIL SHEET 2. �-- COAISr. MODIFIED 3rD. (CU,PB ONCY) �t30/ `FW '�A�P/!/E-UP e&W OLrMll-'' SE/T.'p. DESIGN MADOLE AND CIATES, INC. RE COMM r La DE OF SAN BERNARDINO COUNTY �,c•,.cv CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING- SHEET 848 N.Mountain Ave.,Suits IDs G♦F � UPLAND PHONj(714) 414G'9!94qoF t NECKED RCE. 140.145014 DRA INr, G. Y D TE r1e,& 2010,87 FILE No-46`7-77v P14A 5 E 1T - syEET .5 oF42 swEvy BENCH MARK: DENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. i q� 19TH ST. , 44 FT. W. HAVEN 4 83 FT. N. 19TH ST. , SET • N a o DRIVE PIN W/C.S.. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430..686 I—A — tN. �h t— ^ V � o 7• 4109k S? Q Lol- N K - " '1 ^ — h "° N — '� O '1 w -- - _ _ Nr 1 101 —t- _� o- a o 11L s y 2 g ?s I 04 f an • - _ le _ p - - - - 04- - E! y w-woo Vlcrk) -- — PROFIL-TTT NOR. Is 4VERT. 1 84 20 2/ 22 23 2y1 25 26 27 28 29 30 3/ . NOTE : CONTRACTOR SHALL SALVAGE ANY REUSABLE � TN `�r�f IRRIGATION EQUIPMENT TO THE CITY, INCLUDING 13UT NOT LIMITEDAND CONTROLLERS IRRIGATION HEADS, VALVES, N V 14 X ell t �� aY�ar• h.c.i•r+ve*l,�+vr .�� _ I t=�-----------�',�x�r��rr�______ ______ W16- �• rya,. .=o moo 0+�r UNe Exisr. W N oo io 2g - o0 5 r N - - 1V io _ _ - ....... - 4 i. �! a` /4 A .�� 'd z � 4 avAT40Y 2 /Q - oA s - -- - I- - --- -- - - 3- -- -� \l It N �> Oj _____-- -T—===-___—_____--__�✓ ter. ---�_ - - ---s---z -- /------- ------- w,rL w'°., — — — W„�, w /T = -------- TY wpuX�c�i G[I/C� W,Q�-- Q .. u fia�� I I g Q q �wi rc,s aN ,oiicTr/oiv �� i3c,/'wo, wirH,fxisr g I I I) r�ON gx�r�• c[1/SVE A1T� a O R L r © 1r•O3'4t" t'0`•`e' GO•?'' '5O•"" DESCRIPTION of REVISION CONSTRUCTION NOTES: DATE APPROVE �-- CONST. 6'` A.C. PAVEMENT OVER 95% COMPACTED NATIVE SOIL. CITY of RANCHO CUCAMONGA �— CONST. d V'M/Av, ,4C OZ/E/PL,4Y -rsEE RwplcoeRw lz sgnrr r ) 3�- SAWCUT EXISTING A.C. PAVEMENT. HAVEN AVENUE a— CONST. 8" CURB ONLY PER CITY STD. W. 301. MEDIAN IMPROVEMENT OS -- REMOVE EXISTING A.C. PAVEMENT. a-- REMOVE EXISTING MEDIAN TREES. STATIONS 20.00 TO 30.50 aiF --- CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 314. APPROVED BY DATE A-tt-87 CGTY ENGINEER RCE.No 22397 DESIGN MADOLE A CIATES, INC. RECOMME E 6.b• OF SAN BERNARDINO COUNTY B.&-..w. , INSTALL FALSE CURB PER ALHAMBRA FOUNDRY CO. LTD. NO. B-40 OR CONSULTING CIVIL ENGINEERING Ord F_ ��L7 s APPROVED EQUAL. SEC DETAIL SHEET 2 . DRAWN AND LAND PLANNING- SHEET 545 N.Mountain Ave.,Suite ios 8- REMOVE EXISTING MEDIAN CURB G-jp•'6• UPLANDCALIFORNIA OR 2949 OF T NECKED •�-V%-1 , 4e-- FACE No �'¢ DRAWING N0. G'TY GATE FQB. 20 /f-87 FILE No� /07& PHA 5 E IT - swum r, ar4z silssrs I BENCHMARK: --� HENCE MARK NO. 96-D AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN i 83 FT. N. 19TH ST.., SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WAIM FOR 3-24" CMP--ELEV. 1430.686 O N i o. I V-1." - /o o _ — v g ,� o -79 .3 f N _ O9- 0 4 LUA _ TIE 1 6.9 --1--4- T .0 _ 4 W Oy J • 1� - �' • 4 _ 2Ilk- I VI 1p � W O � ^ O + Jjj v _ _ O oll AD !-411' - ex I I ` LELI j PROFILE MOR. 1"s 40a + — - - - VERT. 1»=4. 30 3/ 30 33 34 35 3G 37 38 30 .40 4/ 40 NOTE: CONTRACTOR SHALL SALVAGE ANY REUSABLE IRRIGATION EQUIPMENT TO THE CITY, INCLUDING BUT NOT LIMITED 6 11 TO IRRIGATION HEADS-VALVES, AND CONTROLLERS. rwnv IL.• rT'7 I STMEE T - a I � c c G ix/aT �/a �'1� G C *� s UNIre 000 r /0175 497 8 ' /aA/17 `av / A"Mom3 4 N a�• i' "_ c �r`ti4s ! ay�n44cut Line V. 3 �' / 0-1-1- - ow��Davy I"l 9✓' 6 - 13 210 J IVAn /oS EX/bT 18 ^l OO•/O'e+-w (- ci6.r/oN�To SEQC�`1Glf0� - T/oN (SbOEfknbrlg0 CO/VSTirCKiJ7QN� —_' - 'A �Tico --- ----- - ------- -- �- \ --------- -- -\ ------- - -- ----- -��/�--- --b------- ---------------------- --- -- ------- ----- �, 5 / ----- --- _ - — V) •I L doXes Irp - - -- ---- -- ,�� -- N o .3�,2O.w T. 200.E l4 �s,,wr �� I t`' - o C '� 4 Si+UT 41 0 w 4 /q�D•G3� � � s .i f s � '� � /07.5•)O f -------Wp ___ _w ((//AC.�Vf-Melgr w"° — — w"° w'° — w — &*5r cu/545!«rTr,�c w'� � 13 � g k�' cuw,� ,cKrA • x sEV 1v IrH � �' � � ��a srR�T T �1 ; O /7°Ot!'gt" 900,60' io.9b' JO.498' • ® /7'55'39" go#,so, cJ.°19' .'!t,fi' O /t• fO Y1 " C09,M' 1.9•3 7' tt. 7$ ' CONSTRUCTION NOTES: 6 0 �/ -- CONST. 6" A.C. PAVEMENT OVER 952 COMPACTED NATIVE SOIL. D E S C R I P T I 0 N o f REVISION � DATE PPROVE a-- CONST. Gtr!MAS Ae a$FRUY elSEE FE,4TW61N' !•�TA�C .-5W,FE7'2) , CITY of RANCHO CUCAMONGA �— SAWCUT EXISTING A.C, PAVEMENT. �-- CONST. 8" CURB ONLY PER CITY STD. No, 301, HAVEN AVENUE 0 � /aoT,� : (�M Brit, t�t so 7fl �• 3�r�s) o�� r� s oHo a -rox MEDIAN IMPROVEMENT i G)-- REMOVE EXISTING A.C. PAVEMENT. MEpY�N ��itND,w pn sx�r��c,,�i�ov G�— REMOVE EXISTING MEDIAN TREES S. sYST • a-- CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 3-14. — _ ______ ___ .______ STATIONS 30.50 TO 41.50 j3 INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE APPROVED BY ATEP-ex87 AND 2" CLASS 315 P.Y.C. SLEEVE FOR CONTROL WIRES. (F�-- ccwsr• FALSE al wg gr�JA4^mo- C vrR ww AVTA,C ON-QWAPr r. G TY ENGINEER RCE.No 22397 DESIGN MADOLE A A OCIATES, INC. ,e,e�� &-- REMOVE EXISTING MEDIAN CURB , �, OF SAN BERNARDINO COUNTYRE{� 'M�CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SN-EET 54'6 N.Mountain Ave.,Suite los / G•/`•,t'3. UPLAND CALIFORNIA 91M �O PHON?(714) -14G-09441 OF HEC KEO RCE.No %¢ DRAWING NO. c/TY DA E 61-f Ze iV FILE No /076 PYA— S E 1T v4 ET 7 ar4l� .marry BENCH MARK: BENCH MARK NO- 96-11 AT THE NWC OF HAVEN AVE- & 19TH ST. , 44 FT. W_ HAVEN i 83 FT. N. 19TH ST.., SET DRIVE PIN W/C°S. TAG IN TOP * hiV. AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 T I- M /V , 5 14 3 -. ca N ON• o $ 11 x - 3: Pw 8 - o g �. $ e� If -- � O +. lyk I i q14 y i - - O - P U �. O P T y \ - - - fQ - - -� v - y r. vi - - i PROFILE 0 tMOR, ton 40 } t - - - - - VERT s 4 i t 1 2 43 44 45 y 47 48 40 50 16/ 5 � 2 ,3 A/ � � Nk �/R R e/GH TH I STR45T o All low �a6 Of Ow6T �1.c. r�VAM,5Vr v -� i i T p ,tf Tc �� .. a 4 t'' ... �SCj'/O/d .C. U a 4+r z �^ A 41AVA r 41W .¢ % 1 5 �+wrur .wtit ( I 4 /0 '87 L/M/T!1 cr -� 3.11 - ----�,5 - - - - - -- - - - -_-- --- gi --- ---------------------- - ---- - � - ------ ------------ -- -� s.-- - - -- - sus --- ,---- -- - ----- 5' m ` 5/f.' Tw 5'11WC.C!T L/NE (y 3 6 ` r \� V ___� ^ =W,—o _ w� T /yr c�/Scs �Gu7ro/t—orp" a,r � ,�, CX�J', cr��,es f GuTT�Irw,,.—=___ �x/5r //w _ ti �/er. /`/pv O K•9b'�'9' 00,0.00' 0.37' cr.76' �c sTR,�T oP itoTEs CONST. 6" A.C. PAVEMENT OVER 951 COMPACTED .'SOIL: ? CONST. AV*MW. -AIC d AV44Y �S�E f Ar7vr AMIL AWAr g) DESCRIPTION 0 f REVISION PATE APPROVE a— SAWCUT FISTING A.C. PAVEMENT. CITY of RANCHO CUCAMONGA CONST. I" CURE ONLY PER CITY STD. 30. 301. HAVEN AVENUE �— REMOVE EXISTING A.C. PAVEMENT. �- INSTALL 3" GALVANIZED SCA. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE MEDIAN IMPROVEMENT AND 2" CLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES. 16 CONSTRUCT MODIFIED STD. (CURB ONLY) NO. 301 PER "DRIVE-UP CURB DETAIL" SHEET 2 STATIONS 41+50 TO 52*50 APPROVED BY ATE 0-t�-�t GTY ENGINEER RCE.No 223`t7 DESIGN MADOLE AND ASSOCIATES, INC. RE MME 5•,�, OF SAN BERNARDINO COUNTY CONSULTING CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING- SHEET b45 N.Mountain A",Suits los CLIFORNIA G.�",t�• UPHOND?(714) °I4G Q94cI OF HECKEO RCE. No %¢ DRAWING NO. clTy p TE AM w Ifn FILIE N0.417- X0710 P14A ES - of s .II' slvEEr 8 z 61mz r BENCH MARK: BENCH MARK NO. 96-3 -- AT THE NWC OF HAVEN AVE— A YL 19TH ST. , 44 FT. W_ HAVEN" 83 FT. N. 19TH ST.., SET DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430..686 Z /b av U a oG Ilk x 401 Zvi 0 - Q v o g ed J S. �. l! / ' V .• s N Y ° $ c3 Q% 4' 0-10Ns, ed • t t PROFILE '' MOR. Ion 40� tVERT. 1�*4� 60 53 %54 55 56 5 7 68 59 6p 6/ 62 63 6� HUM,60L T A VENUC h I;► . .. Jill Gsil �� Or'Jil A\ \�6' ^ III . / •� '� "� .�J111�C3ilT G/NC 1120 Ap • �X REnno✓Ep) 0 GON5Ti UCT/ON N 00° /O' 2¢ "W V`_ r7+.--�'vsT• 71"�"C 1S16n1itiL � � ••-: - . ^ �` _ _ ... .('... _ - - - '� ` -_ -- li \j t'- --- - ' - ,�S,S----- ` -----------•----- ----- ----- --- -Jc•-,� ----•-- - --- -- -- --------- -- -------�lt\ `------ ---------------------------------Jc1t"-- � -- - ----- -- Jr, -- -------------- ---- ------------- t� --- �N Or � YI wNf_ rl s L t \ r , — _AL___ a� w I VEis v r 10 Its e �,� -� (I I '3 �AT�1 �, �' ao ao ,�r1,e R/w RSR Raw O ,00.00'00" 700' � It K"-f0'14j" "•00' 45.37' ".M. CON5oR NOTES : DESCRIPTION of REVISION �— CONST. 6" A.C. PAVEMENT OVER 951 COMPACTED DATIVE Son. GATE �PPROVE a-- CONST. aid' MW 4.C-OVERLAY CITY of RANCHO CUCAMONGA a-- SAWCUT EXISTING A.C. PAVEMENT. HAVEN AVENUE �— CONST. Of, CURB ONLY PER CITY STD. N0. 301. �---- REMOVE EXISTING A.C. PAVEMENT. MEDIAN IMPROVEMENT �— CONST. TL*TlC ISLAND FLARE PER CITY STD. 110. 314. T STATIONS 52#50 TO 63*50 /3 INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE ' AND 2" CLASS 315 P.Y.C. SLEEVE FOR CONTROL WIRES. APPROVED 8Y ATE r'Z�-�) �-- CONST. .sra (C'MOMMI-Y) AV JAW ol 5/02vr'� GTY ENGINEER RCE.No 2z397 DESIGN MADOLE AND ASSOCIATES, INC. RE M D 5r Q• OF SAN BERNARDINO COUNTY eE CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 5" N.Mountain Ave,Sults 105 A 91786 G-r. UPHONj 4) -14GPLAND �Q949 _.LLQ OF NECKED RCE. NoMfl DRAWING N0. cirY p TE / FILE No.En' /076 -PHA 5 E IT - SHEET o oF42 sys srs BENCH MARK: 0 - BMCR MARK no. 96-3 AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVER i 83 !T. X. 19TH ST.., SET c9 DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL 4 — FOR 3-24" CMP--ELEV. 1430-686 o �, 6• _ — a —— -1ID �. r A _431 ^ p O a n t3 00 INN kb lip - V ` Kv _ L p P - -- 4: ; Of Iv - - PROFILE - - NOR. ["a 40' ` - VERT- 1~24riL I--- I . I __ I I I I I J - I I - � 63 6�f 6� 66 67 68 60 70 7/ 72 73 7� 7W5 rrY SIXTH sTR��T �'��►+ � a Jolor. ^/M r `ex/sr. ^/w -- -- FZr h-c•P�+�,�NT ` zolp.- • 4 E , e+ ^ y" A we co Ns uc on! �� - - ioo• /0 2 " W n - - - ---- ---- -- -- _------------- ---------------- - ------- -- - - ---- ---------- ----- --------------------------- -- --------- -- - -------- _ -- -- - ------ - ------- — - - - - - -- -- ----- - -- - ----- -- y ►►Gur 4/NL 6`• ` /3 Gs„ i� Gam, =37 Cs• 6s. — Gs. �. (� 5 y11� t 1 e s s t 11 _ _ — — — -- ____--___—a.____ ____ • L__.. we OAST • ' — w°. , ►vgT W w axis/: cvica w 8 A.c, IOAMAICIV r N 8 S CC/RZ/�E ,Ci1T�1 o R T O /,C•40'49" !oS•00' fs-87' t!78 V CONSTRUCTION t1CrI'ES CONST. 6" A.C. PAVEMENT OVER 951 COMPACTED NATIVE SOIL. a-- CONST. AV'�.�a 4 TR14Y eS.EE F�'4Tft� �a S,W.Er 9) D ESC R IPTI 0 N o f REVISION DATE IAPPROVE SAWCOT EXISTING A.C. PAVEMENT. CITY of RANCHO CUCAMONGA r 4a---- CONST. a" CURB ONLY PER CITY STD. DO. 301. s )REMOVE EXISTING A.C. PAVEMENT. HAVEN AVENUE INSTALLCL�,SSALVAN315 PZVDCSCSLEEVEs STEEL LCOPIPE SLEEVEEsFOR IRRIGATION PIPE MEDIAN IMPROVEMENT a— CONST. 10010/fD STD (IC*44d7 4ltCY) AV_j" AL-AV",0X1•!r l/J'C!/R�$�'ir"'•�f�T Z• STATIONS 63450 TO 74400 APPROVED BY 0e DATE P-Zt,-07 CITY ENGINEER RCE.No 22397 DESIGN MADOLE A SS CIATES, INC. OF SAN BERNAROINO COUNTY RE MM� �0 CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SNEE T 549 N.Mountain Ave.,Suite los Q G•r; UPLAND PNON?(71q °14G e9�tT 9 v �F t t HECKED RCE. No %� pg AWING NO. _ ciTY 0 TIE agif4m FILE No. 7 /076 PYA 5 E suEET>o p 2 wFsTs BENCH MARK: T4 ' _ - . -- . BENCH MARK NO. 96—D AT THE NWC OF HAVEN AVE. A - — t — 19TH ST. , 44 FT. W.. HAVEN i 83 FT. N. 19TH ST: , SET i DRIVE PIN w/C.S. TAG IN TOP AT THE Z. END OF A HEAD WAIL FOR 3-24" CMP--ELEV. 1430.686 t t - - - t-t ; t 'LY • °° + - - + } } -�• } -- - - - - r - - - j t + - - — + t - _ - - - - - - - - - t ltlz 1771:-4 01�. t f t t : _ - - - t f T- V117 } 1 -} - � � - - " - -- - I i , S I , • i t ' _ -- . - + - t ! t + v �. ; t : ( r /�. I - - { j f } T- PROFILE T t H OR. 1 840 t t VERT. t 84 t 1 Tf 75 76 77 78 79 80 8 I I CONSTRUCTION NOTES: /a— CONST. 6" A.C. PAVEMENT OVER 95% COMPACTED NATIVE SOIL. ` CONST. CIV',,VJV AC. OVERLAY TWRLAY rSAW AEAeC OETA/L -*ATrZ) SAW EXISTING A.C. PAVEMENT. CONST. S" CURB ONLY PER CITY STD. NO. 301. REMOVE EXISTING A.C. PAVEMENT. axe 00 aver _CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 314. /rs� e/ d@@ I //Of•fe M. A"vaCur ,uAe •Icy yti arc,.a/ �. NOt'K7'917�1Ar n. 1 ---- - -- --- -- -- - mAtSr. FALSE C[R8 Ari►l4 W4F aVeW WC lWTdc 4V.SA'E&T2. r TVFF 1- 1 N 00' 'W d _ - --- -- --- ---- I __----_--__ /5 t'A+VSr. rRAFF/G 51SAIAG COO,' AW AWrQ/G dV S ST = - -i - '-,',s'I. .. _ _.. ,�, .... _ -.• N5T/'CCJC Q LJ 198 96G= A Cc' l 6`" �%/s) Cox c' `c -%wcUr L/NC /1".4 rc- AM17W Qr V ~ __ _ -At L 1 .i x l 4;7 �� (� XcuTT� f EX/5T /t/W 1041 i II • AlIA0 0' cu/Tye zKTA ' - ARR (1 OW f�� T E 0 /C L T DESCRIPTI ON of REVISION O 17't0'tS' f0*,90 ' /.n ' 3/,rO DATE PPROVE ® ! • 03' fr' &*'-coo $0'170' 80-Gs" CITY of RANCHO CUCAMONGA HAVEN AVENUE MEDIAN IMPROVEMENT STATIONS 74'00 TO 79+40 ' APPROVED 8Y DATE R-W07 CITY ENGINEER RCE.No 22397 DESIGN MADOL A SOCIATES, INC. �Q►� Ep OF SAN BERNARDINO COUNTY -*M •� CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 540 N.Mountain Ave,Sults 105 UPLAND CALIFORNIA 91786 10 - OF PHON?(714) 946-Q949 ml F--T- HECKED RCE- No./440/49 DRAWING NO. y c�Tr ATE o to ifh FILE No- 1076 P14A SE Ir 6"E5 T // of 2 Sy&rS BENCH MARK: WIMN mm 190. %-D AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN i 83 FT. No 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF AHEAD WALL FOR 3-24" CMP--ELEV. 1430.686 s frOUR TH 5TR&,E7' ; r t `' 3 II V+k o�. O C sC�LE /"'9'0' 8 J S II . � � l � 3 0 � op I' I o f� 1 M Q ISI V r -- -- -- or. !e/w � /��• , war W yV "� !N W go 57 r.� s ., 1,N- 2 -- N0064!�3f_� .7,.mm � -J-- -- - - -- Iwo coNsTl�t�TION Vol 00•� --;� -- - - ��• �. ------ - - - -- - - - r V - ------- ------- - -- - 0,:3- - - ----- -- - oo - :� i sem. yl � N 6 tp' W � 1 —s`r• w � 5�s�� s'�--I— e. :)---.mss —�—.�.__ I - --- - - - - - - - _ ' O •4- I-�� ,pVv� T - w,o- w,0. ✓h.c. v�vl�Nr wp• —� ,�,p I w -- o#' - fii o o� cuRv �►rA s s 0 'F mQ V /71 S5'Jr" 2t?f ao' 63.�' 3t•t�G' � N *011004* 7X.4•". "W <. AW" AIWAW 406E Lhve F 6TR�,E 7 `k �! r � Z3 m � � y � g J t I Q I r'. ►� 3 /'LLE :/"=moo` b g �, , JU W g U 11 t�4 I I , � Tr �r � � QIP � � 11 • � �: � � rx/sr I�/w __ _ � __ � G`• Gc• Gc" —irk iy \��` — ___ __ _--__ I /►.c• /T1 v�NTPv _ --- .tle• ----�— 1—�— • -- r 11 WAD-" p w � L/M/T3 r �/Ne - _ '-� --- --NOD'+�'sf•L _ ��_ - -- ---- - ------ -- ---� ------------ ----- ----- -------�--------------------- ' AV rE _ gy -n .:� .._ .... _ .. .... ..._. .._fit .. ._ ..__ .... .... .. _ - - • �1 w � r - - _ { - -- '� /� �¢ - - SAit/O A57'Att CD/t/fl/CT//V ' fXlS7!lt/ 5' STi+P/� F OC - - - - - - -- --- ------ -- -- --- ------ - - - --- --- - - ----- --4F-- ----- ---- --------__ - - --- - --- - - =J-� / -�--� - -�- 1 K; /1/0 F/LL f - - - - -- --- - - - ---- -- - - - - - w 0 36 20'C 200 0� _ "wcur PR�S/c.IY�7• RPM S . _ _ . 304 1 W -- -- �X/✓T /��yV h u w r DESCRIPTION of REVISION a w DATE APPROVE 1.4 a CURyL� QAr^ : W CITY of RANCHO CUCAMONGA T 0 3,� HAVEN AVENUE Q o ® /7 G5 JIy tof go' 63•�I ar,tc �§ so0- rft.4,v1/T/ON FORLAwE L/N63 MEDIAN IMPROVEMENT SIGNING & STRIPING PLAN f APPROVED 8Y ATE t-u-97 CITY ENG'.NEER RCE No22,9n �j DESIGN MADOLE A SSOCIATES, INC. _s.8. OF SAN BERNARDINO COUNTY RE�� 0 CONSULTING CIVIL ENGINEERING DRAWN ANQ LAND PLANNING SHEET f 545".Mettntaln Avo.,Sults i05 uPLAND PNONE'(714jFO�NtA2�148q -30 OF CHECKED _ RCE No �¢� DRAWING NO. c/ry OTE E ,�,O to,/fd7 F IL E No 1076 pHA 5 E ;a BENCH MARK: dIM V h v =14CS NARK NO. 95-D _ .9/X TH 5Tl't�er 2 AT ST. , 44 FT..N. RAVEN VEN sC /••¢o' � � i 83 FT. M. 19TH ST. SET 8 v �� e $� DRIVE PIN w/C.S. TAG IN TOP y 8 a 8 I I 8 AT THE E. END OF A -HEAD WALL $ Z Z Z FOR 3-24" CNP--ECFV. 1430.686 j'IxlJr 1�/w -- ' -- �` N e�, � ; \\ -�O � /3r lC/w 171 I 8 - �� T • _71 w C gr`AXAP1' A C.�1 CvT �— T �� —�— ==�'ItX�s� G✓�cp��/TTt,� —____ — /—____= f 41A N i� 341AVrs 0/v CO&W low" /v 00 /O 24 W + N �• . I � .�.�' �` -�` .�'' -1..66=� - �"` ; , I --- JO <, gam,• /l < ._ ,.1- "� EX/9 j. CU�(5 �G�1TrF,Ir--- W�° - - ' V G j �° - IV 10 lop 11� • `--�—w"O=�E 667 c(1R��pv r�.rt==wp,__ a 15r R!w -- -- O o r 0 v NOM: (tip srt. 29 rzb rb sr+• 37*9t h 2 �, U Q •!�' � (I ( I I I g 2 Q a r /COW OP AX43, Z'01^• TICEE5 t9 r� 5)mrav. v �,r�+ C • CLlRUE �Q°1Tf't : /D:! TR•�t�1/3 4,y E06E 5Ti?/PE Q � �� y Z R L T )E Q O /7'6$'39 t0¢.50' GJ••� h `� V ® 17.43'4e' �f•Sb' c0.90' so ", l 3, �N C rwrlvr/ET 5 eeT • � W Tf� 8 3 J I� I II I 0 rxlsr �!w & AS;r "'�./�� f ►v r/r+/ b` w — — V�' ^r • 7�� V S +`• ,{ / i—-- fir I ` —. •• . \ - -- --- -------- - -- -- - --- - - - - - --- - --- -- - ----- --- -- -- --- -- --- - --- ---- -- ------ �_ ----=may=�=---------- ----- - --- ------- --�=---- -------- -------'^- - - - 1 0 fJ :t.t 6n Trcn > �J'T-�I —— -+I— ~ ^y/�w�cur L�nfc — y — — —— — — /!U srH1Gu7 L/may - / ; ^OVE/CL.�,Y 5 �'Q: ma=r• a -- � - -- - �- .- - " " -- - -- — - — -- -- - -- .- - - - -- --_ - - - - - - - - gto!��irV 1� C�NSr/VLAi, a/ _ - _ T JT -- r-� '000i,4n/ CA*c 0 R5E .*M*0v4ED) �av�cot A�Xes � ` �or'r� aO•ea �� - -�-- J` ill - - - - - - -- - - �, _ -_-_ r _ _ a � ' _ - •"3b 20°ry -200.0 �sr+tr /Ne 3-I 5 C `� r /N� _0 h S } c' 4 W v,{�i�f Ve-M,EN7 W/O -qw ,o" - Np• _gip __=w,s= -- --- ------- - -- - - - -------- - y I \ �I N . CU, �,E ,U'1TA w � 0 ` .�3EVi�lV Tff Orl`.EE 77 O �7 0.� q� rr� 60' co.go• .�b.ce t�� ® 17. 66.5',39 r ro¢.660' G.9. �t7:/ 71PAM3 SO0� 770+AIS. PM LAALm LAW5 d� LWE � Q /t' !e'�9 " 2O�.o�' �s•.37' tt. 7l66' � -- FOR EDGE LM � � � i � ' �lb *+ i Qy - DESCRIPTI ON of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA O 'R NO rz : MOM ej7k, 97�►sa m �t. 07 r'Ji) 'W'" °�O"r. OP- "� 0 '`�"�°"' � HAVEN AVENUE MelCY/*N /�rNO,wire "mr. /I�RI�c/l roW sysr". MEDIAN IMPROVEMENT SIGNING & STRIPING PLAN AMC: APPROVED BY GATE 9-:9-17 SANDBLAST ALL C0AhcZ 1�'l�G E'X/ST/N6 ✓�looIN49 CITY ENG-NEER RCE No 2215,97 MARK/�'S AND RE/�JOI f R. P. Mr 9 ANO �/� DESIGN MADOLE A OCIATES, INC. RE M( I E OEPREss/o�vs. s,� OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545N.Mountain Ave.,Sults i05 uPHONE(714)LAND Fg4��A2�f4�► �� OF CRECKED �! � RCE No �¢Y DRAWING NO. CITY p TE FILE No l�ZL7L /076 f .F . PRA SE - SMEEr /3 OF42 99EErg �k BENCH MARK: p v BENCH MARK 140. %-8 AT THE NWC OF HAVEN AVE. i 19TH ST. 33 �s �- � � � k 44 FT. K HAVEN u sc�c G? •- o' z 5TIe ET �j i 83 FT. N. 19TH ST. , SET 2 o' ` s , 2 DRIVE PIN w/C.S. TAG IN TOP -� .V 9�! g g J 1 R Vf AT THE E. END OFA HEAD WALL SQ FOR 3-24" CMP--ELEV. 1430.686 t `er�A9r. � ry � -—=_-__ __=====______- -___- --� _ G f�A'a6 of EwsT ,�.c. v4 T _ -G c -- — -- -- -- — ^-%qW r Iii —}-- / �2 1�r+wcuT uNr \¢ / I ! I ---- - -- -- — — —--- - ---� - - --- — - - - / � .• ..... ... .. .`.. E�Ec�'.< ,ti Oo• �O 24 � w i_. coNs7,'[uG Ti0 1� _�_ _ - - . . .: — _ _ (-0- 70-7= \ / T T T �►'�� r5r d� � W - - -- -- --- --✓ /5T c�fSCS !Gu7T —wa — --_ _, \ w�. �•% wp• txrsr. cu�c3 t GuTT �c w•• wb" rc. hex/sl t-w, �� t UA TA y 1� II f� I� t 4 W i 1 lu t� '2•quo '49" ros,o0 45.3?1 22.76' t rbc 5C^ C/A TR 4:E T N. v � b Lh 4L kk W q HUM, OL T 4 ®� Awl J VENUE r , a �XJ5T. 3 R h E LAVE' W �. �v �•�Y � ' , LAN Ill W lu — I Ex/5 7- At,"W - G r f.�C�G4i Or'Ex A67' VI x �' 'A-c O//GLS -�►---- -'lr'_ 1_--T -- / Ad --9r-----`---T � firlr-- --�------�� -r-3i �. /, A 0- • 4- * _.—'rte, EJ.-�—�— - `� T/O/v N Jo° /0 , 24 " WZ.— — — — — — — — — —— — — — } ell } _ U �. 4 •— w� w�• - -N `t/�" ✓ A.C.,op^v mc1vr Wd We" Wg" — we,. � �2 I C(tRVE DATA • '� k 6 o L T uuU C k. 4 O �•or�'00" 700' ri 99' -- r ` . IN IN 22 78 N ` ' 3 3 O DESCRIPTION of REVISION PATE PPROVE I Aa _ o telzr s.��, CITY of RANCHO CUCAMONGA --_�PF'C/SIL SIGN �l,T1�iV NLY t HAVEN AVENUE NOTA` MEDIAN IMPROVEMENT SAmoeu r .4LL CO�t/FLImIl a E,t',CmAv &TRIP/r�S' SIGNING & STRIPING PLAN ,pEP,RESS/D/�/$. APPROVED BY GTY ENGINEER RCE No 22397 DESIGN MADOLE AND ASSOCIATES, INC. REM E E S.Q. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545N.Mountain Ave.,Sults i05 jwX/ UPLAND CALIFORNIA 91786 =' 2 PHONe(714 �t�-2"►4� OF CKECKED FICE NoMell' DRAWING NO. GITy pA E ��t//M1 FILE No -m- /071 P14ASE 1T - sN��T i� oF2 stirs BENCH MARK: BENCH MARK Ifo - !6 n AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN N DRIVE PINW/C.S. TAG IN TOP INAT THE E. J ? END OF AHEAD WALL FOR 3-24w CMP--ELEV. 1430.686 . o TWENTY S/xTH �A '� o u � � � � STfz,EET ,�♦ � r 8 y LMIL LWff 04 AM ,tt Cr CX/9T. t /arae Cir ..r a �. ^ -- AN -- 3 g -- -� cur GINE 9 -- — -- v( _ — J 3 5 F !kqNS UG /ON / / t4 0c W 20o i I 4 W - - - ' '� _ coo • /o' 2 ' w _ - -- - --- - -- ---- -- --- - —- - - --- Q I _. .. - _ -- - -- - —y _ _.- ✓ __ ` .9 -- -_-.- - ------ — - -- --------g - _ - -.. - _ _ ___ - 5 - � --_ `- _- -- i----`�-.yam -F- -- - 8 =_ _ - cc, ~ _ Vic• -- — 6s- — \ Gc• -- 3- 5 C�• 6� — —� �� _ G� -- --G`— w_—� — - V WsT w� wa �Cx/5r, cvw81 cr c• PhVf�bj w'° W06, w e 6utr�rc N `� I ex/er A/w g g v CURy �1Ti°1 2 o R [. T �*NO 0'40'41" 909,00' 4-5,37' ter.76' X o II w ex IS,. jltIw sxpr. e4ue OP AX/5T NOt p'*0'W /t' /�"/ / �'1►�Gc/T L./NG a I ' ` ^ ....._. . � � 71 OO t 'W 0c so A c� c� �_ x/s , c'x c' c' � 2 1Ai /MPRovGM��-PE/'� s — —_ G OW6. NO. SA�/DE�CSl'SILL CONAL/CTIN6 EX/✓�'T//� 'r7ii'/p//t/G sAwcu r ume ✓ rr•ic ►� LAM/TJ CY h - Or /9 9Hf.Elb H�VEn�hVA. ��• v 10 1WRk/NGS AVAO RE=MOYE /�PM. ✓�' �/�/p f/LG O`'+T�r �' i MEO/^N 1AM/TOVEMEN r&. a�E /5r• � `�— w E�.P�'SS/ONS. Cv ` r ^/w � / V G ex/5T /m/w DESCRIPTI ON of REVISION CITE PPROVE � - CITY of RANCHO CUCAMONGA -�c�tve >h _ �. I P ;cr� > , ' , I I i I il HAVEN AVENUE ° /t r $ �R�ow �OuTE MEDIAN IMPROVEMENT O /7-10'99" �'so' s/,x ' %:w to Q n• OS' fe ras.tv' w.?o' so-cal SIGNING & STRIPING PLAN APPROVED BY DATE *-Z,6-87 GTY ENGINEER RCE No 22397 DESIGN MADOLE ANDASSOCIATES. INC. R�pM�, 3. OF SAN BERNARDINO COUNTY w D CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545N.Mountain Ave.,Sults 06 UPLAND CALIFORNIA 91788 PHON9(7 4) 94<.- -0`149,�e/ OF CHECKED RCE_ No �_ DRAWING NO. - - CirY p fTE AW,9, FtLE No - /070 P14A SE II .. sffEET /5 oF42 sti rs gv- GENERAL NOTES BENCH MARK: , CoNsTRucTioN 1. All work shall be done in accordance with these plans, the City of BENCH MARK NO.. 96-B Rancho Cucamonga Standards and the Standard Specifications for Public 1# 7V Be �l AT THE NWC OF HAVEN AVE. i Works Construction-W5 WITH %a/d 87Ad/rfiov. Contractor shall be familiar �t with and shall be responsible for adherance to these Standards and � g' 2 19TH ST. , 44 2''T. W.. RAVEN i 83 FT. N. 19TH ST-, SET Specifications. 7' DRIVE PTS W/C.S. TAG IN TOP • I 4m - ' � / AT THE E. 'LAND OF A HEAD i�ALL ' 2. All pipelines or substructures of any kind, telephone or power poles, /&oy •¢ 4 FOR 3-24 CMP--FLAK. 1430-686AM water meters, valves, fire hydrants, etc. shown or not shown on these )o �,ps. plans within the right-of-way limits or in adjacent areas where ¢` GD/VSTiPG�TiUN CON577CUOr/ON VA_RIES / /� /9c,� 2/0/ improvement work is to be done shall be removed, relocated or protected 2 /o / NOTE in place as required at no cost to the City of 'Rancho Cucamonga. • 3. Any contractor performing work on this project shall familiarize him- 8' ,�� tf 8 / 7?;ro 2.6°� 70 7.0o r. / 6/ self with the site and shall be solely responsible for any damage to _ _ SEE SHEET 2 FOR QUANTITIES & CONSTRUCTION NOTES existing facilities resulting directly or indirectly from his opera- 7' tions, whether or not such facilities are shown on these plans. 6'ro 6' / _ 5TA. 97489.00 70 /0/*09.00 • 2 4 /�3tYeM,�N7 I 3 5 ,,� Q• 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 4 /,00 /toy ra E A. /oe,,_g oo TO /oe?,egGb oivzK Department prior to any encroachment or construction within City of x,28'/.-2O° /•00% 7) r• f•/,X Rancho Cucamonga easement or right-of-way. $aiol�.rr�Jit Sha/lbe NO-FEE". - _ _ t•ooy 2.00 - � _ - - - - - STA. 93 x-08.00 w 954.98.53 /3, ,GONerRucnoN ��P �¢ 5. Cc.,sfi action sfiakj� will!z Provno�d.by file Ci/y o/'f�x�e&CgMor/9a of � 6, - _ -- G, 0/ys expe�ce. Slakes Wi// hw amide Vs �esr� cbnfix�•r`br 15T /t'c / / / l ,�7V51 /t,c , Roao v '� �' vcaeNr P�v,EM,F.,+�17 4 9 4t 17,�•ae t/irih ' o r4�/ i�1 -v+a/.5 6sub�acf r� f/je goprvva/o,�' /✓ie 3 IN 14 3 5 7' GO/v5r1"UCT/oN ----- /' 8 ! Er9ii�r. Cops/i-ucfic� slbk�s Qx/�ninfs un�scess4r/%y ��y� or desfi-oyed by //ie c fiz7c for wile/L� -&-see," ai Ca�> cfv/s �x�ense. STA. O 6.00 T e-A 4100 TA. 9/-00.00 TO /O•ASO 49 � 4 I 2 STA. // 3 00 D /3*82.00 TA 23*44.00 7U 25 / / • AM 6. All sewer, water, electric. gas, phone or other utility laterals, I' YAR/�5 ro 2s/ mains, or crossings shall be constructed prior to paving. 2 2�•. : SAN /2' _ N - -'7. Compaction tests of all/.// cow�c�ao!©ri9irrv/g�c�u�cli�su i2xi/es s/i4// 5 1cucTjoN •/ - - - - YAV T 8 I H Ib /ref � I :STREET ba /orovro'ed by //je cif'y of 1'4e •Pefss/i' or a rsa ski/ 2�� 7:ro r / a cfio s✓a// be nor �r 6 �'o.�/i'ucfor. Ccvirrn�r ahq// no/ ce AR. 4 'A'� • T - >' eoNSTiP!/C'T�o�/ ✓ _---- - _ / ve�Mivr brise rre�q a/ �r�a'�or ,svr�'a�i wi�ioUf p•�i4v- rofi/ic4fion of srrcces�ri/ 3 y compaction las f by ///e G'i 4' 7V 92 A✓NUE et NKen i��rCrr�e�rfs cV f+° he #Faced an �i we so// ,�i� eo4sis fs o/' q /2, /. Gx/yr �o.euic,�s ' r°'rte�6' / OX I, A.c STA. %O/f09 DD TU ,[75 t 09.58 1-mky mgfihria l, the sub,grade soba// be prePareo/ by remri� a// *_-ks (T° 0E P YE MCN r ,a u�,uuE which flvlov e ghom /he aw6-yr+�da anmd a// Voids civ d sS/ons �a// /ES - be with 4 /ii�e �grrrde moria/ a a Qcxr/ity f�•f fha,7 die lnlive o• �' 't �NSrI'«T/o /STN �U . /1147�r)'4� 2 ! •• - /00•,-t0°X �, 4 F00•. I STA. 90f24.o3 To 92�i4. 03 /l' T /� 200•• , 9. If-1he a a# CDncrele i5 yb 6� aced m r , �' ='pO • - � ��R/ 4 ----- � �' � �9 aa� a sbi�.� sleri/oaf /.28 ---_ - _ _ 2� re is fered .1 e F P, A, for ase coder 4.C. and P.C.C. shall be zlwhlorm/ - -- 9 . by j' cx�Ksr/evcT/oN ST,P1-Er �J gppbed of /he oana&cfarer s recommended rte yor the lull pa✓e�enf ' _ W/dih prior fb laving. l 6' TO Z.¢' / YAlP/E5 / I 4 R/R /5 C.x r, h. ,�x/sr j. -�>b 2e % ,, , i�y I2 10. Est4 mot- a taanf ilies is p1mid(ed hY the boyineer avt/y for the con- PI'' N� 3 5 fit✓�'" 3 5 "--- - - �Q veaienee of the city) the ConfrActor shall/eke his OA117 a/erssrrr/irt�ior/ /� 7'To 14 , o f cw6)k4tcfia7 eamnfi/icy �o� submi/iii a bid A irk o/' STA. Z,44/.QO TO 5v a 00 5TA. Z7t .00 To - _ - _ -_-- -- rerk reoell,-ed by f/,ese Ph+� wh/c!/ 1� � sPecificq y 1*6 40d i� STA. /3�82.Gt'� 7?� /7�02.G1D / oo.OBD /r 4 4 _�- / � _ ,o --- - �O the e6irlI' ale o/' canfi'f�es sfi4// f� ca^5•idered crs inc�'� i� 140 2 , /� 7b ,�ru5j,� •c• / �9 ST,4. 3/X00 00 7V 94 AZO.00 y other item o�irk C<w5mucT/ON _ _ ----- 11 . Work si•le and exfarior• mels &hal/ be in a neat, c*csn, howrd-rree, •7' /Z' - - - - STA. IX,4_54.03 TU /09400 Gfk/lCf/ o orderly sfti{ia, throu•9/iou/ corsb-41ction. Site s4a// be cleaned upon I Co'. / ,5 �- -- , f request °F the i�Js'peclo'- CON5r1wCTlaN /, 4' 2' /' ,c 7-• 18 � O 1 f. The existence sad /ocafdn W ar uraa�rgr �ufi/'/y P/,re6 or s/i-4rAires ex/5 MCD,cc! T ✓CMCNT 6 / �•Y o4 / r 5 A. 72 O To 75,-87.50 a eA � av/ -Mese P ons ire abs reed,6y Q search vai,hb e gore,. � � / (TO,ss�*V40 To 2Z' -- --- of Awn v/edge fire qre w eri5, i,V ufi/i�e�s exce�Qs s�w�/c�fuse P/gns. ca�frnc�i� �Qvir�o� yb f aka d�pr ecAuf*,O;r Qsares rb /' 7 7 l �¢ �} 7' ro ill /o/"or�cf r* �//r/.mss shown OW 17,1/Qr1y offer /iM or sfrUcftires hof sh0N /•oo�- 7b I I !O° OP f//ese P/-9176. Co/r/vcf 4// vti/il co��ilies 4.s ��a/%ed, hV0 rr)w0�XAP 1'4D •� 4 /.00% ro 2•od� z•oor• I I C-00 oo/vsj/evc�/oN ✓ �5 / 2 days �r/car � ex�vafior/. .0 '� _ _ L�' /4 Aoo�. TO /3• 7J,� CorrfiAc - sfxi/ ssess a C/Qss ('03e /L i�7 -f Z -gc7b-)7 / _ - -- l__ l ✓A ES �5 I /o' S3� 7a t°°7% 4 /'9/�% ac ca�^ahvace w/f f/ie Pr v✓rs 15 Of e rr>Pacfr�rs r e S Qw ==__ _ _ _ _ --__ �w91 /+ c ,t /s7: Ac / 9 i - - - Are�w Ca/i�or17.ea �si�sss 4id fh�fi�ssiQr/s •ode, �c liar/ � Ef )vAd rf -_ I',,✓ v►cNT 3 fYCM�Nr --_ .. ru/es Qnd re9�/gfio17s 4rdo oleo, �wIlwa�/ there% of / fi/ this i f / �r c/5� h.c g /' n __ - /s c7u/4�'ec1! 3 5 P/+vCM�Nr 5T,4. -34/ 00. D 34�ZOOO 10 rl Q4" I r° �'co' 7b T-y zy °• r 401 arxsEr ---- - _ 5TA. 109.,A04-00 177 CX/5r,/1.G• � 5 G f3''V,�MeN7 , f` c0N5r"ZUCr/oN k� a,TN N- 'r. I05:9 M95 M ' / 5 75 0750 TO 78 7,50 4' ar. or STA. 8.50-46.00 TO 90,,Z4. 03 cu - VA RIES VA R- IES T14 5rA. 9.5*89.53 7L' 97,'89.010 (ln^6 IMA"OV wo ¢ coNsj/wGrioN 4 2 2 neaa,F 00� Ia /0' 14. Contact all Utility Companies as required, ' 48 hours prior to =O°� 3,00. -- t C°NSrP"crloN ,•°o X 1aoo7.'7a 4 ray.lb 4'�` excavation. Provided for your convenience are the following: t•ooy _ 6' 4` -- _ A. San Gabriel Valley Municipal Water District eX/gj A.C" / � ,exl5j. �.G• t Mr. Bob Stallings (213) 969-2718 ¢' 127 et' � - / / ,aXISIr/�.G• l g Prov ►CKT / /•AV"4gr for Base Line Road construction - �g 'rt'G• l /'�veM,eNT 2 ,,/�•. 7'ro /2' /' P/�vMNr 3 5 F°0 B. General Telephone (800) 422-4132 (714) °J86-MiS S 34 AZO Lt7 7D 37tru3, _ 1.47- for underground service Q ✓A .STA. //Zft5.00 TD 11-5,-51.00 Foo ra 2 - C. Southern California Gas Company (714) 529-2889 /,y c. / G' 5TA. /2.5,•4+•00 rO /27,'70.00 2191 E. Birch street t•O°� P/�v,�Tn Nr STA. /.39f66.42 TO I45�-/3.59 (714) 529-7070 Brea, CA 92621 __ _ __ 2./g•• , �--� COH6pcu /ON 3 G✓ I D. Cucamonga County Water District (714) 987-2591 _ - _ 0 -4 STq. /6 ?�O/40 7ZJ /69 /10.9.5 9641 San Bernardino Road / �4 Rancho Cucamonga, CA 91730 / AXIsT A•C- 6' TO 24' / 410 STA. 71 95.83 TO B2f2G.6o STA. /7Z,448.31' TO /99 06, �5 *lAveMSNr 1' - - 574 /67A89a 55 ro le7,-8x.00 - E. Metropolitan Water District (714) 593-7474 P.O. Box 54153 SrA. 5,'80.00 TIS _14-00.00 Los Angeles, CA 90054 DESCRIPTION of REVISION F. Pacific Telephone Company (714) 999-5639. 5TA. ZO,,Z4. 00 70 Z3-A44. 00 colr5jfrucr/oN DATE Lpppt GON57'JcUCJ'/ON �ozlSr. AC' 0'r5' 4' T� 22' /# 22� CITY of RANCHO CUCAMONGA /•oo X 7a /%►v,� e/vr 4' To 2Z' NOTICE 2 * IA_ 7'T0 /2 ' /' CONTRACTOR SHALL. VERIFY ALL CONDITIONS AND DIMENSIONS s0,--,40 / HAVEN AVENUE _� JL _� ,Q'PEQ PA(/EMEiVTOYFPC,4y '--� / g 7' 7D /O / 2 /' ✓,Ii2/E5� - F 7' �' '°°'' '°°� MEDIAN IMPROVEMENT AND SHALL REPORT ALL DIS- CREPANCIES TO THE ENGINEER ........ .._. s Q(/)Zp L/M/r L/otic Of ,4C: O!/E�CCsIY CX/5t /q !`> 4 00 y /.zo7'• Ta lo• PRIOR TO THE- COMMENCEMENT f'l+✓e/►'I�lJ7 3 b �-- - - - - - - z33 OF WORK. --------- s 54iAL�UT L/�t/E - _ - - _ - _ - - e� g 4 _ _ -------- = 6"A•C ov- G'OMFX�ICTED/V,4TIvZ STA. 37*63.00 Tl> 40-o,03-00 C 7th 24 ' --- - �.; _ - / - FROM 4th STREET TO WILSON AVENUE /q+vc, Nr may, c'rn 2.�' �l�r APP OVED BY - DATE ag �- srA. a2Iz6.00 ro est46.00 3 b GTY ENGINEER _ CE-No 22397 5TA 92,IZ6.00 7p BPfT�oo'-`OrVcy DESIGN MA AND SOCA ES, INC. RECOMMENDED 0-5TA. //S'f5/. 00 R7 //9��.27 _5.16. Of SAN BEANARDINO COUNTY 406 STA. /%Spf�,00 TD /5585,OD i CONSULTING CML ENGINEERING DRAWN AND LAND PLANNING SHEET , 80 N.Mountain A",Suits IOb t 5•!6• PLAND PPHONO(r 4)9,4Gt z9� r / OF NECKED RCE.Na M&1 ,DRAWN 0 tip. • . F/7 Y p E ea,120Z FILE N o -77 .5 /0 I . P11A SE .1roo�z, SynETs i P coNSJ�ucT/oN coN5Ti�uc r/oN ¢� coNsr/ruc j/oN it00NsT1<UGj/oN D/ � BENCH MARK � . D ot�Rt..4Y c"D a,4NE ', 5 TU /6 7 /2TD23 TO BENCH MARK NO.. 96-B /t` �/V✓r/ T/ON / 7D t /� 7'�,�' 4�'`'t' AT THE NWC OF HAVEN AVE- & 'To/¢ I , _ _ - EX/�T. A.C. 4, 1/ /E5 ►¢I,Q/f5 Z3 2.3 - _ 19TH ST. , 44 FT. W. HAVEN d, a l'M/ . _ & 83 FT. N. 19TH ST.., SET- COLO PLANE ExvS7i/�G .4.c. DRIVE PIN w/C.S. TAG IN TOP Vf1R/E5 /' YAR/E5 ✓R. V / /' 7' /D` / 2 2 V� I ✓AR• 2 /M/� YA,P 7` VAR. COLD 0-140' M/N. ovE,PtAY AT THE E. END OF A IAD WALL //`y To 1 4 v S� FOR 3-24" CMP--ELEV. 1430..686 Z.70•, sx/s • 2.00•fe 2 2 � Go.eo�T° 2 � 2 / TYPICAL FEATHER DETAIL c p '' Pb2 • I �{ °� Tom jae. M Cu�)1,:7rb X� CTa a Md1/ED - _ - _ - - -- I _ `F- , j'•• _ i�� /�•� -�/ • CONSTRUCTION NOTES & QUANTITY ESTIMATES / ✓AR/E5 lr Ax/57:A,c• &xl5j, A'c. t ✓ C. -� - l✓ / 4xl '- - -- _ -___ -- - __ , , -- FOR A5'� WL. P�v�MGNT �9+v�MF-/�t / f� g , h,c. I / Py �" 0 �/ UNIT TOTAL tx/sl n,c• P/�v� eNT (� T try ,,�c. YAK/ �x/s /+c �w5 A� /9'►»N7 3 S /3+yc \�I v KT 3 5 PAS r p/+ T fA AYT /a--- CONST. 6" A. C. PAVEMENT OVER 95% COMPACTED NATIVE SOIL:...... - -- 7b/V /,409 SrA, //8,'71400 rO //9 7/.05 3 5 STA. 3t 00 7Z7 /51 3 5 STA. 29,f '/0 40 TD 226 Z°.DO 57A_ 5017/ 50 TU Z Z4_4.9, OD a2 - CONST. o•/O'NIW A.C. ON,� 15 �-P�.�T/�FX DEQ'/L .fi��YE� -_............_....... Tpl� 1727 ST�t. /53.08.500 TO /5Jt85.23 _- STA. /34,1-0,4Z TO /.",0'66.42 grA. 235*1000 TIS 23 0-00.00 2a COLD PLANE EXIST. A.C. PAVEMENT PER DETAIL HEREON .. . .. .. . . .... .. ....... S.F 90,250 ' 5-rA. /6'S�8/,G2� TLS 167,00AOD � STA. 259,P4,00 70 2 9f48,Gb �3 ---- SAWCUT EXISTING A.C. PAVEMENT:- _.._.._---_.._.-.__.._._.._...............__........._....._......__ ............. �,F 20,1110 �N�T/'t vcT/olv 4777 A6' STq. 2G3 f 63 00 1'77 2 183.00 � N9T/tuc j/o/v - ' 4O•-- CONST. 8" CURB ONLY.PER CITY STD. N0. 301:-�SPEGIALCON57Rl,�TION�•••••~••-•••.••" LF 01, 737 COn/57RlJCT/ON V 4 701¢ /2' , 7, 7. � N5T/�ucT/a� 8' 4' VAR. 7' 2't7D/6' O5 -- REMOVE EXISTING A. C. PAVEMENT. SF /03/ 9/5 VAA19r5 VARIE5 /, ' 2 2s v / 23 5.TO 1/o v/ue. G�- REMOVE EXISTING MEDIAN TREES 541^7 2 I'MIAt 2 a7 -- REMOVE EXISTING CATCH BASIN AND PLUG AND ABANDON EXIST. C.M.P:.............•"""••'. EA .3 / 2 3►•• • /may ro /'M/N q l•/7 • tc/sr./�•c. 2 /• csro To p�V�M6N7 g I - .. •� �-- - . .-,_ _ - - ' /.Qp , • i i -� _ Q.t8�- 3.331'; dx/5J. .c. A+�/E5 - _ _, . P/+v r Pf►v�ME�r 4 ,cx/eJ *WO. cocc . STA. Z/.T�-9400 7Z� /7A3/.CYC Ll A /&0�-2� �I - /. 3 S V RlF I (i vEM�Nj eeNsT. 8" eb"RB W124" eb-11TER PER elTY STD. NO. 393. 5rA. Z39f9s 7G 006,067.00 _ _ �,, P,,r i r V R/ / P�ly9lr. A. STA. /20 L 75, 55 70 /22 xZ6.00 7-A. 25G 12J./ e57,4D. - STA. /4S�/3.S9 7U /46 028.59 sr 1 r / 3 /2 CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 314.- ~ - - -eAr 8A S �,ylV�,► nr �w5 ' � STA. 2 4-83.00 TD 2�8� 73.40 _ STA, /831.05. 5 72) /�1.95,.5.5 coNSj�ucr/oN STA. /J7t8ro.40 70 /f9•o-76, /.3 3 5 Pkv eivj /3 'elA96 �W�VC/ZESOGEE E AV.4 LCc x A1 ES/.P,��AT.EOiV P/PE ANO 2%:" S STA• 2 7 /2.40 TI7 Z2900Z00 0 s�euerlonl ExN sizE) t• STA. 7��Gb 7?J Z390 7¢ , 4' lb ZZ' conctiTi�ucj�o^/ 5TQ. 58-A47.87 Tl� ZS�f93GYJ 9'7277' 3'TD ' 7' �Jr 0-W5T. TRAFF/C' 5'/GVAe �DOP f'�`R Q�TA/C fIEREO/V - - - EA //4 ✓AR/F5 /' z' /' 7' 4'm,4' 2 /•26'� ' VAR/ES {+�1R/FS VAR /0't TD73 a--CGWST. MDO/F/�D STD. ('CUR$ cwz Y)*-401 PES 'QR/(/E-l/P Cl/RB DETA/L" SfIT• P..._ L F 330 ro ' ' V/+R• ✓ �K, 17 EX/ST. P4/LL BdX Allr( LEsfO-//V ` I'RES 71) ASE O)rOTEcT2O /it/ PL.4CE A-0'1 � /. •o Tn/d5 •• ¢ �'b5� ✓/�R/L"S IyjyC. /' /•60� Tb 2 /' ¢� GONSJ'RUGrIO/ CO/USTRUCT/DiV AVP oWe-e �X SW4LL BE �PA/,5E.0 TU /SLA�VO 4FA 4DE... ... 4 4' / �Xl�✓'r/4 G g l`}S% AXI • A_C• /73� � 3T MOO.c xA5 t c8 '. P^v� N j - 7 ( /� ) �o V 3 5 • ' /'rb 28� l`ro/6' % box Toe./g•• I y�% 3. `'` G 1a7�G' \ � Qlad• •.• 1 N 44FETY fLGYaC �Y,47Z� fi//D�GEtiS STA. /t2 X26.QD Td /25140.010 --- - ✓�►� /' /' urle• __ _ _ �,i, /b STA. Z17�-3/00 70 Z/1J f 5100 2 2 �><1yl/''� VAR/E5 ��x/5l•,a c• � G,�.� ¢` coNsr�uc jioN ( 3 5 P/+rPr�vT 3AF LxI'4/n/ /6EE L�iA/L DfLariV N STA. Z52�-�A� Td 2�4�d i9. DO 3 5 't�, STEEt. dALT-t PL ATES 4' AD 2' / Al STA. //,17,49027 TU 1110,10-9.64 STA. 2554-84.X Ill Z56-PL29./.3 'yob IS AE ��A Aa Como ew5r' s-o I' /ES 7' ,r4' /' STA. /47109,09 7Z� /-¢8 -99. 09 [To ,o ,ce�rro%e~o) 57A. tG$�73.Gt0 T2� 270143. SO - P. .C. CUR �� OW 2 SCUTA. /69 /6.95 Tb /1091-62p.08 f�/'�; I � 4 II ��i /f" BATTE,�ED�AP/liE-!/P� CU/�B 2 VAR/ES v/A. /70�JrB.3''1 Tb /72 �'�C>.3� �'' e' FACE TIS Z� f1 -P�SLOPE SrA. /8599. 55 rO /87 4-89,5S 7" - �, -- --- -- - 4'm 14, rte. �,. � S4/G/�.1TL y /�GYJNOEO e. � . coN.gr/cucr/oN �yyJ, h c. AR/ES r �' -r - /'�` G M�Oo/POiVA FiF + I• /!a 2.00 • ¢ 9 /•'� . ._ /► P��r�r � � /rr .s7� .3oi Mai r�� 3 5 / STA. 2Z9�2.1.Y> TD 2351/0,00 T . R=t" 8iXi�iG �c EQ x'o r �A� 1� y-o"cc,t A.0 G, 70 Z4' 3 5 Vwel�s R. Axles , �' _ DETAIL "A" / A457 7b Ta/( f� CoNsr/�ucT/oN r• ' 67A. Ae707o.Oo ro /xvil91o. � l / / r pA 4 /Z ro 23' �'�� /` wnrf:11•Ot% /b _ M�D/AN 15�D NOdlZ HfTitc �tRnr1r,0146neucJ/oN • .e�/S 6'7n/6 OrQ/ l�f�C!//PB • � Gi . _ .�a�' - , PI*VZ 3 VAR. VA�. �ET�I/L TD elE 9,L✓AN/ZED I1 ¢ _ •r � -af STA. Z20035.x)v 2ZZ�S ✓�R 2 nirs. I FALSE CURB AGRAM srErzc cup a�TE sysJ. 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DESCRIPTION of REVISION PATE APPROVE 6 4 pAv�M�'T � ooNsT/cucr�oN a�Z3' � 4`Taif6' cuRe o� �P � I STA• �o f 'a° >� '0�8°.°° 2 �R. CITY of RANCHO CUCAMONGA V . 4 Sr�ucT/oN 2 2 , z V6 /7271 .s' HAVEN AVENUE /.00 T �. 8 /1`1X,0 MN. MiN• Yr4/'c• 2 - __ ��'• '� r� 2 9 _ • _ •1• ��°�'° '� MEDIAN IMPROVEMENT VIA IES VA les IzirS 9 co /85y /�s / x/5 _ ' /.lb =X/5r. MSAC ,4�,5 i f �- _ ° 4 /F AP&/CABLE s _ 3 y 2 / 2 _ _ _ /0' 6' \ FROM 4th STREET TO WILSON AVENUE _ I _ ST,4, /33 +9'6. 42 7th /364-0(./42 �� f �ssRlFs 1r �jt G V R/ APPROVED 8Y ATE ag �7 g /5j�� /r,�� Ewsr / 3 5 p NT STq. /6/<3/.D 9 70 /G3.0 8/. 00 •� a ' /� •. '''�'v2i`"f 3 5 �,drti✓c�/iSC; STA. Z49�Z9G0 0 250 7/ GTY ENGINEER RCE No 22397 n i •'-2.0 = _I SrA. 223�490o TD ZZ4t/0.00 DESIGN ©LEA D ASSOCIATES, INC. RECOMMENDED 1 srA. 2391.74.00 rO Z39-A95,76 OF SAN BERNARDINO COUNTY SIGNAL LOOP PLACEMENT DE-TAIL 5.,�, � l STA. 257.080.50 Tb 258147.87 -- ---- - N.� CONSULTING CIVIL ENGINEERING &v-c, /E G \� DRAWN AND LAND PLANNING SHEE T I�'VFJ►1�Nr 5T.4. 259048,00 Tl� ZG31 X3,00 10 545N.Mountain Ave.,Sults 105 5• UPLAND CALIFORNIA 91786 Z .`7TH•!. 20-AW QQ V 2/-54ZD.DO PHON?(714) 0I4G-2949 �F CHECKED RCE• No /'¢� DRAWING N0. . c?Y p TE FF5B. ?o 4*07 F IL E N o �L 1076 �. , T + -- - - - - - ' — - t BENCHMARK: K: f , ; t fi # ; fi t f + i i - -- - - -- - - -�-- { - - - - - -- - - - - - C$ MARK NO. 96-H f t I THE Nw RAVEN AVE AT COF - f { f ! { o ! { 19TH ST. , 4 4 FT. W. HAVEN 83 FT. N. 19TH ST. SET - t , } t ; { } V � � `I• � � � � ; c 1 � DRIVE PIN �//C S. TAG IN TOP , } } AT THE E. END OF A MEAD WALL - - t + t i } i i i i t - - - - - i i FOR 3-24" CMP--ELEV. 1430.686 ) ; - - _ - -- ♦ 1 ♦ , • ♦111 , : ♦ ♦ j ♦ 1 O '1• � � h • y � ; p � 0� - 1 - - - - + ♦ ♦ 4 f f 1 + ♦ ♦ ♦ 4 i ZZ J 1 1 • ♦ , 1 ; : } * i i { - - -- - -- - — ♦ 1 f , ^ l lZ ! i M I� tel' j j f ; j : AI le ♦ 0.pow 1 to I No of 1 - • �l mom _ T 1 .14 h N - - - rt �o ti �i I i i f I I T 1 , - - - - 1 • ' = + t- } PROFILE ; 14 1 MOR. s 40' 1 1 t _ VERT_ 1 Z4 1 76 7 78 7.9 80 a/ 82 a3 ARROW ROZ/M I 4 ; _j 4 Tw 77 /4'24"/V 1D_ GT/rPiv Mi I fie/ _ r _ /VO'/D'r4�'Iti/ D6 'GT�Av 97 Llj a 4 �� 1 B --------��'��1' 4 -��- 3 ��1,�1�� Z �cow�Ti�licw � s►4ltirUT u�/E 4 ,,��' 7 94 41 L, = =--_=sK, -- - - - - - - -.G -__ _— —_ - - - - - _-_--§ OF OkrWAY - - - - -- -- _ -- - - - - ,tea„a,-- --6 -Zcb•02 - y• G - _ - - --- W — 5A WCUT / - 1 fir• \ N //67”89 r1c. ' — 6 1171,77r.-C.1 6 6 k `A - }ste" /i�i.lo�a.— _ � S nN �`N GduNv G.Lv� �75.�s Z a 5 6�� ;, ;, 4 v [-A , - - SEE SHEET15 OF 21 FOR TRAFFIC SIGNAL LOOP INSTALLATION t AND INTERIM STRIPING LAYOUT. Lj Ir j L AVENUE ; HAVEN' _ 1 ; ARROW 9�T� - � vr DAZA DESCRIPTION of REVISION •4CE CW6. AV.. Std-/ d /4 L r DATE PPROVE } CITY of RANCHO CUCAMONGA CONSTRUCTION NOTES � 07:_K_�_NST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. AVEN AVENUENST. 410'A#W. AC, 4v6geAY 06E 4EA7#6r aErW/L 54,FT!)�._ CONST. SAWCM EXIST. A.C. PAVEMENT. '! 8 CURB ONLY PER CITY STD. 1�0. 301. srlt/AL .Co/VsrNmer/om) MEDIAN IMPROVEMENT a—� REMOVE EXISTING A.C. PAVEMENT. �2 -_�-co><rsT• TRArc zsrn><ro FLARE PER crr srn. >�o, 4. STATIONS 7 9.4 0 to 88-POO 15 40W.07 7X4ArC gh:GV* LOOP' A,e ele; 4/L 0_4WAeFT e. a0. cow Pr.Aw� ono'r�i.✓caeE.�srw.�c• aw sv�-.z) APPROVED BY ATE CITY ENGINEER RCE.N 297 s DESIGN M SSOCIATES, INC. RECOMM E OED moo• OF SAN BERNARDINO COUNTY u� - CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 545 N.Mountain Ave.,Suite los /� L.O.✓. s•a• UPLAND ALIFORNIA 91786 ! _ OF - / PHONY 0116) 94re-Q949 HECKEO RCE. No %�S7 —•–� OR AWING N0. �i'T--111-3 L/T $. i 0 TE FILE No. J L. SE PHA " SHEET 3 OF Z/ SAF.ErS #r .r - e i {{ m' t t0 - - - BENCH MARK . (I - j I EENCH MARK -6 96-B r AT THE ' NWC QF RAVEN AVE. IES 1 } T - 19TH ST. , 44 FT. W. RAVEN t � 83 FT. N_ 19TH ST-. , SET \ _ \ _ t _ t / .g,. TAG IN TOP � _� h� t T f � � t � �-_t t } t � � � { DRIVE PIN t�► C , -i -- to -� s i _ _ - _ AT THE END OF A HEAD WALL p FOR 3-24" CMP--ELEV. 1430.686 —. s - • } ? t - + t t t Pt ` / 7 1 ' ' { ; 0000i -- - i + b - - - - - - tt , It t JT low , n NN • T!" 4s. -►' n ^ h � �, �, � � F- - - K. \ _ :4 - - - � � - - I L —C.J- i Qls Ih - - - - O • _ - - t\ k - - t0 ►\ N \ - _ #rl CFILE 1 • T1 - ; s } } ; _ - } : ; : : i : i ` VERT. 1"24. I 88 89 a0 J/ 92 7 3 94 95 !Xo 97 98 J7 /00 2 � , It !' — — �p J/ r - �t 7� 74 W O'/O'24"'iY J6 0a 07 y r_. '1► _�- �- � "' GTlOW� �g A _ escarrs! �ACn7U lsf�LS - 01F A. G4 ��1 4 d 1!797! �,8 r. L/MiT O/�R iid�i� TC lies.�e�. . rc. a, 4 5 GOw GTiGW ��.,�«► , • 1 3 4 5 3 ��. s�wruT clvE _ l2 3 �T0 2......... _......._ ___.. aas.94 A /.e� 7i fs //aa_ fg -- -- -/ -- -- - - -s4wCUT Q.40 1 7-9.2o rc. -- - - ----- `. -- \ t\ --- //777 � 'in L. -- --- - G� GGN I� \ de // !l75.94TG. � (� A � 4.22 L• � � , 5 � 3 ¢ SAt�CUT G/WE ¢�yq�jy G�t'i1V0 L.4YF3 fr, — ,2° 7 k � -�— - gi2 t, 5 � v G LWE SAW�/T A Z4Aflr AF A.C. OWR4A 2 2a v b { i� \ . i _ -- r U K n AVENUE HAVEN IC C -� _ . EivTER OR. �'C� DESCRIPTION of REVISION ' GATE PPRO ) 60s VOW. M?. '32d-7 LS R L T 1 - TQ of 12° 40' ,50 205.00' 45.57' 22.78' CITY of RANCHO CUCAMONGA , . a CONSTRUMON NOTES' — _HAVEN AVENUE - - CONST. 6" A.C. PAVEMENT OVER Co ACTED E 'SOIL. ' MEDIAN IMPROVEMENT : 07-:::7—CONST.— 121l' /� ";#.C: -OvfaL.41 ,,saw *E,47?'12,e zr;p _ �1�Y t) --- - ---SAWCtTT EXIST. A.C. PAVEMENT. \ CONST. 8" CURB ONLY PER CITY STD. M. 301. (f/ECA4A >CQN.�TJ9Ms:'T�O/V� 4 STATIONS ' '. 88.00 to 100.00 �j REMOVE EXISTING A.C. PAVEMENT• _ IZ 'CONST. TRAFFIC ISLAND FLARE PSR CITY STD. M, 314, ' !3 IAISTAGC d SAL VA/V/ZEO SCM 40 S7Ef[ jt-&EYE MR /*,*/&4 r/ON rKc. -st�svE � cavr.�ot wliear. APPROVED 8Y ATE 7 a9/9� r/,OE ANO .7 CLASS J/9 CITY ENGINEER RCE.No 2239T NOTE; IRRIGATION SLEEVE LOCATION IS CONCEPTUAL ONLY. SLEEVE SHALL BE DESIGN MA AND SOCI TES, INC. ' RECOMMENDED CONTAINED WITHIN THE MEDIAN NOSE WHERE POSSIBLE. 3.a Of SAN BERNARDINO COUNTY 2a COLD PLANE 0.10: MIN. (SEE DETAIL ON SHEET 2 ) CONSULTING CIVIL ENGINEERING �3 RAW N AND LAND PLANNING• SRaT 645 N.Mountvh Aw.,Suit* los 6.8. 1. y UPLAND CALIFORNIA 91786 OF� • PHONI 14) 014G-eg49 'DRAWING ! NECKED RCE.No %4S/ DR AW ING�No. G!T•Y p TE l/G FILE No r {r - BENCH MARK: -- --- - L I Ilk BENCH MARK NO. 96-8 -- G AT THE NWC. OF HAVEN AVE.- - - 19TH ST. , 44 FT. W. HAVEN i 83 FT. N. 19TH ST.., SET' \ } DRIVE PIN W/C.S. TAG IN TOP } i - - - - - -- O • AT THE E. END OF A HEAD WALL I . } O - FOR 3-24" CMP-=ECFV: 1430.686 t , NIN 401 t � ti testi ! ? 041 R } t I \ - - - -- - - —+ - - -- - - - Ito I I iq �m Iri 1111 f lk lei } fa _ . . h •� �11► � Cal 4 -A?146 - tj -� ti PROFILE - L VERT. 1WZ41 ioro io/ /02 /03 /04 /05 /or /07 /oe /010 //o ,O-Aefee Ar:-,MMVAW, I '� rp r-zi WOO LJ • �- /o/ �- bt grow Gini �— 4 - 4V'/0T4/0'24 11w ias AV lV pp• p"/�/ �C77aV c.rn,� -_ �► 8 -- -- -- _ _ R. 5ACrr/J yg C "AAPS s -i - L,rM?of iK ovE,tL.4 T M i 'x- - - -` - -CD�/6TR[KT/GIS( - -- -- � �� o7:i� fs. > l2 J ,/ L/M/T A•G Ole ' 4Y ........ h _ isi•�.�rr - - y N / 4 _ Gbi�/�7RGGT/GW9 ' ---- --- - - -------- - wti. O �� c � _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - e` 2 - - �� - - - - - - - - --- Qz _.. ............ .......- -- __.. ..... -..._ ............ ....... - G• r LCL/Mir 0,fA YL?L.4Y /� 1 0�k r 777 W N OJtTf! D LA"OS \` 7 �6 d M - a �7. �~ ._ ,.. ,Z oB s�9�8 rc. I - -- - - - - G 5,4KK!/T L/NE -- -- - - - - -- /?/�4 Af 1Z---s-�.- —- 5 is.gs �s C A �_J 5 �J h r. ¢ 3 — ^ - - R �_ C7r!'.01"GtAr»�6tmt9!' 15 Aro G�. T 6 r r T 5 `� F T r sN T T �1 J �J f-! h J ' ' AVENUE 'HAVE N $ �oor�'IiGG tit vo. r z�15e6r OWS AV *00 D ESC R IPTI 0 N o f REVISION DATE LAPPROVE CITY of RANCHO CUCAMONGA 'CONSTRUc1TOrt NOTES, RLr _ . L , A /�°03 42- zo4.5o <0.90' .30.68 , HAVEN AVENUE CONST. 6 A.C. PAVEMENT OVER COMPACTED NATIVE SOI 2 CONST. &/D'�I. 01/6' eZ 4Y �SeO j& SHAFT t B /8' r 3'0-911 3 SAWCi7T EXIST. A. C. PAVEMENT. 204. 50 (05.03 32. 7 MEDIAN IMPROVEMENT D-_CONST. .8" CURB ONLY PER CITY STD. NO. 301. (,WC/AL CO3Vf7'RbCT/ON) C /7' 38'/5 204 50' (02. �JS� 3/. 73 j REMOVE EXISTING A.C. PAVEMENT. STATIONS 10.00 to 112.00 �(p�---REMOVE EXISTING MEDIAN TREES. r2 v CONST. TRAFFIC ISLAND FLARE PER CITY STD, NO. 314. 11 ---Cav67. 79AFFic ,F1GAAV_ 4422P iii Amax Ow s9VAtr t APPROVED 9Y DATE 2a COLD PLANE 0.10' MIN. (SEE DETAIL ON SHEET 2) CITY ENGINEER - •RCE.No 22397 �- DESIGNMA A S RTES, INC. RECOMMENDED01 3 a, OF SAN BERNARDINO COUNTY L� - - CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET / 5" N.Mountain Ave.,Suit* los 5.8. L.D.Y UPLAND CALIFORNIA/1M �� OF- PHONE(714) -14G-C9441 i'�e� i HE KED RCE. No DRAWItLq NO. I - CirY p TE 19110104 FILE Nr_fL5 /4 g 4 P14A SE l - SHEET s OF t. SAIAErs I o BENCH MARK: BENCH MARK NO. 96-111 -- - AT THE NWC OF HAVEN AVE. i - - - - - - - - 19TH ST. , 44 FT. W. HAVEN p w 1E,ull - - O i 83 FT. N. 19TH ST. SET DRIVE PIN W/C.S. TAG IN TOP two AT THE E. END OF A HEAD WALL. FOR 3-24" CMP--ELEV. 1430-686 . t '� M1 �► powwow I -00 , : } • p yN i b, - vi IS 'IV pI ` b1 t j.9 i- r1 H r. , _�JN oil i 000, Ilk -- - - - - - �� . 4 : 1{ 1 _.. ♦ ? 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OWW4AIrY � I3 � •� T a r r r T T r r _ T_ - T r 100 G p., d 6/o" W N b W w C 8 � v �j " v e V h HAVEN AVENUE * * CONSTRUCTION NOTES' row" CFNTFR I1RlVL� 6" A.C. PAVEMENT OVER COMPACTED AATIVE SOIL. FUTURE DESCRIPTI0Nof REVISION &/7-7—CONST. CONST. Q10',141N AL. .ovfRCAY KS5EE FE4;%EZ MAZ S ZW-,r DATE PPRQv 3�SAWCUT EXIST. A.C. PAVEMENT. RANCHOCONST. 8" CURB ONLY PER CITY STD. no. 301. (SPfCTY oC/AL CO/VSTRaerlow� If CUCAMONGA (D--REMOVE 4 `REMOVE EXISTING A.C. PAVEMENT. `" (p REMOVE EXISTING MEDIAN TREES. HAVEN AVENUE �Z CONST. TRAFFIC ISLAND FLARE FEA CITY 9" b. ft. - 314. : /NBTALL !" CAL vM//Zf0 ac". 4v sT� .sL�v& eVR IWAIOA710" MEDIAN IMPROVEMENT r/rE AND J" CLASS 3/.5' P. v.C. SLEEvE rOt CONN 01- WIRES. R L T NOTE: he a A0Al rir>:v •!�•6ZAa Geaa4�iew Al CeweEos-tjA,_-,O"z Y, St.EE BNAGt Age co.�r•4..�.�a avr.,f.0 T.,�6 .y�.a�w.� ,vosE uY/� �os1 i.�e E A /t• .gf0'dV# eV5 QO' 4�'f7' 22'78' STATIONS 112.0 0 to 123#00 . 2a COLD PLANE 0.10' MIN. (SEE DETAIL ON SHEET 2 ) B /•3. 32'47" 2056 4$•47' 24.35' C 23•/8'4/' /oo•a�' 40.69' 6_-5 8Y DATE -7agS'7 p �s�•4/'/'' 2ato' s-4�' 10, 701 GTY ENGINEER RCE.No 22397 DESIGN MADOU AND ASSOCIATES, INC. RECOMMENDED - 3,�. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING �— + DRAWN AND LAND PLANNING 5N•EET 046 N.Mountain Ave,Sulte IDS J� 6-At C.G✓ UPLANDCALIFORNIA 91786 PHONE(714) 946-Q949 t:z I NEC KEDylyt•ruAv&0? . RCE. Noo..�'0/ DRAWN NO. C / T /G B6 Y OATS FILE No• x"7.3 _07 , Ply SE SHEET G -- Orel SyMrs I - ' f BENCH MARK: BENCH MARK NO. 96-B It i - AT THE NWC OF HAVEN AVE. A - _ 19TH ST. , 44 FT. W. HAVEN 83 FT. N. 19 t � � TH ST. , SET V DRIVE PIN em w/C.S. TAG IN TOP %t", f i tD -- AT THEE. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 # t- - ^ \ -- - -81 - , I*itl - r ts ki I } i 1 ? 4o { t • s } ta \ \ p \ 9 171 1__�, I I to t qi \ t 1- ff i + i � - - - - - t �+ { lbw {tii - R, �^ � ♦ ♦ R ♦ r . � ♦ . : L/ ' �� ♦ ♦ � t - — -- - - - - I tit, jq�. 11 • t T T i } } t ; : : t : { ; { i ; \ : : • tet— � : : ` t 1 : — i - + 1 4, �S ' , ' f ' tIt ki � - . kk ; Vi - j � { } T 1 I } T T t t 1 } + t + T 1 : ` : : - i + : f I T } i • { ! J 4 + + : : 1 1 1 ! : �f y ! ' ! t . 1 } t t i : PROFILE t } � t ! ; VERT t =4 /27 /28 /27 /30 /3/ /32 /33 - Com'// STREET N w IV — pv� �� Al 4w iv 4rx/?r. 4GKv- GSL M iy__ ��-- IV77 -; - /�'4$ i'E7 \ Are IAJ N 00'07'20•r/ /'.�'� /3/ 5 av G✓roC Me b _ ..........__. y......... _.__.... _...._. _._ ..__... ..._..... ._........ ..._..._ . .... .. . .............. G/M/T OF AC DYERCAY - O t _ h GsF�!lNK7 G�WC"3 t<! t - _ _ _ - - ---- ....... v --- - - - - - - - ----- ----- - - V q - Ile - - `� A/AO• N �oN � r1N_ _ ti,�4� '� f 2 �l 3 4 5 S4wcuT u i- E - - 41 - - - - - -- - - - - - - .. — _ _ -- - — - -- — /23$•4 pF.3.— _ 1 00 Z ...7/ ..-.--..--.71.- - - -T....- -_�— -- - L-1 77 L/NE - --- ------ -- - -- --- - ---- ----- --- _ --. ._.. .... - - - - 0.0 7,7, .- —)�7or• 33'llo"W-- -------- — \ ^ M 0 - �/a�crN vivo G4�5 � o� l 4 � 5 3 2 � ��-�•-•_. � - A •'-�... ( � ... 8 I/Y 9.3SF.S. _ .. rl T uMlr of A2 :: o RLr4� \ - — — — — — — — Q 6 6 6 6 G ty - —+- -- — — T 1 J , ,��\ I XRT` `" '✓/• ~ -- T �, _ \, AVENUE HAVEN _ � V� �V 8 Ih o DESCRIPTI ON of REVISION PATE LIPPROV CONSTRUCTION NOTES +�► o �,�' P CITY of RANCHO CUICAMONGNZA �----CONST. 6" A.C. ,PAVEMENT OVER COMPACTED NATIVE SOIL. 7 I1 • HAVEN AVENUE �-CONST.0A0I Af/�S/. A.&- OVERLAP SEE fEr.4r1oP xerwz- S1/EEr 2, p �. CONST. SAWCUT EXIST. A.C. PAVEMENT. M MEDIAN IMPROVEMENT 8" CURB ONLY PER CITY STD. NO. 301. (6PEcIAL CoN5T�CLrc-nom) ` �v REMOVE EXISTING A.C. PAVEMENT. g Q R L 'r (�- REMOVE EXISTING MEDIAN TREES. 12 CONST. TRAFFIC •I S LAND FLARE PER CITY STD, 'NO. 314. STATIONS 123-POO to 133#43' A Il'55'39" 2x4.50' G 3.99' 32.2G' REMOVE EX/ST. C4TC,U, .'T1A1 AV,9 PLIC AMNGUN XXI-57- C,�l., !3 WSTAIL d" "LVAN/ZBO *cM. 7o t7eeL St."V& PrOA AtMI&MON I/Af AND t�~ B 17.20'5(0" 204.So' &1.9z, 31. 20' APPROVED 8Y ATE -7/-P /S•7 CLASS l/4r P V.C. j•LfEV1 "A CO/VTAOL. w�REr. C 17' 03' 4Z' to4.5o' roo.�o' 30.68' ' 17 E�I'/sr. ^ItZ pox A111W ZeAP-IN Iv � e7Zcr� i�vfr�re� WW1 CITY ENGINEER _ RCE.No 22397 CD.�/9TA0%,V71Wv A40 IV-14 ,gVX .SS,ALL AOr Rpt/.6Ev 7Z7 /.S�n/p �AO4 DESIGN MAD A OCIATES, INC. RECOMMENDED '. —COLD PLANE 0.10' MIN. (SEE DETAIL ON SHEET 2) S6. OF SAN BERNARDINO COUNTY t�15 CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 549 N.Mountain Ave.,Sults los S•8 t G.17✓ UPLAND CALIFORNIA 91786 �_"OF PHONE(714) 94G-Q94a1 NECKED 1�. +� RCE. NO DRAWING NO. c/;rY-/ DATE 4//G/B� FILE No• _ ZQWR 1 'BENCH MARK: - - - I lwt t - - -- - BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. i RLm ,Woo 19TH ST. , 44 FT. W. HAVEN _ i. 83 FT. N. 19TH ST. , SET ~ DRIVE PIN w/C.S. TAG IN TOP / AT THE E. END OF A HEAD WALL - FOR 3-24" CMP--ELEV. 1430.686 I 1 - - 1 O4L N _ - Ail - i t• td ' cv WOO- -� �+ h� O � I - PROFILE - - - - - - HOR. I"= 40' - - - - - VERT. I..=4� - - - - - i /3/ /32 133 1:94 /85' /306 /:97 /38 /39 /¢D /41 CNZIAICH S7 MEET •$�, SCALE. P — 40' EX15T. mqw �� SEX/ST. c0)vcR L� —� -�CHAAWEL ^ —� 4 � 2 SECT10M LIA1E�P All 00 08''01/404- ' i' EaP l J ., c u�nr aF ov�cA y un/E � --r sOaTf/ ,9vvv0 L.4wE -_ / 2 3 4 5 <o E3 ...... L-i _ --L---- C0 IsT,e crap —._...... 7 69 �G . V ._.... �t v1/Cl1T L/�t/ �- •-y rfr 8cri�I,D L1WE / 2 3 4 5 o 0 ua • � .. � moi\ � \� �� , ... ... N a EQ W - } �- 7UKT CURB L/V,E - cy EX/ST. R11PV J L-1 L J Ll - DESCRIPTIONof REVISION SREET HAVENIAVENUE ,' " PATE PPROVE � (SEE DWrx AIR 884J CITY of RANCHO CUCAMONGA • MAVEN AVENUE ,, CONSTRUCTION NOTES MEDIAN IMPROVEMENT . R L T - ---- --- - .. 17"0342! a-450 609d W de CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. - 30 5 204 GG. 9333 - Q CONST. a�G1M/At AC. OvFRLAY (3EE• AF42WER AFMIZ rz) - STATIONS 133+43 TO 142.00 3�SAWCUT EXIST. A.C. PAVEMENT. i C4�_ ONST. 8" CURB ONLY PER CITY STD. NO. 301.{am, e0k6TRv-TbN) 4 APPROVED Y l �--REMOVE EXISTING A.C. PAVEMENT. DATE 7 aS 87 ' (p REMOVE EXISTING MEDIAN TREES. ? � GTY ENGINEER _.__-_---- KE.No 22397 �—REMOVE EXISTING CATCH BASIN AND -PLUG i ABANDON l EXIST. C.M.P. - ESIGN MAIWtAND KSSOCIATES, INC. RECOMMENDED a-CONST. TRAFFIC ISLAND FLARE PER CITY STD. No. 314. _ OF SAN BERNARDINO COUNTY 1 �b CONSULTING CIVIL ENGINEERING 2a COLD PLANE 0.10' MIN. (SEE DETAIL ON SHEET 2) Rgyy�J AND LAND PLANNING• SHEET 546 N.Mourtbl"A",Sults I08 i l $.� UPLAND CALIFORNIA 917M PH !' 1 9406-e949 • �F NECKED RCE. No. DRAWINO NO. ��-rr�-� OA FILE No• O PN 9 E - SR,05T, 8 ac- Rl SMSr!5 • t; i J+ —al +ft— BENCH MARK: - - BENCH MARK NO. 96-B \ AT THE NWC OF HAVEN AVE. 4 - - - - Q 19TH ST. , 44 FT. W. HAtTEN t i 83 FT. N. 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP . � AT THE E. END OF A HEAD MALL QNJ At FOR 3-24" CMP--ELEV. 1430.686 - - �l 0� e� _ - - - -- - V \ ,� ° Woo- _T Ilk o b } # S �• O 0 9Dhn Ihh � � Lt C\ -fia\ r. c — N - A� wz a c Am IN 7 NIN ,+- - n % 1L &WI477 Fi IL I , w - N _ 11 ^ n -- ♦ t ?IL t N - - - - � '' ? ? ? t0 t t � N � ? � i } } s tF n ? j? N R FI E a : i I t - V RTI 4 it t i r } t ' I42 143 I- t 1- J_t---- - - - 144 145 14� 147 I48 149 51 1 1 f a.tT I 1 0 151 152 153 • ' I S Scrag: * + � 3 ♦ ♦ h EX/sr RAV-? —W w rr w 3 EX/.ST/NG CONCRETE -_ v �- •• •• w " ^ w e AEX/ T/NG A w ^ C"ICRETE ^ ^ CHANNEL 1 A ZI r -- / 4-- Q/45 5 / / /17 jg MB �— - —T 19 S�ECTI'U1/ UNE 1�_ /V 00 oG�OIB"'N' 151 - —� 152 T- O.P.4. .. - _ O z - - AX17}/ - L/M/T OF AY 3 ... ' ow.v E � BIOl�i11/D LANE A.C. gYERL ! 2 4 5 �- yr � - -- -- - �...... 74...... �2 — -- -�� -----1..---- ----� T --�1-- -----460 � 45 e 1 - - il� - - -- - - _ - --- -- -- - - -- — -- - - - - - 7=7ES „T- _ _ _ _ - - _ �� x� (o TY P. ! /2 tiV h ml ^ f� /Ig2TH "NO U/VL� 6 2� `L/M/TG4VMVCAY 7E5 (`/Yl'J 4 5 �1 pp Q CURB UNEP-�,�_ -�— ---�_�— cl - .' -.-,- --- T �-- T- - -�_ CURB UNE �— ivw 1920 22 23 24 4 20' Irl-i �. 2/ J � 34 .35 96 37 a QPFF_KBR/DOGE S77?EET �88 (.I C Wc% /W 819) HAVENS - 4 AVENUE DESCRIPTION of REVISION t GATE APPROVE CONSTRUCTION NOTES CITY of RANCHO CUCAMONGA a--CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. (9)--CONST. 0./0/ AVAI X.C. 0dER44Y CSFE fE,4T�/ER ArT,Q�6C sr/, - 2 HAVEN AVENUE SAWCUT EXIST. A.C. PAVEMENT. 12°4050 205.W14537' 22.78 a--CONST. 8" CURB ONLY PER CITY STD. NO. 301. ( Lcofj6r'UC7'�) MEDIAN IMPROVEMENT �— REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING MEDIAN TREES. _��_CONST. TRAFFIC ISLAND FLARE PER CITY M. NO, 314, STATIONS . 142.00 to 153.00 !3 /A/STALL 3~ &Q 144N/IED JYN. -O J`I .riervo "* 7/ayy ^~ A%/p t tt.1 tJ Jir r V C. Jt EfV� /rO�t CON7�t eL hM!!•s. .vorE iR�c/GQTio.ci scse u�ccc,4r�ou is u�.ues�rr�,a� ovc s; .�rte2sv� APPROVED 8Y ATE a8 . • �/4LG Qc4 CGLt/TA/t�C2� Cd/TN/e! T//G'' i�E.�iOr! tICSLr tc�ytSCG /mob / a • j 2a COLD PLANE 0.10 MIN. (SEE DETAIL ON SHEET 2) GTY ENGINEER RCE.Noe:0.377 M ASSOCIATES, INC. RECOMMENDED 5• �. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN oLAND Sul s SHEET Aw jos R?W_W_ o 5.d. UPLANb CALIFORNIA 91786 J� O (714) 94G-Q949 �L �F H+f+- H-H I I i H NECKED RCE. No. DRA OA FILE No. PHA 5�' s _ I • BENCHMARK: BENCH MARK NO. 96-B 114 t I I I AT THE NWC OF HAVEN AVE. i l�( ► Q19TH ST. , 44 FT. W. HAVEN i 83 FT. N. 19TH ST. , SET \ DRIVE PIN W/C.S. TAG IN TOP - - 00-00 - FORT 3E24" CMP-�ELEVOF A �1430 686 Pollb � h WOO - L am Ax am b -IN, . 00, �_ - 4CE p \ f N, 0-00 I o � � \ \ IT) u - * I ,► • t ft m - M IN x� r. v - - O - ^ y a • &A FT 1 , 3jA - - -- - 00— WOO NMI - PROFILE - - - - - 3 _ _ t0 �- NOR. I"= 40� - - - 153 154 455 456 457 458 1.59 /w 162 4 � - ., � .. 0(157 TR4FFIC �— — --- - -Y �l -�— - - - A _ _� EX/5IVNNT1NG � - �— CpMCRETE _�- � CHA � / ��J -- / .SIEGTlQV UNE ....N OO`OG 1O ,, ... 3r4#VCl/T L/N,E -- -- 160 - /V /G - �� - T � 2 2 3 4 3 Q 2a 4 5 3 J>GiC/Tll AXWO LAINE5 _ _ _ _ Li L j . ........ iz/ss9rc. 2 SL 17 f 1 - -- � l - -- - - - - - - - - -- -- - J L� J r a /O' �- 1 0� _.._ –.. .....A..._ -...._..rl. ..- ........ .....- ---- - -- - ---- ------ ---- _ i 17 r-, .. r., - - _ o S 2 4 3 ' U A �� J 2a 2 3 3 rJ 3 y \7 2a I 3 5 i d 3 /30/. ' T•� (o rm LJ /5 LJ T 01 LIM! F a WEREAY L/NE Jlj F. A; A0 - W w --W �—- 6 I� CURB UNE _ zz G 6 3 6 G .77 EX/5T R* �i p �pLju 0I A L T g 8 17` 5 63.99 32.24 ` J B 17000 204. 60-901 sa6d J h J HAVEN AVENUE , '. DESCRIPTION of REVISION GATE PPROVE _ 60 CITY of RANCHO CUCAMONGA ' Fl I BASE U E ROAD HAVEN AVENUE PER /MP PLAN /W W9) MEDIAN IMPROVEMENT STATIONS 153.00 :to 160*57 CONSTRUCTION NOTES APPROVED BY ATE /a8lgg / CONST. 6" A.C. PAVEMENT OVER CO ACTED NAT= SOIL. GTY ENGINEER -RCE.No 22317 2a COLD PLANE 0.10 MIN. EE DETAIL CONST. O.I0'M/�t/ � Ok/ERG4y SEE fEd7z/E�PT�4/l Si�F,ET ?) a-- (S L ON SHEET 2) SAWCUT E IST. A.C. PAVEMENT. DESIGN M AN BER ARDI i ES, INC, RECOMMENDED a—CONST. Ir CURB ONLY PER CITY STD. NO. 301..(11`9 14 �STKUGT101V) '.-,13, OF SAN BERNARDINO COUNTY g REMOVE EXISTING A.C. PAVEMENT. CONSULTING CIVIL ENGINEERING a--REMOVE EXISTING MEDIAN TREES. DRAWN AND LAND PLANNING- SHEET 5" N.Mountain Ave.,Suite, los CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO, 31.4. Rw� � S.A UPLAND CALIFORNIA91M �8 OF jr dal COAT. TRAYC;PIC 516AIAL, 440P SER PeZ-4/L QN�`FT r P O (T1 _ RCE. NO #0 HECKEO RCE. No DRAWING N0. 13 A o5rACG eaUii _'V/4f0 S' FE S larXr_ �Or �P/6AT//a'I 1W,,IWVXJ A _4S �f!C. MfQwr2w,AoM G Ty DAT FILE N o- rn s /07�i P14ASE 4 : , t-1 1-ft - - BENCHMARK: I MI0 . 0 n ]BENCH MARK no. !6-B AT THE NWC OF HAVEN AVE. i 1p - 19TH ST. , 44 FT. W. RAVEN 83 FT. 0 \ m DRIVE PIN N INW/C.S9TTAGTIN TOP - -- - �j SAT THE E. END OF A HEAD WALL FOR 3_24" CMP--ELEV. 1430.686 \ \ 71 0-00 J ti - -TL -- j-f hM M riJ fIp I f T4 14.1c - I JOK I } } fr t � � , t t } t } - - - - - – - - f ; � � o •. t t tt t ; 'ITvj - : - - - � • � ; gam : { _ 3 � � : 8 } 4 -4 o 91 iz� ' n f ; - t Q f M - - - f t . 0000 } - PROFILE » i 1 t 4 - t } } t - MOR. i = 40 I f ; VERT. t":4' , /ro5 /roto /G7 /68 / /A0 -�•MvE71(.�r�. g 8 2 N R a0 M rn r 1 r- , �• L J L�L J fV � �� X/�3T• GONGdIL�'TCr G1.i11MV�aL'� r 1 LJ "-Zl@ -- -- APA �If:rs OAF 107 46 AS 9W �7Av G,1Ng /K, 2 a - r r I- /G7 (s /be �� /70 r r� ` - LJ L - tIN 6_1 r-w -� _ .�ygI4CY/T LINE � - -- _ �� 15 8 �LCC/iv3ntU�rj .1t� _ n -- - = -=- - l 2 3 _4 rc LIMiTt7,cAC AVE'tG4Y�.......... ....- fl�8.i2 t _Il.... 7l... -- -R......._- -. ...- 7� ......... _.. .. - - .... - - ... ... - - 90A'711 ,BOUM7 GANrrS N Q' I 2 3 q' S 3 1�F5 �3 D .��.... 2a x'36,�,f �1�f. .. GiM/T OF A-C.- Oi25tGfy t�� 2 �. Nf - v W c5 4" GsM ~ ` r' / N0• i/�nE \ Dpi!✓ e r, L4 i HAVEN AVENUE . Aw- � P 1/A L ENC/A4 WN11a � �. e-F2 s -f� - • NOTE: � ,tl'(' IS�v' ' BNAGC �' CG�/TA/.vdd �v/TN/.v TiiAE' t�' `V h /19%0/A.0 .M/ M LO1VWA9�/°bS3/BICE X 7 nn • CONSTRUCTION NOTES - �' �x DESCRIPTION of REVISION �—CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. AT PP 2 CONST- a/n'/4llrV. .�C• 4YEPL.4Y �$EE fEA7I��,PG;�T1/L $�/�T�� DATE ROVE -SAWCUT EXIST. A.C. PAVEMENT. ss sq 3 4o---CONST. S" CURB ONLY PER CITY STD. NO. 301. *tIAL C &5T(RUCT7oN) REMOVE 1:XISTING A.C. PAVEMENT. , a CITY of RANCHO CUCAMONGA �-REMOVE EXISTING MEDIAN TREES. Q R L T a-- REMOVE EXISTING CATCH BASIN AND PLUG i ABANDON EXIST. C.M.P. "HAVEN AVENUE @�__CONST. TRAFFIC ISLAND FLARE PER CZTY STD. tv0, 3I4; A 17.03'42" 204.50' 60.90' 30.&S' /"STALL .� I/it/✓/ZED %relof. .!•TEFL .,es►� ,,�,�,�,,,�„ �,�� AMO 2 ''cu:s ,,,. We. .tL EtVE_ ox />xot ,t„,� s , • MEDIAN IMPROVEMENT C ONS 7 Ti 'Al,"IG d/i/V.1 L LIOA' PE�t DETA/L Iw .WEtT p. 8 30 45 204.50 6&.07 33.33 /C CONST M1OD///ED .f70. �C4ite dVLY� NO. JO/ WR 'OR/VE !//� CUrtC OETA/L '.LV7. Q. C Z&%yG'3Z" 100.00' 45.57' 23. 19' rs/�� STATIONS 160.57 to 171.00 2a COLD PLANE 0.10 MIN. (SEE DETAIL ON SHEET 2) D 153'53'28• 2.00' 5.31' 8.103' APPROVED 8Y ATE 7/-,V/9'7 CG T Y ENGINEER RCE.No 22397 DESIGN M A ASSOCIATES, INC. RECOMMENDED Vie. Of SAN BERNARDINO COUNTY tc� CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SN�EE T 545 N.Mountain Ave.,Suite los r 56. L•a•K UPLAND PHONjCAL FOR(714) 94G M 8949 —1-�- OF — rl RCE- N0 i4_S/ NECKED �.�+. _� DRAWING N0. G i ry DATE /G B FILE NO.—errs 1074 P14A SE .I 4 y - -- - - - - - -- -- - - - - } �Qk V I ek"I are I J42 0^1 BENCH MARK: _ ... -- - - BENCH MARK NO. 96—B AT THE NWC OF HAVEN AVE.I .00I .011V S ti o N — - - - - - # - 19TH ST. , 44 FT. W. HAVER Cj m �� - - -- - } _ 83 FT. N. 19TH ST.-, SET m \n (n N DRIVE PIN W/C.S. TAG IN TOP _ - - - -- AT THE E. END OF A HEAD WALE �L - y�� 19 �0 - - FOR 3-24" CMP--ECFV. 1430_686 - - -- • 0 � — mo �, 14, , —. 010010 p000 Oct t At f fi ' - 0 } � WWI jo ti ; an 07, mIF p- , _ . t 1 r - - - - - A. 46 1 tP slop ODOM WNW _•�-f— , ' _ 1 A # , ; � � � �. � � • \r` ' 1 � Z� , I �+ —�- ; { ; _�.11 vy T � 1 , � 9� � `°' � .� � _;-- ^ � � a -•. # � i pr �•1 , if h t t t - hh t , IS. � r -- - , 1 PROF fiOR. I"= 40' r } , - - -- - ; , 1 VERT. 1~=4 - -- -- -- - _ /72 /73 /74- /75 -/7& /77 /76 /79 /60 /81 LLI - AR,U N17x1rN tr/W -oma AtT IAA evA1 A-771i5'�4� L&;4. �+ r z To ,dam' ezW-'VTR!/c7 2527 ATA t3r�At.� : N�40• g 4t 9'J.7b R At. 7i�� 4A7'7�iQ AAT t 0 w ��C L/No 3977 0' 0 0 LO 0 �X/JT GONG�7Lr GNA�/A&L ' Q � D --� ar�or: co tir.�rcrg 8 h ci axe ax Q U) w cn w L/MIT OF A.0 oV GaY r V �¢ 4 _ / N 0016'0 7 V /77 ITS �T7 no/y 5a PO T10 OF EX. _.......'- a- . _ _ .vC3 - --71- - - 18 1 1 3 1 3 21 1 2 -3 C.11w � �z © � '1�5Trt 30N. tat MEDI 0 RE 4 � SA •S •9 .... .... ... .... .... .. .... - 4— - - ` --•r �� - — z '1 1 -_ 4 -4.. 22 ----.--�- U) NE m _ 20 . , aozwo s J V - a s a , , �e~ ;;-- ��;, - - ._ ..... .- .._. .. .� - Via41". eek �• 20 3 •' 1 w 22 v Cures � 21 Q �t" a 21 't"� m \ 2a LaK/r OP AC OVeRe ! wAp-Alar - M ivlz" T # X11 PORTION OF EX. 2LU 2 � co o — G¢„ __ - _ - G4„ �_____ G d 21 EX. MAIN LINE CONTROLER `n + • w MEDIAN T REMAIN ro w J 0 + 0 TR. /V�. /259D BURY. f T/� �•`'�i� TR No. 1¢54 0,ORK Uj (n (n NOTE: 8 \ AS177//5-M45A �i�f�,U L�07?V N45L5- 106W 440AIA71 aDh+s�.P� 431.SCE. i 1 MODIFY SOUTHBOUND LEFT TURN POCKET 11/26/12 �OfCJ7�lI�i!'N dOA41 '/G JlAJIL�A0 4 NUE Q R L T- 1k M 0 DESCRIPTION of REVISION ' B 12040'50" 205' 45.37' 22.78' GENERAL NOTE: The contractor shall ASE PPaov exercise caution during clearing, excavation and � �TY of RANCHO CUCAM�N A G (CONSTRUCTTON NOTE'", ° any removals in order not to damage the existing 12" CAB. HAVEN AVENUE " + irrigation main line. CONST. 6 A.C. PAVEMENT OVE A h g ' . - �API� ISI 1?JPP0VEMFn' l p► 3 SAWCUT EXIST. A.C. PAVEMENT. - - I - - - - - - - - - - - - - - - - - --- 4 CONST. 8" CURB ONLY PER CITY STD. N0.1 4, TYPE-A1--8 LEGEND 19 REMOVE EXIST. IRRIGATION HEAD, VALVES AND LATERALS r11G1�'OTlrinl AT \/01 �nl/'ID CT I �G - - - - - Mori I" T REMOVE EXISTING A.C. PAVEMENT. AND CAP AS NECESSARY. PROTECT IRRIGATION MAIN LINE REMOVE EXISTING MEDIAN TREES.(20" DIA. PALM TREES) REMOVE EXISTING AC PAVEMENT DURING CLEARING AND EXCAVATION. THE CONTRACTOR I UKIV F'UC;ICt I LX I tIV51UIV M SHALL SALVAGE THE USED VALVE AND HEAD TO THE CITY YARD CONTACT STEVE RELPH AT (909) 477-2730 EXT. APPROVED 8Y DATE -71,=-)1?192 CONSTRUCT 6" AC PAVEMENT OVER 12" CAB G TY ENGINEER -�• -- RCE.No 223 7 M @—PROTECT EXIST MEDIAN (WITH COBBLE) AND CURB NOT �3 IMSTA.14 s'' 44LVAN/ZED .FCV. �o XTOWI ,t'«cvr root ii 10.4m*V PVAP wo jAcz.rsr .wr TO BE REMOVED DESIGN D SSOGO COU INC. RECOMMENDED r V. C. sc�t+ra mot tawrRet w�REt.* k � OF SAN BEANAADINO COUNTY T. F TU. (CC/,? o.4tG ,�o � 'D�/✓,E l.� C!/,�PB �T�f/L 'Sh�T Q ,��'P�'� 21 CONSTRUCT -COBBLE STONE ON NEW MEDIAN ISLAND CONSULTING CIVIL ENGINEERING 1 / f AL dWVM p7"V � - DRAWN AND LAND PLANNING• SHEET 2a COLD PLANE 0.10 MIN. (SEE DETAIL 0 5 5a SAWCUT AND REMOVE EXISTING 8" CURB r 22 EXIST. MEDIAN CURB TO REMAIN 545 N.Mountain Avs.,Suits tos /� 5.�. -d• UPLAND CALIFORNIA 917N ZV r �n. PHONe(714) al4G-20144! OF.—�- 13 REMOVE ALL EXIST. LANDSCAPING CAP MAIN LINE ON MEDIAN TOWARDS NORTH LEAVE THE SOUTH SIPE'E' MAIN LINE ACTIVE AND UNUM LATERALS Q r • �, HECKED Off- ..._. RCE. No.�� DRAW IN G NO NOTE: COORDINATE WITH THE CITY PRIOR TO ANY REMOVALS AND CAPPING OF THE EXIST MAIN LINE tQLATERALS CONTACT: 909 �7 -2` 30 EXT, 4117 = �t •' �' " � ( ) r _ c �► ci"TX GATE ¢ 6 FILE N01�1_ 18 INSTALL 8" SOLID WHITE STRIPE PER CITY STD 133 AND TYPE IV LEFT ARROW LEGEND (THERMOPLASTIC) PER CALTRANS STD A24A. P14A SE " SHES T X OF21 SWEEr.5 ---------------------- --------------- --------------- MON .............- .......... 77= I 1� It I I I i I i i i I I BE ::: C H-, _a_ BEENCH MARK NO. �+f H tirl HI _ - - ----i _7 E PL T f—v, 19TH ST., , 4 4 Fi N_ HAVEIr 9, 83 FT- N. : 19TH ST-, SET L* EIRr" PIN �w/C.S. TAG IN TOP, I A ————— — 4— AT THE E. MM OF AL READ WAIM FOR 3-24" CM-iii-ELEV. 1,430-606 PIV- J: on. I& 0_0 + 7 _tft -A m TIF Him in.— ni,-it -1i k _4 ------- N Q Ah :f7 t lit I all Aw I I n. f4 t Ri 7- j- in 17 QL T, 41 4- -T_ t t 1K .ini, -z 04 lie 4 41 Nil t FA 'A W 466WI — --- -- - - - j 4 T" f Hi 1140' 1 4 t T. Inz4: , dir, Ll VER 4 1 1 1[ IT 170 /77 /78 /70 tew /81 ffli 0 �v rAofmt, MA LAJ AAEAMMOV 6VA17TAeT�7,71137AA5X. N ezWgTR41C76�0 Ar -A r4ii #,*i ZA .390' 0 06 10 __7± U 17,0 A/,"j r 0,� A-11 0 Y_ wow" too 0 7'1 LU -ki IJF EX� row 0 z 0 IV Y- -01 1 �J3 j LAMN . 0 M_�,� �k 7-77 77�_ _ 2 Cn 14 ---- -- 2a 4im,,r &P A-C arp - 1 6 - _pyir 21 X PO-19TION OF to k�ji —EX" MAIN LINE CONMOLER + A + MEDIAN -M IN 14 Ct: w -V NOTE: As it 4 1 AIV fIlAmiAe-Ak�zw-i 86' edAdi ;A0e71ev-1" _�1-11451 1�fdtnvlvAf ii U 401) MODIFY SOUTHBOUND LEFT TURN POCKEI 10/24/13 OE A ENUE e"4111i OAZ7 4VAN-Ar T L DESCRIPTIONof REVISION PPROV 1 015, 1 �ENERAL NOTE- The contractor shall VE 24 5: 45.37' 1 22.78' ex excavation and I iise caution, during-clearib H .erj c CITY o:f RANG 0! CUCAMONGA any removals in ;ordernot'to damage the existing HAVEN: 1CONSTRUCTION N'OTE ZI � AVENUE irrigation main ne. CONST. 6n A.C. PAVEMENT 0VERACO1f"=_vD_w= C1 MEDIAN IMPR (�)�SAWCUL YXIST. A.C_ PAVEMEDIT. -i EIEND 19 —REMOVE EXIST. IRRIGATION HEAD, VALVES AND LATERALS CONST. 8" CURB ONLY PER CITY Si NO.I (Li-�fYPF Al 3 0 M O:DIF�l:C-A-T-ION-AT-V-ALENC-IA-STi�,�,LEFT AND CAP AS NECESSARY. PROTECT IRRIGARON MAIN LINE REMOVE EXISTING A.C. PKIEMENT. T '--TURN-P0FCKErEX TIENSON— REMOVE FXISTI14G ItiIIEDIAN TREES. RE OVE PORTION OF EX. MEDIAN DURING CLEARING AND EXCAVA`jICN. THE CONTRACTOR TION) SHALL SALVAGE THE, USED VALVE AND HEAD TO THE CITY (Cur %5, LANDSCAPE AND IRRIGA YARD CONTACT STEVE RELPH AT (909) 477-2730 EXT, App"95VED By OA TIE 7,17 _i j� 2:;;� lic 1 �x� ' 116 CONSTRUCT 5" AC PAVEMENT OVER 12" CAB RCE.No fg-5-77 CITY ENGINEER (D 2s —PROTECT EXIST MEDIAN (WITH COBBLE) AND CURB NOT DESIGN C-11"Dat MUM IR :RECOMMENDED 10 BE REMOVED @�IV-rrAZ4 a- ,Uf.VAii0i CVh`- -00 .11 Xxii mi ~IwArmiti OF SAN BERNARDINO COUNTY �1: 4D6 CONSULTING CIVIL ENGINEERiNd ��_iCONSTRUCT COBBLE STONE ON NEW MEDIAN ISLAND PER STD� DWC. NO. 542:1 CASEE 1 I 'DRAWN AND LAND PLANNING 11 2XVIA5 440 C&.F.9 Arr4lZ T E DETAIL 0/Z A at-7/ (_Qi X1;1w L 40019M &2 v � COLDPLANE md MIN. ISEV��721�S IT-2, 2 —EXIST. MEDIAN CURB TO REMAIN 24) =1771 UPLAND CALIFORNI'Agi SAWCUT AND REMOVE EXISTNG S' CURB CJiiEG KED (2-�t'R�I 6CATE ��i PAL OTHERS) LATERALS REMOVE ALL EXIST. LANDSCAPING, CAP MAIN LINE ON MEDIAN TOWARDS NORTH LEAVE THE SOUTH SIPE' MAIN LINE ACTIVE AND UNUI�E MJ1 R FLCE. N16ii DRAWING N Tm --'i +H r4 4 " iL #iniii, -7, 4:117- 7-0 NOTE: COORDINATE WITH 'THE CITY PRIOR 0 ANY REMOVALS AND CAPPING OF THE EXIST SLATERALS CONTA( �'7 3,0 6 MAIN I INE FILE N 0 . WMIRIMPNIM111ii Minim (18)— INSTALL B" SOLID WHFE STRIPE PER CITY STD 133 AND TYPE IV LEFT ARROW LEGEND (THERMOPLASTIC) PER CALTRANS STD A24A. m4A sE I 4 V f - -- - - - - -- BENCHMARK: o - -- - - - _ I BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. i ti oO - - - - - - - ; 19TH ST. , 44 FT. W. HAVEN i 83 FT. N. 19TH ST-, SET 1+C1 m m �►^m m - -- -- - _ N - DRIVE PIN w/C.S. TAG IN TOP - - - -- - - AT THE E. END OF A HEAD WALL °1L X41 �0 FOR 3-24" CMP--ELEV. 1430-686 Nj VILh I W Ile Ah t - o - - -- - � M r • {� b t 9 41 � gI t i - Ij t ` m t - - . p t j t 1� : -woo v - -- �' Z. t - a- } } KIS } � ` � � N. jj _�jl Al 1 107 t h � 1 — i -- ` .. ; � N Tt t ` t } 44 II 1 2 1 ! K 1 1 - - . ii j PROFILE MOR 1 4 - -- - -- - - - - - -- - - - - - - - M -J t 1 z 1 . — O 1 1 - - t VERT. I..=4. - - t /7/ /72 /73 /74 /75 /7ro /77 /78 /79 U U. V PAG/MIG /SCAILROAO � ry ,ems' crws'rfUCr6Z7 Ar A rs�c.� K 4tjA 75 t�� M. 7M,r� L,�,TT�R DATA 8 t L/Nes GFX/JT GONGR�7� G��•►�//wcL� / � � Of/rOT� CD/KatClg GiL- 8 � �� L/MIT OF A•G' O� �— "—'�—' V - ,V O'/0'0 7W X77 �rTrory cml� -/ � tx• Cxhr• 24 �. ._,.,�-- � ...._ .. �a . .. . .. . :. - --....-.. .._... .. - -• -••- - ---._._......... N r '� k` S09B/ $ ¢ COH/S7Rt�iGT,G11/ j3�32 F�• N_- h� Ilk GONSTRI.CT/0/V 2- -- • 2 d _ s r • •' . r .--.Jj..._.____ ..-..�.........._.:......._I -'' AIV UT G/N Y B S �3 - -•.. �� ' - E hI Z h 'so,.s l 5 � o cs3 2 3 Ib 5 k d e" — : ea" Q G'XA?r �� 13 1l' SKr r L/MIT Of A•G OtrRe-A WK& /Ica IN TR. /VO. /2590 e0K-y.. G , � �� Tie. NO. 9454 ATIOR}! NOTE: 8 , 1771/$/u'�A �O CaYS7�Gf'T W j /ate/��7riacr r�cccA»a u /.s �'� 1,it/ 5-YAM A"&.0lV Ve,,O 6 E 6NAGC. Q► AVENUE RAACa!!7A0 HAVEN' ',' � x R L T A 12` 40' 50" 205.00' ,4.5. 3- 2Z.7e� DESCRIPTION of REVISION ' ATE APPROVE CITY of RANCHO _ - h CUCAMONGA _ (CONSTRUCTION NOTE", " _ � � HAVEN AVENUE �--CONST. 6 A.C. PAVEMENT OVER COMPACTED NATIVE SOIL 1 h CONST. dV',oW _ -4-C eVee44)/ Ks-E FE,4T.�E�Pl T�►�L . SET2� MEDIAN IMPROVEMENT O--SAWCUT EXIST. A.C. PAVEMENT. �— CONST. 8" CURB ONLY PER CITY STD. NO. 301. � r::CIA. GOAIS7'MCT/ON) ja--- REMOVE EXISTING A.C. PAVEMENT. STATIONS 171.00 TO 181.00 �--REMOVE EXISTING MEDIAN TREES. •iE,,t �� M 05 0f APPROVED BY ATE 7�aa38� _ G TY ENGINEER RCE.No 22397 13 pva'rALL .9' 44LVAN/ZED xev. �o .tree[ ,fAFe•V& ^04 /*lR/sArA*V AMAr .4ao iflec"st jw DESIGN D SSOCIATES, INC. RECOMMENDED A. V. C. .rtitvdr Aro. ravrOR&A wiR.".* e.�, OF SAN BERNARDINO COUNTY Z,�, IV CONSULTING CIVIL ENGINEERING �(p T. MOG)'F/EO STD �CU,?B onKy� �{/Q ,�o/ O.Qi✓E!./� Cl/^49 -WTil/L SHl. Q (_zr6 YAz awmw 7A'V) DRAWN AND LAND PLANNING SN ET 2a COLD PLANE 0.10' MIN. (SEE DETAIL ON SHEET 2) - / 545 N.Mountain Ave.,Sults los • r c,-,p� L.O.Y UPLAND CALIFORNIA917da ZO PHON!'(714) 94G-001401 �F Exisr. HEC KED a�.rv� r�n�c.G_ RGE. No /' ¢ DRAWING N0. c/•rX pAT E FILE No nes ��,Z� PHA SE Z T 5H - — mpg 7 BENCH MARK: I Ax All • $€fie$ MARK NO. 96-B Lao j• AT THE NWC OF HAVEN AVE. h19TH ST. , 44 FT. W. HAVEN`, c. 0 �! i 83 FT. N. 19TH ST.-, SET _ DRIVE PIN w/C.S. TAG IN TOP - AT THE E. END OF A HEAD VALL n b V b h n FOR 3-24" CMP--ECFV. 1430-686 - — 0 3• oIdo _ S! 000 00 IN 4 Ua b N Il M _ - - - iV ^ N67 Im lit -j- -L 1 tv - - - -- - ti �+ i r- g •� - - 00.00 t b O Mll 0000 n r` 76 - - x � h / . 7 D "' � - - - - - - - - - - . O L _ - - -- - - - PROFILE HOR. l"= 40� - - - VERT. Ia=4• MY 169 Ia3 161• 160 146 /07 IDB / YlCrORIA sr. r Aft M7.*0 OEM7e v cis ILI ex ST- GoN4re / 8 e5.51' /M 2a /ed /ali �y/TAS,1. 4iL�RL4y /r'7 /D9 � 'n't•7 L.en f/.96 {� ` (Z' 378.70 �1�5• �,f'�+ A yob 8� �9 — _ GT/ON L✓NE ¢ G4NSl7QU ON �6 Z� Q 12 �Z• � 36 � 73 - --- ------- -- -- --,-- ----- ---- ------ - i1 )S T r - - - - --- A \ d.7 � M - nl •..� �� C�cr�vAt 4 - .•...-. a i_JT d i. 2a tx c� ! Awe uMrr� A.c oY1•�lAY Amer�1.,tQ 6 6 TR./Vo.94 f o d,ORY ' h " I h h V - . HAVEN -' so� � AVENUCU.eYED•4T.4 a T DESCRIPTION of REVISION PATE PPROVE Q ia-�o'SoM zos oo' 45.37' �Z7�� CITY of RANCHO CUCAMONGA CONSTRUCTION NOTE 9 r�---- CONST. 6" A.C. PAVEMENT OVZR COMPACTED NATIVE 'SOIL. JIAVEN AVEN E. - 2 CONST. "" .,*W.. 4C. A S4t4y 0✓EE ��1771Zi 7 A577A/L .5A1E�Tt SAWCLTT EXIST. A. C. PAVEMENT. MEDIAN IMPROVEMENT 4 CONST. 8" CURB ONLY PER CITY STD. NO. 301. CIAAc._ C+aysneu N) �j REMOVE EXISTING A.C. PAVEMENT. , 6�•-- REMOVE EXISTING MEDIAN TREES. STATIONS 181.00 to 191.00 O-- CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 314, 2, APPROVED BY ATE S� ' 13 AMC TALL J~ iALVAN/ZZO .f's�r. !O dTEIrL f4E�E �•iw At�ei*.�lidYv �l►� ,�iND �Ct.►.t3• .lib �!vc. sieorv� � eo-Vntet WAq&.r. GTY ENGINEER -RCE-No 22397 NOTE: i.Ps�EQr��v � -t � urs �►rr/�h (7vcr dGt�eE s,v.*cc sEc3,d,+ 14j.,a ,o r)V MA AND ASS 1AT S INC. Mrraitw •t/atE .ewe fpSSidcd* DESIGN • RECOMMENDED 2a COLD PLANE 0.10 MIN. (SEE DETAIL ON SHEET 2) 3d, OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SN-EET 549 N.Mountain Am,Suite los 5.8. �•�K UPLAND CA FORMA 91786 �� OF PHONE' 946-0949 NN NECKED RCE. No /'¢* DRAWING N0. C7;y DATE 9 FILE No.— �7& PRA 5 E I - s,wv �-i AAF` / symrs z - BENCH MARK: - - BENCH MARK 110. 96-B Q 0 AT THE NWC OF HAVEN AVE. A '� 0 N 19TH ST. , W. HAVEN i 83 FT. N. 19TH ST. , SET "t � P AT THE E. • AO END OF AHEAD WALL -- - -- m P FOR 3-24" CMP--ELEV. 1430.686 - r 00 WOO - - K WOO 0,00 000 000 000000 000 Ifol 0-00 -elf 0000 00*0 0000 U. �0'7. ; -w! - - - --- - * t - -- - _ m � �. L h - - - - - 0000 NI 0 000 - - 00.0 M \ - - - - - - - Ci -� � M0000 - - - - - v - - - l%Ll 11 1 7100 WOO, - ^ i o �; c 47 PROFILE } HOR. 1"= 40' I VERT. 1 =4 - /S1/ /J4 /it M8 ire 2oi � V Zcl ` ti3i axav�[amu I ur+/r o� Ac. o, [Ar Z / Go�rsracc�snolv�.--•._r. - 1X 077 /�9 __ �' l2 t� 1790' - �l _ 22 3j> z �....._.......... _ �— - - -- -- -.••--f�-.•-••. .. ------ - - A ..... ........ - - �6 _ r-- - 2 , ,,,� � sg• �iQQCC1• -7-- A 1 41 G 1AA9#err17VW4 2a I 6 — G Gq GaM f— r-11- i L LJI r_ 1 I rZy 3��+FFFFFF V` HAVEN - 8 •- gAVENUE , ts, D ESC R IPTI 0 N o f REVISION 0ATE APPROVE CONSTRUCTION NOTES ' CITY of RANCHO CUCAMONGA a— CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. z CONST. A.C. OVERLAY. HAVEN AVENUE ��— SAWCUT EXIST. A.C. PAVEMENT. '� 4 CONST. 8" CURB ONLY PER CITY STD. NO. 301.,WIAL MEDIAN IMPROVEMENT REMOVE EXISTING A.C. PAVEMENT. Ad R L T V REMOVE- EXISTING MEDIAN -TREES. / a— CONST. TRAFFIC ISLAND FLARE PER CITY STD; W. 3I4. 205.Dlo' X89' 2278' STATIONS 19100 to 201.00 / CONST, 7R.4FF/C 510AMe WOW /W ' Q-Tq/L AV a---= i � ) � APPROVED 8Y ATE lG ��/� 2a COLD PLANE 0.10' MIN. (SEE DETAIL ON SHEET 2) ER G TY ENGINERCE.No 2 397 DESIGN MAWILE AND ASSOCIATES, INC. RECOMMENDED OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING. SHEET 649 N.Mountain Ave.,Suite Io5 Z S.8 G•l�t! uPHONE�(71�)I 946-Q949FORNA 91786 �F I NECKED RCE.-No.�'�e7¢ DRAWING NO. ci,TY OA E FILE t�o7f�s �07G HA S E " 996E T 114 A' t/ +Sf jV7: wS' n BENCH MARK: BENCH MARK NO. 96-8 $ AT THE WM O! HAVEN AVE. i 3 3Qp TRANS, L/iVE LANE L/rVE 19TH ST. , 44 !T. N. RAVEN i 83 FT. N. 19TH ST. , SET �C vl DRIVE PIN w/C.S. TAG IN TOP h � � � FUTUiPE• s�/�/,�,G 7?Z4,*-1SAS'ERLl" y � AT THE E. END O! A HEAD WALL J , FOR 3-24" CMP--ELEV. 1430.686 Q W 70 /NTE�PS�C'r/ON 11uu P!-�ASE Il W W � of ARRCak/ ROUTS TWENTY SIXTH °� o W W 3 i 3 k STREET � 4 J l 0 `y� n �Agr. /w/w 1 �xJ.�l', ^1Wv� c•M vr`'4'v P —T_ —��►-� * ,�•c. �v�►'+r-ANT _, r J 11Awrc� [sNG 4 / or 40 Moo• /0' t • w - _ - __ . - •. r _. - .. -. - _.._ -. .__ _ - r_._n_n._-a-= ss__-s....-r.- -- --- ------' -_ ---_-- - -"- _.- G�• � _ --l`• --- 4N -- G` _— \ s ✓ Gam• _— 3 c -- - -- -- _ - - - _- 7T ` V - -�-/- - - -- - --- - - - - — —= --- -----_- -- - ---- --- — -- -- - - - --- --- ` --- - 1 - - T— � � d• —� �ICJ�T �-- -- - ---- WC• Cpl �—� µ,d •'t,4 i we — w w exi5r cwce w ^.G. 1'9^ve,,-wsr a ' 8 0 ✓ CX/SJ: /t/W i� Ill 0 ti Q 2 QlilVe 0' Tfl `-" L R L It tWO •,00'49 00t00• -05--v7' r �' do FUTURE �R AA9 PS, ; s 7b /NTERSEC O F � PHASE 1Z ri �v o ARROW ROUTE v J o 4 44 it Ex/sT. /e/W Ex/sr I�KIW F,a•E clop exA&r• tc�E or ,ex/5T A,G. %mA7li r lop A G. �t vE�1CN r ' 14 Noo•b'r+/'w - -" - -- - - -- -- I I lAl00*10'?'T - w _ l 1 n � L N h �SA�t/D�L�ST�4LL DA4026 71AA6 EXISTING 67A 1,01NIS � _ As» cop L/or /9 soH">1 NwaA-1 AWE 1WR4C// /c►5 4WA0 R /- Me /h PM. S "AP t=1 sAwc 1" I p1PIR(-Ar C P �Gr �--�G MED/^N IWiTOVEMCNts.-Alt Ag 14 OEPR�'SS/ONS• N W ' ' — v euINN &x11r1w #i0•• ex/57* /141/w 8 Q �,r►t' NOTE: TRAF 1c 616AIAz DETECTOR zaoP5 ON t III SWT1l RL Y S/DE OF /NTE�PSECT/DN TO BE .. � N =I DESCRIPTIONcf REVISION DATE APPROVE 3 p, x, M, CONSTR(JCrFP AIM-1 1WA5E r. �4 5eE CO/VSTR[1CT/O/1/ IVOrE gezO CITY of RANCHO CUCAMONGA 3 ` : 3 I CONSTRycrroN �oTE: I I � � II HAVEN AVENUE ' CON7/�UC7- Tie4FF/C 9,6VAl &VP AEW �TA1Z av sNlTr e. .46 L T g AnAow BOUT MEDIAN IMPROVEMENT e 0 n• �, �• �,�, �,�• �.", SIGNING & STRIPING PLAN$� APPROVED 8Y DATE ? as' 7r7 Q� CITY ENG.NEER _-- RCE No 22397 DESIGN MA LE AND ASSOCIATES, INC. RECOMMENDED -5- 0. OF SAN BERNARDINO COUNTY J L M CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545N.Mountain Ave.,Suite 05 UPLAND CALIFORNIA91Taa �3- OF PHON?(7 4) q4<�-2-►4''1 HEC KEfl /Ael RCE No 4 DRAWING NO. C/TY 0 TE /Al7 FILE No /070 , Ply SE I " swer s. Eel SNEsTS BENCH MARK !S, r. 4W,Off 4 ffZ. ST eXI-4'T Z.4,ON a G okp�/E iP.PM. 'S ANO BENCH MARK 110. 96-8 AT HCF \h 19THST. ,44FT. N.� qI! HAVEN \ ' .P.4�.SiT/O.�/ f0,� G,./.r/EG✓•�/E'�' Ep4� G/.vEs i 83 FT. N. t 19TH ST. , SET ARROW RO(1715. DRIVE PIN w/C.S. TAG IN TOP r l� AT THE E. END OF A HEAD MALL F Q V \ v FOR 3-24" CMP--ELEV. 1430. 686 N � � Roo, ON 40 ' FA N Z 7--V40.64 �WWrN AW i 8 8Q - MW ._ , N, 1 70gIr L , 7D r` . . ► GTJf4N / At t �J ¢ 5.4vtCUT L/NErt 4 x C1Mi7 Of OV kLAY G _f d Q \ - ------ --- - \ - :.._..�ti.\. . . 12 A/O"tO'24"W ►� ID /7/ 77rc 3/? _ —c /t N — ,_ 6�. SAWC!/7 /NE \. (y /1I t ii7d?r� /--N � �`h�At'T�/ O 44A.1 _ _ _ �� WON �-� —�_ '– r � F r , r 8 1� �J I J L < ILJI t 300' ANO L!/g/T/O.!/ a2 32 e2 fd ?O /A/J'AIANAIIN^w. 8 ` Nr� s N Vv G WON �. -- J8 aG » 8 NO LA �N ' tG //79 99 imet. L/M/ Of A. . D LA T1s' s' 2-- _ // 6.�IbCY/T G/NE �` z6/ r. 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OF SAN BERNARDINO COUNTY JL M CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 54514.Mountain Ave.,Sults 105 UPLAND CALIFORNIA 91786 34 PHON?(714) -14G-0-1-49 OF ON NECKEDNo �'9 DRAWING NO. r/ry DATE FILE Na417 rr7-4 /070 PHA5E Z SHEET 16 OF e/ 'f#bETS 3 BENCH MARK : BENCH MARK NO. 96—B AT THE NWC OF HAVENr.VE. i 19TH ST. , 44 FT. W. HAVEN i 83 FT. 5. { 19TH ST. , SET DRIVE PIN v CS. TAG IN TOP AT THE E. END OF A HEAD WALL Q � FOR 3-24 CMP ELEV. 1430. 686 do 'sem 'T.�A /T/O•t/fO.0 �,��t/E F-aoTN/C�► oz.VD• v 1 G/it/E� E�c�sE G/it/� xkvAef"¢AW. fav AW. b ll6 8 i� f [Fi 1 10" Ago Aaf 4 fAAW .} _ _ _ _ t _ .. _.. "'`� �� ...� J S LAM1r ac Ac o✓E&AY y '197 4 rc 2oi !� re �: �� '�'?X1 G X/NO.L�/�/i" 8 �f �2ooisst GOlc/6TiPucri �€ ----- ti za�� L/NE / Tc i .� i OO.oJ- - - - - - - ------ - --- ---- -- -� --- - ! tie - - - _ _ IsooY A N 00 - --i 97.9 ' _ - - ♦c V' \ $ - ..OOL _ _ !. 11 t-� — — �►- -- -s► — —�► �7, ff r _ __ _.__ _ _.. __ _. 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OF SAN BERNARDINO COUNTY M SWAIA90[,4ST AU 6aVAG1e7*11S FX/.ST/NG STRIPING CONSULTING CIVIL ENGINEERING M��N�$ DRAWN AND LANG PLANNING SN E� T i4 4V RIMAO�!/ ofPA S AoV P Fitz pfPRE,S'S/o 5; 545N.Mountain Ave.,Sults X05 '49-109:7-15. UPLAND CALIFORNIA 91796 35 PHONE 141) 94�-2 ►4c1 �F'---" CKEC KED RCE NO MeY DRAWING NO. C/TY 0A E 4-40 8ro FILE N0IMXW PHA SE el — smagT 7 OF 69Ers W BENCH MARK: BENCH MARK 110. 96-8 AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. + HAVEN %! 4V j ��' �� ,\ C'/,�l�I�/ ST�'fET i 83 FT. N. 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL �4 \ rp ,�� ! FOR 3-24" CMP--ELEV. 1430.686 /" ==401 IZ Gb pv - —----1� ry -- _ —-- -— 'w - - ------ --- � � � �< � —' ---_ --�_� —__ ___. `.�, _�_ __= - _ —_ — n' - -- —— ry EX/97"GA't�G• C:� L ~ n, �� w ; r� E�E- -- -- - m --� - _ -- - --- JIt-it 1 L AW ♦ 9� .. 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S• M _ .. ,��_ fes•! L � sA&M • 6;r At 440rZ Arms CX15,rW& tt� 'tom } 4 1 �?� c�� n' I ` ' rl �/�l�if'iC'//S�6.5' �G(,(O IPf/l�DY2� !�'.'�/y s' �4/1�0 f�LL L__j L �J LJ LJ N L DESCRIPTIONof REVISION - ¢ � .* 1` GATE PPItOVE 33 CITY of RANCHO CUCAMONGA cHURc� sT�e��T' HAVEN S VENUE Q HAVEN AVENUE (sEE owG nrg 684) MEDIAN IMPROVEMENTS SIGNING & SIMIPING PLANS - - APPROVED 9Y ATE 7a 8� CITY ENGsNEER ______ — RGE.No- 397 DESIGN M A D ASSOCIATES, INC. RECOMMENDED �$. OF SAN BERNARDINO COUNTY j �M CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 045".Mountain Aw.,Suits ICV F ANO AL FOOR6Ni Z 1 M J OF__ NECKED RCE• No I� DRAW IN G NO. FILE No _ A076 HA 56 BENCH MARK: BENCH MARK NO. 96-8 V(� AT THE NWC OF RAVEN AVE. i W � ! 19TH ST. , 44 FT. W. 4 HAVEN Z V ` i 83 FT. N. 4! 19TH ST. , SET U V W W V DRIVE PIN w/C.S. TAG IN TOP W tt1 1� L AT THE E. END OF A HEAD WALL O \ FOR 3-24" CMP--ELEV. 1430.686 N't 5CALE. I"= 40' EX15T W — - EX/57. 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Alt * NUE S r •HAVEN AVENUE 3 j I 57 - _ MEDIAN IMPROVEMENTS , 29A5E L� E ROAD SIGNING & STRIPING PLANS (PE R /Mf.' AIL W � 8.39) APPROVED 8Y ATE 7 99 CITY ENGINEER RCE.No-z i" DESIGN ND ASSOCIATES. INC. RECOMMENDED S.8 OF SAN BERNARDINO COUNTY J L�M CONSULTING CML ENGINEERING DRAWN AND LAND PLANNING SHEET 545".Mountain Ave,Sulu w'5 �8 NDS CALIFORNIA 4,F�tA2�17K � OF NECKED RCE- 140 �� OR AWING NO. Gary OA E FILE No PRASE tt • 1 ' 4 BENCH MARK: BENCH NAPM W). 96-8 AT THE NKC fiF MA7Eh A7F,,. 19TH ST. , 44 FT. -IFN. HAtI i RIFT. N. t 19TH ST. , ET DPIVF, PIN M/C.B. TAG IN TOP AT THE, F.. EMD OF til READ NALL FOP 3-24" CMP--EW,/. 1430.f86 43 ' TR`"5/T/OW cOC tXAff y /60� I XN �, - �j �j OfCO-Gt7 ¢ Q45EL1N� RO. N q' \ V D M! ti O OL J GONC.Rl C.4"A/NE L` - i 'r 'l 2 -' r R �s4 .• - - - —- - 3i P5 �3 f b CC vS7�C1J� r / A.0 OI�EPLQY? r - n� s Q 1)2 'moi- ,. _i -_ - ter _ a _ 1r -.'l -.7. .'C- _ .._Ji.. ...11 4Q F ' '�- ilk 16-6, �� 0 L�MrT OF A.0 OFL4Y - --=ate - : : _ �� .(ice _ ��■ AEC' � - ---� -- - -- � — _ _ 2 7 i. 6AACUT C/NE ,1 % - ---- -- 21( ku m DGKr /Z J r 1 r j L u L 4 }� SPS' 1 HA kVENUE ku ti P IIA L ENG/Q AMMU6 af)/� ji �/� 11 D 0"('kN Q) h \a !3+01[!TX/�&MH PAG/F/G RA/GROAO� `' 0 •s• a� ® ` y' Sk ! /T4t99.75R R TR4GrK3 V ^11 L INE 8 5EE D T EL 0ETAX/C B OW • f -E'X/ GO,VGRETZ� G,UANNEsG -" ' `f J. k 1 l A �-. -4'/CN.� \ �.` i f _. . �. _ - -ter 3� _.... _: ��.N �- - _' _ � ' _ `f _>�. y� �j�4� -,.�_ __... ♦ry. :_--,�..r � � �i1/�/f/�LA��L 6 - - - - - -- - - - -- - - - - - - -- --- -- - - -- - - --- - - - - - - R.oMs SALvC'UT LINE �PEMOYG� ANO F/LL . _. � _- ..� .t .. �;_ { ___. -.... -_. .. ._._. . . T-' _ _.... .. _-. _. _.:. ._ _ -. _.- r/ -. :-.. _ .,r _ _ _ -. -_ -_. _ _. _ ------ R" : � SIVC o' 00UND ss 1 - h cXMr 13 J ,r, T L _ ?I F ER A _ L O A C O✓ _ Y DESCRIPTION of REVISION ?;� ntoXT: . DATE ►*ROVE CITY of RANCHO CUCAMONGA �, HAVEN AVENUE . \ Q �/ 541/TX/ERN PAG/ /G RAID-80,40 � � AVENUE � MEDIAN IMPROVEMENTS kk HAVEN 3 v a � k x '� y h SIGHTING & STRIPING PLANS h kx v �, �c a Q �� V, v �v v PPROVED BY ATE ��70 77 CITY ENGINEER RCE.No t2.397 DESIGN 0 ASSOCIATES. RECOMMENDED 5�• Of SAN BERNAROINO COUNTY J M ©muLTINO CML ENGINEERING ' DRAWN AND LAND PLANNING SH E E T WS N.MOUMOM Ave.,Suite 105 AJ NECKED RCE No �� DRAWINGNO. G.r DA E FILE No _ /o PRA 5E 1 I 6 • t if- BENCH MARK : (� SEN" ?mx 110. 96-11 v AT THE NWC OF RAVEN AVE. i 19TH ST. , 44 FT. W. 'It RAVEN V 14 .1 i 83 FT. *. #. 19TH ST. , SET �) DRIVE PIN w/C.S. TAG IN TOP Q �J AT THE E. END OF A READ WALL !� VfCi7VRIA ST. ` FOR 3-24" CMP--ECFV. 1430. 686 N ---eX/1r Goivr ce'7s cs+ art:- cte „_._.----_ _–�---"4 ' � — ----- –tx�r. caw.,rcr� cw�►,�wsr-�' _ 8 8 /82 B /D� �° /d7 /LB /� >1C � c-aNG"s fl ' twrr7w/ GiNC _ _ OP A. I Lwl/ ,/ "Y--2 1G ...-. .. UN E �37�.33'T H �► A T � -r. e� IA Ole _ _ 3> � r-C r� - -�-- - - 3�� ... 4��• 5su►�cui GWf M 7 '¢ � -'3� _ *� �• .�•� mss.• �. _ z. _ _ / P 3 � f � �00 tJCN GL.Mt' f�[/TT>c �� _ M9 cA I � s �" —� T ./Vo. a4�6 dDI4Y f hALw Ilk PIC MICIA Or. 14 N ----.� � q V '\ ` W ri 'V k .» - --- - - � 15 15 / Z 3 4 5 G tcA�' _.._. _ -- — — - - tLAr u.�•Q _._ �1 _� ___ _ __�� -.-- -- — - ._.. _ _ - -T_ -- - - __ .. r- , Epi ' tx/sr. � j ._.. ._.� -f - ....7.....__._ .... . ._....._......... ....... ......._ _. ... �. .ts _• J — vtL 5 L-i r CZOTA9 2 4 w�cur c%vE L L� • I Now AM,* , I lAA4D,&"u'9 ' AZZ CDAIf[tC �EXl5'�'Al/C� /��tI�PK/NGS AIM0 R� (/E RP.M 'S A W FIZG N h3 /STN 57. AVENUE HAVEN DESCRIPTION of REVISION IP DATE PPROVE CITY -of RANCHO CUCAMONGA , ! HAVEN AVENUE WTF: M%sc c s/sm& ar)zem e �S VAI 4 NORrI RZY S14C � hVTERSECTION 70 ,aE SIGNING � STRIPING PLAN coivsr,P�crEv �t//T71 PNS Z. SEE WAIS7R* ae%T/OA A07Zcr ffeZa . " t e0A157Rj/Cr10A1 /Vi�r�'•' APPROVED 8Y ATE as �� CITY ENGINEER RCE No 22397 IS e0- W l C7- 7RAFF/C S,6AIAC LGA' /FAF E A1/ sM e. DESIGN A OLE AND ASSOCIATES, INC. RECOMMENDED 1� PARATE LEFT T�/rPN 4Q0ps $_ OF SAN BERNAROINO COUNTY J L l" CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEE T 9 S, 545N.Mountain Ave.,Sults 105 1� t!'IAND CALIFORNIA 91M Pf10NE(711 �-29-49 OF ' KECKED RCE. No /'¢GI DRAWING N0. cin! PATE FILE No• /7- h PHASE 1 - eyee r z/ or zl fmwrlr -i 1-4 . . . _ T BENCH , r GENERAL NOTES B E N C H MARK: i Cavvc3T VCPaAV /, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR . 4' 7V Be' BENCH IKARX VO.. 96-3 PUBLIC WORKS CONSTRUCTION-1985, WITH 86 AND 87 ADDITIONS. AT THE NWC OF HAVEN AVE. i CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR 7'-M 1' 2 19TH ST. , 44 FT. W.. HAVEN ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. i 83 FT. N. 19TH ST-, SET DRIVE PIN W/C.S. TAG IN TOP Z ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER r."r. AT THE E. END OF A HEAD WA POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC. SHOWN OR NOT SHOWN /•io FOR 3-24" CMP--ELEV. 1430.686 ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREASL•L3�15Ti?�'T�'3N �N'JTl'tuCTION 14fR/E5 /' /Ta ro WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR /` �- •a PROTECTED IN PLACk AS REQUIRED AT NO COST TO THE CITY OF RANCHO If 2 4 --- - - NOTE: CUCAMONGA. _ - 4' 6' 1� j ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE B' �� l 7�'� t6o� — tO°r•_— l b SEE SHEET 2 FOR HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE /' /+ 7� exp ,�.c• 5 QUANTITIES ac CONSTRUCTION NOTES TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS 7' / /` G'rb 6 / STA. 97 o0 7a b/�09.00 OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 2 - r} 2 �jg4y5M�N� 4 I 35 _ � Q 4 AN NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO •ao , /007.' i. �' STA, f85.aD 77> 43,175,00 �'4 A3Q� 7'O /09 I-&_9 Gb ow[r i .2�Y-t�o0 / � is 7a 40 CUCAMONGA ENGINEERING r•oo �� ( 1 I DEPARTMENT PRIOR TO ANY ENCROACHMENT OR _ _ 7: =•oo� $T,4. G3 f29,al0 TTj 66 f/9.00 T y CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT- - - - _ - 3 f0 -00 t 14 CON'1rA11C770N 1 OF-WAY. $TA. 7 8 7U 9S 78.53 n�P �f.�c/5j /'► / �'' / / G' l ,�X/5j. /�•G• '+ Ro.ao �� v -J 5 CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO /"�+V eAlIs & 5 CUCAMONGA AT THE CITY' S EXPENSE. STAKES WILL BE PROVIDED AS Co/vgr/cuGr/ON / REQUESTED - BY THE CONTRACTOR AT NO MORE THAN 50-F60T INTERVALS - �rRE�7 SUBJECT TO THE APPROVAL OF THE ENGINEER. CONSTRUCTION STAKES AND STA. O'fG�•00 tf¢/•00 STA. 9,100.00 TO /0•�SO� 4 / 2 POINTS UNNECESSARILY REMOVED OR DESTROYED BY THE CONTRACTOR WILL BE /58�% RESET AT THE CONTRACTOR ' S EXPENSE. STA' //�•32'� f8Z.00 STA Z3,144,00 TO1S'�9�Q7 I' YIR/ES To /ps ----- s•ae; �' �' 'AN e �'�� 5 ALL SEWER, WATER, ELECTRIC, GAS , PHONE OR OTHER UTILITY LATERALS , !�� 2 _ -- - - 1 N ---- — fVg 11AV25-Alf MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. �l3j�r/oN d 7D - - - % Afll-SON AW. ,o= -- I STREET 41 W71SKT/o/1 GON:STR O YAR. / G -- --- ` ' T 12 Z COMPACTION TEST OF ALL FILL, COMPACTED ORIGINAL GROUND AND SUBGRADES � N ------ - __ / _ /� �- SHALL BE PROVIDED BY THE CITY AT THE CITY' S EXPENSE. RETESTING OR 4• t2• /'t /' -- - - `3 AVEMV! = l�� /�Q =A/�TGR UNSUCCESSFUL COMPACTION SHALL BE PAID FOR BY THE CONTRACTOR. / re'1D/G' OX16r. A.C. \\� Rz4Nr4 f CONTRACTOR SHALL NOT PLACE BASE MATERIAL AND/OR SURFACING WITHOUT 7'7a /p' /' /sT��'�� / /�'�YrMCNr �A. �/�09 00 1'U +CLS*095b V ' -- -� �G4vEiV PRIOR NOTIFICATION OF SUCCESSFUL COMPACTION TEST BY THE CITY. /E5 /. (ro ' �A ) 4 9 .�►�NUE _-_-- //1✓7�iQ.S&7X9 1- 8 WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF 2 0•co�/ 7b _ ..// srA• 59t8�. TO G2ftG.00 /"�JGczG.. //YY�. - A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ..�� /��• /�/•-BOOS STA. 9024. T2� 9?1114. 03 /I' r ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR - roo0- _ _ 4 2•ody ' bf44R/ ¢' DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY __ ' ----- BETTER THAN THE NATIVE MATERIAL. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, l 6 7th '� r / q/C/E5 A SOILS (, tX/5r. /4.C. x/Sr•/t•G. �f"rb rt •may STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C . l°I'�YaMKN1A ----- SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE Asat87: 7'Tb /•f' FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. STI P�4/.� 7V ,&41oO STAT, 2 00.00 To -5/,100,00 — -- STA. 74(, ,VESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE t7: n /� r gl^ •c 4LOO 00 7Z) 34 IZO 60 CONVENIENCE OF THE CITY. THE CONTRACTOR SHALL MAKE HIS OWN a C0+V,9rJcuCj/ON -- - _ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. __ ----- ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY '1D/Z' / G, � P4, - STA. /X—t_.5406 7Z3 A79�407 c LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED co/v3rl�uGr/ON , ! ,Sr.PFET O IN THE OTHER ITEMS OF WORK. 3 5 /5r/t'c /,t WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEA C / A"r. / STA. 7tf67,s'D TO 75„ 87.50 T, LEAN, HAZARD ) TD t2' FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 7' 7' /' 4 di 7� IIS -- --- UPON REQUEST OF THE INSPECTOR. - ro ,� THE ERISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR / ./ ,� 4 /"o07: 10 zoa t rr _ �� ` t r. /4, /' aONSj,CUC�/oN r 2 awc�y�eo� - STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF ='� /.00 X. ro AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO / / � � EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . THE CONTRACTOR _ - _ mgr �G yA ES l ; /5r + ,331( p=er • 4 . /F/� IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE -_- - - --_ /�vr,�tc/vr 6 V /ylV�,MEN / 9 _ _ �' - ArgoW UTILITIES SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE 1�,5j• it.G• 4 /' 2 - - - � - -- 110A(A4Y PLANS . CONTACT ALL UTILITY COMPANIES AS REQUIRED. TWO (2i WORKING ,f S AAV",EN/ STA. 3/t 00 TU .?��20.00 r --- '- �r� r4 1 DAYS PRIOR TO EXCAVATION. 1s /_ j 3 I 3rx��r 1 THE CONTRACTOR SHALL POSSESS A CLASS "A” LICENSE (GENERAL STA. S*G/.00 TO 5.,80.E - - --� �JA, �tO,f G� J0 �J�tl�t00 RIR ENGINEERING CONTRACTOR) , IN ACCORDANCE WITH THE PROVISIONS OF THE _ STA. /7*02. 5 7t7 POf24.GaojlK�T/oN — - — -. CONTRACTORS ' LICENSING LAW (CALIFORNIA BUSINESS AND PROFESSIONS 0 • M sr CODE, SECTION 7000 ET SEQ) AND THE RULES AND REGULATIONS ADOPTED STA. 43,17-.00 )V 5t.,W S 5 v 4Kv M N7 � coNSr�ucj/oN Q I �� ' PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. $rA- S-3 x•02.35 7Z7 S9*86.ae b �l /' r STA, fl-14577 50 TO 76,0&7,50 -5 rA. 60,1/8. 00 70 72fa7 SO � --- -- 7 r 7' r r ^� 5TA. 8S,146.00 7U 90,AZ4. 03 I sTReEr STA. 15-A89.534 7V >7,489.00 ^ff/M�VAO) Y R/ES ✓�tRIES ----- I coNSrl�c�r/oN 2 Z ►vE � OFESS/p4, '� /•ooh! 1a /O' arx ----- h��`'SM%LTON s oo� 4� � � �o /4 Contact all Utility Companies as required, 48 hours prior to - 00/` 5rlT ON /•ooh: 7b i,007/1a3,00, 4 4 v�y�s --� excavation. Provided for _ _ -- _ srET -- No. 148141*+ g your convenience are the following: t•ooy 4 , _ E 4 -31 A. San Gabriel Valley Municipal Water District � � �/8j. /'1•C � � �Ic/5j /1.G• �, G+��1�•- , Mr. Bob Stallings (213) 969-2718 rf' lt2 tP' �V ^ G / � + / G /hc/�+'/t.G• I g - Pr►�vt�NT / L/p�►v�vtrw/' /'f►vBMCNr 2 CAli�d�` or Base Line Road construction /�� //�y 7'ro /Z' /' P/�� NT 3 S D. General Telephone (800) 422-4132 STA. �fpQ.� ja 37*�3,Gb for underground service Q R - -___- - STA. //If t5 00 70 „Sfs,.00 INOEX NAP C. Southern California Gas Company (714) 529-2889 '✓T+' t Ox/5 . (C ( G` 5TA. /25,1�Op M /Z7A�040 / �y r'� ! 1 �D 2191 E. Birch Street (714) 529-7070 l�ty m n'► �M Nr STA. 7,39,166.42 Tb /fSA/3.59 Brea, CA 92621 _ -- _ - - = __ t./�y, �-- caoNsrJcucr/ON 3 5 D. Cucamonga County Water District (714) 987-2591 -- -% - - ow: I 5 A. /98,199 09 " 752*•6.5 00 9641 San Bernardino Road 5rA- 76 7,,0/qp TO 16-0o—la 1.5 Rancho Cucamonga, CA 91730 EX/9r AIC• `' 70 24' STA. 79.L9S.83 70 82fPa.w STA. 772,'48„3t 70 1-6-4-A05_675 I l r/w�MANj 1' 5 r4 /87A89.55 TO /.J7 fes.pp ,eE�rsEo 3/L� a,�G� STA res+-s+s.G� asc/svrs a �o / 3f/o.RTON G".aGEEOEIC 000%^F .9Y Q FCBT 2-2�•eg ,er E. Metropolitan Water District (714) 593-7474 3 b ' .0, Box 54153 STA. S(80.00 7I) •7!-OD.(.Y� Loa Angeles, ca 90054 DESCRIPTION of REVISION PATE PPROvE F. Pacific Telephone Company (7I4) 999-5639 STA. POf24. 00 7D Z34-44. 00 # °ONS�r/oN Y. � coK5r�cucT/cw �urH�>w �>L/�,1 �,�, «w,�,,- ('7/�) ,W-/716 axl5r � C. o'��' .�' r� 2t' /_� z2/� CITY o f RANCHO C +2z A/gcrN 5M:0,Va �1VcN�,a /001' /a /'I"V eN7 4' TO t2' u9•,fn/,o, �bt,wroti✓it. 7i7e� t•oo�' 2 tr/1R/E5 N E TO CONTRACTOR __ - - _ _ 7' 70 0' HAVEN AVENUE ENGINEER HAS ATTEMPTED TO SHOW ALL PERTINENT UNDERrROUND � / 6'777l'� UTILITIES, SUBSTRUCTURES AND THE EXISTENCE OF ANY PRIOR ROADWAY �IP14VAAV�jr /rX 4, S � % _ _ 4 t•ooy I•!ey 1° MEDIAN IMPROVEMENT SURFACES, BE THEY CONCRETE, ASPHALT OR OTHER MATERIALS. IT IS - - - _ _ =.qty 4 4 I t33� ` THE CONTRACTOR ' S SOLE RESPONSIBILITY TO LOCATE AND PROTECT ALL �E�E�O • — -- — — — — 7t- - STA. .57*43.00 7V 40*03- 0 G' rb 24' - — — UTILITIES, SUBSTRUCTURES AND LOCATE AND DEFINE EXISTING ROADWAY- ----�� • -•�� •-��y• � r ---'- �� FAQ1�1 SOUTH OF-LEMON =T0 NORTH OF SURFACES WITHIN THE PROPOSED CONSTRUCTION AREAS WHETHER SHOWN OR -� NOT. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO • ry�VG,,vewT XXL • �� t,�' � �v�MeN APPROVED BY ATE EXCAVATING: OR TRENCHING: TO AVOID DAMAGE TO ANY UTILITIES OR •-•»»-- -••-» -: Al/T£e 11AWr I^Ir/f ,�•C: O(�E,rLAy „5e / ;/ STA. 8Z4126.A0 TD 85146.00. 6 OTY ENGINEER RCE_No397 SUBSTRUCTURE THEY MIGHT HAVE IN THE AREA. s- aAi�C7lr L/il/� -- STA 82,26.00 76 8QfM,00'`OVGY DESIGN MADOL D ASSOCIATES, INC. NOTICE s G"A•e AkfcA T 4�il' •'s'rRECOMMENDED CONTRACTOR SHALL VERIFY ALL AG6`RErATE TSTA. //JSf•5/. 00 TO //y �,t7 9-�S. OF SAN BERNARDINO COUNTY •1 COND ITTONS AND DIMENSIONS STA. /!52fGS 00 TO /SSi85,00 CONSULTING CML ENGINEERiNO DRAWN AND LAND PLANNING $HrET SON.Mountain Ave.,Sufte b5 D TALL PORT ALL DIS- �• tJrLAND CAUFORN1A91M �� OF CREPAPICIES TO THE ENGINEER '� - 5• PRIOR TO THE COMMENCEMENT r '--�"- '- PHONd(714) 946-2949 OF WORK. NECKED RCE- No.14 ORAWMING N0. ' p E � R-15*07 FILE No.�-nLL`� /0 Mo ` i • PHA SE 1 Y s"EE T vF4t sllmn - WAWIcucrlo coNsrRucr/oN � �N� '� Q � coNsj/rucr/oN I fricucT/oN BENCH MARK:� ob'M� ', 5'7D W' 7' /2')'023' taco A AA�/f vv .P.rAY /: � co�rsrlcucr/oN � 1D /' �' 7'la�, IV+�,,�, 3 BENCH MARK NO.. 96-8 • AFIroAf 4-4 _ AT THE NWC. OF HAVEN AVE- i r�RJES �' yAR/Fs Y � � � /'MIN ' l,� �, 23' - �- - ___ Ex/3T. A.0 19TH ST. , 44 FT. W_ HAVEN I / 7, _ i� 83 FT. N. 19TH ST.. SET' 2 2 VAP 7' 01,11- _ coZO ArAME iffr/s'r/At; A.c. DRIVE PIN w/C.S. TAG IN TOP AVIC o./o' A41M.. oA'WeZ uY AT THE E. END OF A HEAD WALL mr.y r° / 4 /�/c• �e+K vrR ' q V 5 FOR 3-24" CMP--ELEV. 1430-686 zoo y, �xlsr /ay, -�� z TYPICAL FEATHER DETAIL ao7.' /ooy,Jai n X c�� °'E° r' /171 ro z• :tt% 4 4 o17. s.o=�• / ��ex 2�/ � rn e(7b MiEO. -__ It , 4 fro A MA#MED) I•� C1a rteZ __ _--_� -CONSTRUCTION NOTES & _QUANTITY ESTIMATES / ✓ARIES �CXIST /'f•c• tx/s'r. AC �/ ( / ) �-!_ - -- _- - - -� _ - i --__ _ /sl ,�,c. 3 �v�MeNT �+✓etMENT �/ lxl • /+_c � � -A .-- O I& - T `" ,eies `-� tws �•G FOR /�NASE X Q/UL Y UNIT TOTAL P/►VE ENT (✓ PA CM N� AW5 . AG. NIR1 / iX/6j G LKjc/5. Ac. G my�� 3 S �+✓E EN1 �>6MANT P✓+vo)"T /�- CONST. 6" A.C. PAVEMENT OVER STA. 119,17100 717 110,171.05 STA. / f O TO /5t 3 5 ST,Q. S5t85.QD D .59 7185. STA. 2Z4•�/O.DSD TO �2G 7120.Do , S /.9G�4G4t 7D /. '1f�.4r 57- 25Ot7/. 50 m P5Z4_4.7, 00 22 CONST. 0 AOAflA A:C. OIiERG4y (5E� ^R47;We A0721Z A YE} -- - _ _ 'At Q 3T4. /63 718/.GYM 70 /67,-0/.,040 STA. 23.5*/a oo TO P3 77140.00 Wo X �c.,�iva �r h C. 1l*VeM0A1r /'►pie oe'Mli. AWIP vv.... .............._........~. ♦5 705 r/ 9 � STA. 269�Z4.AD 7Z) 259*48.610 3�-- SAWCUT EXISTING A.C. PAVEMENT:-........._...._..--•----._....._.__..._._..._...............__................ . ......_.. ............. LF BOJa-'� �It 00N�Tr c00N 3'7a N' �f 1b�6' erq. 26,3716300 TO 26�5't83.00 ct°N�r/cucT/oW C0n457R4 CT/ON ' V qa-- CONST. S" CURB ONLY PER CITY STD. N0. 301. 5�6CIAL coNs7XU�TioN�..-••••.__........... LF VAR, 7' 7" �AQ 1t corv5r/tacr/cr/ g ,f� /O 4'rdM' 7 t't7b/6' �- REMOVE EXISTING A.C PAVEMENT.-------------.-----.---- $F vAR/�5 KAR/Es /' . ' 2 �f'T1)/i' ...__........... __. . ............_....__.___...._.. .._.._........_.._._....._.......... .50 S/D 25 23' 5,To IG v^A �- REMOVE EXISTING MEDIAN TREES. -• _ _ 1 P VkL uM q lr7 � lM/N2 �- REMOVE EXISTING CATCH BASIN AND PLUG AND ABANDON EXIST. C.M.P. ••••••••••• ••••••. Eq r/�✓EM4N�� 9 ' �o , !MIN / t . / �, ,� rn _ �� - vr'+ I�� Vhf qty 4 O--:CCW57' S, WALK FER CJ7Y 5M'S 11 1 3/0 3/l. _........ ......._.......__......_....._.......... ......__ SF 720 j/ • � '�/ • - /.�EX�r/'� l Jr- 2 2 2.�8� 3.33,; - /�y� a-- CONST. 12" CURB WITH 24" GUTTER PER CITY STD. NO. 303. - Lf 2:30 •- (✓ PA T -' - _ ___ �-__� P�+✓�'iCNr P,avaM T 4 ,Cxvi r-ME��tCA9 '` CONST. HANDICAP RAMPS PER CITY STD. NO. 310. _........._..... _......._....._. 5 �yyr Ac. STA. t/.571.94.00 70 t/7A3/. i�y I � . 3 S V RTES ✓ rT 5TA. t39f,5 7a 7a 006,Yo7.00 _ ISX19,r A.C. /I CONST. a" CURB W/24" GUTTER PER CITY STD. N0. 303. _....._............._............__...._......._... �D TA. /t0717S. 5 la 2Z �ZG.DO ( _ ,STA. r5G 7121./3 7U t57,�B0 "f -- - f� ` 3 5 rl4 ►+ENI �,Cx/sj�G l a CONST. TRAFFIC ISLAND FLARE PER CITY STD. N0. 314 ------- - -- .....•• .. - EA /0 ,V,400 95 4- �+ M�Nr r fit. Z"f 65 G7 rO 968 4 Ts c7 _.,�,�q_ - _ _A ""I,,•��1 IT_ 3 b P/�Y ENt @)--- AND INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE 1692 Co/45ri�ucrloN 21h CLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES. _... _ .. L'� E,g0157ZE S STq, 2-q�r 7167 Gb rD 247714.9.00 - - - SrA. 2274/1.40 7b ZZ-1,VZ.00 ,� ocwsrr-ucr1cW -- -- - 4' Tb 2' a coni,5 r,t uc /�/�, .5TA• Z37�d�M 7D 139/, Gb �- #J'STALL 3" 6�4 VAAI Z4rD 0-WDu/r RSP /4m/R.E vGgA_Izma4,AND GVSTAU*-f)W- 7' STA. 2'587147.87 7l) 2.58f?3GY) ! 707 ,1�rp7' AOX,MA4� 1810 TRAft7c S/6MA4 AT EAcy A-W,0 VAR/FS /• ,� /2' � /' 7 47a/4' is C.GvN5r. TiCAo-FIC S/G/VAL LODP Pei'C 0E TA 11. NGrRr01V - - - - - EA 560 _T 5.5 z -l•26'� + 4 re IAKIE� I�IR'/F'S NIJP �@7't Ta2. a--CGi sr. MDO/F/ED STD. �c4ow cwz Y�A .�/ ��C 'OR/VE GI -UP eeme erwe"' sAOr e._ � - r° I y�� ' REMOVE EXISTING P.C.C. SPANDREL AND CROSS GUTTER. -_... .........._.. ..._...._ ._.._ ...... c•F 240 l 7a ro/65 •• 4 �J _ t°a•� ✓A elrS 'K,•,c. ' !so% rb 2 Vi+R- �' fs /E 2 :•/2� 2 - �Ngr��j/0� , V P CONST. VARIABLE CURB WITH 24" GUTTER THRU CURB RETURN . �^ e ' 6X 5,p.c `j /,fc% //3y l9 CONST. LOCAL DEPRESSION CASE "B" PER CITY STD. NO. 518. •••-................................... ax/sr A c 6 ri 4 b tx r ^� /'73 T 7' Cx/ter M,fD.uxa Iq+rb+rlN,�sNT t ca PA MENT - - (m ICE/tEMovco) , CONST. LOCAL DEPRESSION CASE "C" PER CITY STD. NO. 518. - • ••••••-•»•••-_•- • SF !28 041% I'� Zg' /,�i6. /•oy roQ./f/ y 2 CONST. CATCH BASIN NO. 1 PER CITY STD. NO. 502 STA. / 2 426. Td /Z54-46-,00 _ - J c tare V^/W- I' !' watt• �� __ 45A• 5 CONST. CATCH BASIN NO. 4 PER CITY STD. NO. 505. p^sr rl►,e�Es- 3 s - - --_ IA157ALL �G"� Go• ,�,� Fc,�,�,.._.....-- - __.._.._..._........_....._._...__...........__......_......_.._......_.._....... .Ea. 04 c0N3rxUcr10N I 3 5 •STA t/7t3/00 T1J 271,9,c 5100 2 '0 �rry�*•/�c• 10RR/Fs rrusT•,A.c• ,, STA. Z5Z f I �''X M 254,A eg 00 mwr 3 5 G /'Av�weNT /N57AL L G 57EEL e{C.EELIER A'PL: __..___.....__.._.__ ..__...___._....._....... ... _................. STA //9 A30.07 7Z) //_ 9.84 S 8 G0 7l� Z xWe r• .Como ._..._......... ... ._....._...._...... L.F 8 / 4 2 lA. Z55* 4. 56•�29./ CST o. A. /47710-9 09 717 /-¢8� 09 (>b Q R ''aD vo )rz_AovA0) _ 5TA. Z6e�75.G7 Tb 270443. 50HEADER. L /O¢ AR/ES 7' INSTALL Z" JC 4" REDWOOD ---•••••••_••--•-•••--••w---•-•••••-••• •••»-•--•• TA. /6.9o,/6.515 70 /6.9�6Z. fps y, I n !�y. y„ EXISTING STOP SIGN TO BE RELOCATED. _- --.-.•--.__..__.__.._ ...._......_.._..._ __..__ E,q 2 2 VAMP/ES STA. /70,15e.144 70 /72 /48. 3.� 4 �r BATTERE/D� rlapic�-!/P) REMOVE AND RECONSTRUCT EXISTING 16" C.M.L. � W. WATER MAIN TO MAINTAIN 5'' 8' 46es f/qL' To BE@--A " STA. /857199. $S TO /87 x-89.5 7' _ _ - _ ^ T / 30 COVER BELOW PROPOSED FINISH SURFACE PER CUCAMONGA COUNTY WATER L•F .�O•� /./7 y - _ 4'm /4' / G• Z+ /fil:J(.SLOPE SZA51'17Zy DISTRICT STANDARDS AND SPECIFICATIONS. • - coNS Rut roN -,F- REMOVE AND RECONSTRUCT EXISTING 8" C.M.L. & W. WATER MAIN TO MAINTAIN �>aroo 4 g /1v7! > T /. V �x/5r �+� I7',► Nr -r -� M/L»RD/NATE �- A 30" COVER BELOW PROPOSED FINISH SURFACE PER CUCAMONGA COUNTY WATER L•�' �/S [ 711*v�-n t 3 y #�^ '. (/7y 6717. 30/�//=;FD) .�� /fes / - \ ,, DISTRICT STANDARDS AND SPECIFICATIONS. �� STA. tZJAOZOO TO 2354/1.00 R-r ; 8 REMOVE AND RE[DCM EXISTING FIRE HYDRANT - ~ - -..- 8A. Z l G' 7t7 Z4' ✓ 4'A�/�' 2 2 - - ADJI'J5T WATER VALVE C�JC' 7V f7'NISH GRACE..-...•....-..._.__. le5LOC.4TE AAD AafUST 7Z) GPACE �XISRA45 A iR AE Z45E 'EA ,3 a>' / ! �y n7V 5n DWG _.._._ E,el. ! tR/ �. t1E5 /t _t I it•• ' �� co/vs r�ucrioN F /G� , i (/G"� 30' WF1�E•LBOIN. .._...... ...................._ ` •� STA. / 770.00 O /.3p�'10•Gb / �- - - - rs '. s'ro - F�4. Or•: '; -- -- _\ 4' 1t Ta t3' o,�I�� 6' � SON �C.CWD e0l PROM� 5 ,IV �� coN-SrrucTioN �7c yrs . ✓+ / G'TO/6" I I . GSTMNfYE " 1 FCSZ / 51 - _...... I P,4✓ div /Mit/ I�,P. V • � x r /� ,.^I•�� _ //�1---_ ` _.� 3 5 Al pET�fIL CGrit57. J�ANC7x�v 57RUC7L ZE "A" FM C/7Y SM NO -50&.... LA. �. T i ,z r. 7 g.0 STA. 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DESCRIPTIONof REVISION OATS PPROVE ✓�,E r V / 5 1 STA. 203.1 OD 777z/0 7180.0 T aoNs//cuerN�o �l`�23' 4' 4'7aAt6' e�nee o,e #P I . 2 ASR. CITY of RANCHO CUCAMONGA 2 ' 43 I r/'� coNSr/cucrloN 1a tlt.s 7 7 2 Tb/6 2 HAVEN AVENUE a.,1a % Aor MN• MSN• NO".O R �A IL'S �,� MEDIAN IMPROVEMENT 7 Ewe =xisr / cu�crs �-�- : s . he All&ICAME Jv SOUTH OF LEMON TO NORTH OF WILSON FROM _ A G / ) 4 /s .�,t. 101R/E✓ r4474r.47 �l'/Z�T VA/U tr APPROVED 8Y ATE 3Tq. /6/713/.O9 7V 16'3•&8/. DO /rte •. _/�: �►v tNT 3 y �rcurSc 3 5 rAv�,nlcNr 1 off! STA. ?49o-ZV49 )v 250 •7/. 50 CITY ENG,NEER _ RCE No 22397 s r. - SrA. Z23.0-49 00 rD 224*io.0o QaOFESs/p� 1-4 �% ;j%tTO,V �� DESIGN MAD SSOCIATES, INC. RECOMMENDED STA. Z39�74.00 70 Z39<95.7G I . i 5 A c -t `' ��`�,, -SIGNAL LOOP PLACEMENT DETAIL s.,5, OF SAN BERNARDINO COUNTY 1-r EX/sr A c / i i,./ l EA STA. 25'!480.50 M 258,•47.87 �� o ;� - N,rs -- - -- - - _ CONSULTING CIVIL ENGINEERING 19+VEMt=N 5TW. t59A4d,00 )V Z63tG3.00 IMc �4Pt4 T� DRAWN SHEET ac AND LAND PLJ►NNING �\�\\f �L?//�7 � 545N.Mountain Ave.,Suits 105 ✓,'• • UPLAND CALIFORNIA 91786 2 TA. Z10.4 8000 7D 2/3�ZD.OD PHONE'(714) -146-2-i4.1 OF CAt� / CHECKED RCE. No _4c DRAWING N0. ck c_/Tr p TE tee. zo /017 FILE N o 7n. /076 P14A SE ZU - SHEET � OF 4' SyEET a +- - - BENCHMARK- p! t fiI i t 1 r , t 4 t - - --� - -} } t r -fi - r T + - + - - -{- - - - I� a\► + AT THE >!TWC OF NO. HAVEN AVE. i � � ]BENCH : t i + - - i a i i i - --i j 19TH ST. , 44 FT. W. HAVEN l ( 1t 1 1 1 i ET j T � * .r � 83 FT N 19TH ST. , S I W 1 '� _ } 1_4 - - - -- , - DRIVE PI w/C S TA IN TOP 0 u , : 1 t O:G i - ; - -1 1 +' AT THE E. END OF A HEAD WALL - - - - - - – d °" r i . . t _ — 1 : 1 t t t t - + - t r ; 1 '` t 4' / ' t i i FOR 3-24"4" CMP ELEV 1430.686 u { �.} i w z loe.0000, Sp . 9 .01 j 9 _ - 1 r : 1 } 1 \ - 2t} + t w I Q 1'F i t 3 ! i : , 4 , ♦ t : : / i / 1 1 , ^J i , w f �h 1 i till 1 • i � l 1 1 1 - - - ? + t 1 '?� -\ T �- '\t f aye; tw i j' ._ .J ! } } `p�'{. / ! TV/ w• LJ- : - : - ♦ ♦ _ -- _ _ - _._� - \ _ -1 _ ♦. - /yam _-_ —1— Al 00 i 0 �{y,�t� ; i /{ 1 t fi t i .r 8 O t �. .r 1 N I NSTu / `Ile 1 t �1 y �N tIlk 0,00 — 1oqpN+�+,� * u� :4. � ,�, ^ i / �/ � � Z Z N.00 L.fti•3J'' Sv, ? t TO ¢F. .LY i# -\ �' / : 0 O .• $. ,� ;/ . �i f� y' 147 / ' } t t t 3S : 40 _ s t t { } / N � nl t f t i t - t To t t V• ` ,t y $ . �t�y� i } - - } ♦ I I 1 ? t H O0000 + 1 `�N -: t� v� . 5�ir. `moi /��' } i �. t / g ,�, i a ,ice _ ; .t : '� I i « ; y�?' ' ; y� �� /• `. 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Si+wCur c/N,� � �� l✓snwCur c�lv� WNL !� C/.�� 3 y s rlt 2' c 148141*+ of esx/sr 2 r� I 9 v �'" �v L/Mrf�c « 2 y2 v) E ` �� 1 l-• ;•-' q�R[Ay ❑ /5 h o"logy ��+r �' �. — ---------------- -- ----------__ flit so ........ ........ ........_... .. t• �� >l ilt_ moi'!! ✓si i -�r-- --------- -------�`� *_ X � o�c��c -- -- -- _..- �`� - ,"ex/ar, n ,oirc,E ve r j. c� ,tm T \ �� _ Eaysr cu/ca f ar7"r,�C I -- e. ► I I '� wo rVd" N .� --.E 0 �� RX/sr. ^/w I Ii/.4t2�iV 1//LLsIcS'L� +e i 8 1 w 8 8 ��` Il; ` - N • \ , ESCRIPT ON of REVISION . CONSTRUCTION NOTES D I GATE APPROVE j�-- CONST. 6" A.C. PAVEMENT OVER •�'~�e � - -S� CITY of RANCHO CUCAMONGA G(1/'�VE DAM CONST. G4,V"MAI.. •A.C. OVERLAY elWE �E,47% e A�MIZ v��ET Z) A G T J SAWCUr EXISTING A.G. PAVEMENT'. HAVEN AVENUE �— /C''f 0 ''f`f" go5.00' 't5.3J' it.76' � �-- CONST. 8" CURB ONLY PER CITY STD. No. 30I. sgc/AG czax/s,T�/c7�/o�v� MEDIAN IMPROVEMENT REMOVE EXISTING A.C. PAVEMENT. STATIONS 220 +00 to 221150 !t CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 314. APPROVED BY � DATE�t �i,Z' /3 INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE CITY ENGINEER _- RCE.N022397 AND 2VCLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES. DESIGN MADOL ASSOCIATES, INC. RECOMMENDED Alarffr /"/,9,4Mt/ SL�t�' 1,0 A770,41 �V Ct�'t ,51' 'tW -e"r S,,�S, OF SAN B G CIVIL ING COUNTY sr(•E�YE -11wz ,eE ev1vr,i41A1l5 7 A117r IAl 77/E MEOIA41 CONSULTING CIVIL ENGINEERING A&PD�e Alll RE �SSXA� DRAWN AND LAND PLANNING SHEET 545 N.Mountain Ave.,Suite rlo5 UPLAND CALIFORNIA 91786 �_ OF• — GaNST TR�►�f/G S/GN�►L LGnP PER DPTAK GN/ 4NzGT C. 6 �bPHONK(714) 94G-2949 e0LD �"G A45 0.07 ,VZV. �SL5E GFTA/G ev/ SyE�T e) NEC KED RCE. No 7'¢B/ DRAWING NO. `tJ c/TY 0 TE � FILE No. ��'� /O76 P14A5E - sHEEr s Of- wl sHanir - - - - - T - t + + + t + + } t t + -- — — - E MAR t 1 ► . t : t , t t ; BENCH K . _ 1 1 } III 11 1 tI T 1 1 1 r ► r + --? -- + • �11 Q�l BENCH MARK NO. 96-B- t_ ; 1 + AT THE NWC AVE. - -- , - - I f r � � � � , • I I rt � '^ i � I OF HAVENit ? ;� �'37 . , FT. W. HAVEN a r - + - t - - . i , f - - - - - - -- ST. SET n -t 19TH ST 44 t t { t + t t } - t & 83 FT. N. 19TH , } i i - - - - - t -- - Q - - – I - DRIVE PIN w/ . TAG IN TOP , - - - - t f t r } p b yj t } ♦C . U 1 i Vim : t C S I � � $ � � • t t AT THE E. END OF A HEAD WALL t - - - - r - -- t r -� , N \ r w r ? } s - pp y p� . i 1 = � + ? - { + } r ' ei _ ' _ : _ FOR 3-24" CMP--ELEV. 1430.686 N 1 VN ; / N 4 O L,X35-. 7' :� 1 1 ' N ; -, j =n ni : t + — - 1 O , 1 �.0L : v 1 ~ � -14 �� 1 tQ ; I i I t ti t V! ' t Q1 O 1 VO * fi A Gal 1 1 t t 1 I W. -•� O t 1 R I i 1 N 4 �p - - � � .�. -EX r• F'S•IU � ; : ;� b1 t , t ;/. f t N v I _ a ,ver .-'CU op G. y 1 ®� Z j t ! t �� I IN N r t v / i } I i + } t t - -i +- a .y.R l000l �. } ? 6. a t jz t } 1 - 6 O i ��. } v, \ iz� : g 27 } }} - ' I �' 11-ID - - --- - -- e T1 r ; + t + } t T ' t • 7 �1 , I t N I ./ V y'� 1 ? t t , 120 . r + r r } r ! : { F i; r _ _ a ' t t r - I : _ ' L ; : PROFILE - I I C 1 I t t 1 NOR. 1 z 40 �, t ; VERT. z4 1 a ' 22/ 222 223 22g 22 5 226 227 228 220 230 23/ 232 AVENUE 8 � 8 P a it II g 8 G4 -- G - _ _ - - -- ------- -- - - - - --- - ----------- -_ --------- - ------- -- -- - - - -- - - -- ----- -- - — EX/5T 6O`l'�G� �'�X/9 A•C.p/ - EXl5j. CCIrT� - --- ---� - --- -- - - - - ---- --- - ----- ------ - ---- - --- - '. - - ----- -- - --- ----- Jews rw�; - �1 o cL•�Y 3 5 _.. 11 -j L ,3 y 0v�cAr L� f 5eC A T/OIV L/NESw�► A 4w ,�wcur L/a� CO/VSCT! 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Nom I) II Cf/ ate• tea t� ,c ,. sx•5 Cumye DA Tit II I1 Row OrAVKA9T 2•,c A",6rAM Eta 0 R L T SO, //vrL-jKv^/-S KrH /?tNQArroN sp3r,6M CW ,c�Rr R�jtr/oN cY M�a�tN /sct�vo. �A -- /r -fo If 17" tog.oo ' 45.,37' W.761 • • DESCRIPTION of REVISION ' CONSTRUCTION NOTES: ()ATE APPROVE �--- CONST. 6" A.C. PAVEMENT OVER ✓�~ .4e�G� 47� ,�sE CITY of RANCHO CUCAMONGA �— CONST. d,V AM/. 44 elleWAY (5EE AEQ771E,PLrTA/L sr/EEr Z) HAVEN AVENUE 3�- SAWCUT EXISTING A.C. PAVEMENT. a--- CONST. 8" CURB ONLY PER CITY STD. NO, 301.(s�l,4L cav6TRr•�7Ta"V) MEDIAN IMPROVEMENT Sa-- REMOVE EXISTING A.C. PAVEMENT. a-- REMOVE EXISTING MEDIAN TREES. STATIONS 221150 to 232100 APPROVED BY ! ATE • /P CONST. TRAFFIC ISLAND FLARE PER CITY STD. 1Q0. 314. _/� ;/ CITY ENGINEER '' RCE.No 2 3?7 O— INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE DESIGN MADOIE AND ASSOCIATES, INC. RECOMMENDED AND 2'/f¢"CLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES. OF SAN BERNARDINO COUNTY tib7E- hff/6477m/ SLE�t� &,.cA7AW /-'Gl�Ae,6PTUAL D�11-,v �•�• CONSULTING CIVIL ENGINEERING SLEEVE S�W4 BE C0A17A/HED *117WIAl 7hg MED/•4iV DRAWN AND LAND PLANNING• SHEET /[SSE /r//,/Ei?E SSS/QGE 5+� N.Mountain Ave.,Sults los �— GoA/ST TRAPiwle 5/GNAL LGbI- mex aorAm.' on/ syeer r. 6' �• UPLAND CALIFORNIA 94 �� OF PHON (714) 946-Q949 �-C6W PLANE D.0' VIAI rAE 40.WrA L OV�yEFr �, HEC KED RCE. No �'¢ DRAW IN G NO. c/rr OA E ��. i-4s1 FILE No. 1076 PHA SE �I " SN�ET OF 4 S�lEETS 0 0 fi ; ; j rt fi i j r ; j �- '� � p $ I i t t BENCH MARK: { t �- - -- - - - - } : : t - - - - - - : - - -- - - - - l l ! t ; t : t '--� -: , t } t + -- - t - } - - r - - - t + } i - -} } - -� - - - -- - -�-- - BENCH - j 8 i 1 I ' MARK >�o. 96 B . - ! l t r ff , AT THE NWC N A l OF HAVE VE tt l_ Z01- . _t '- + 19TH ST. , 44 FT. W. HAVEIQ''- - - -1 � : fi - �. . .* - 83 FT. N. 19TH ST. , SET i V� ; I DRIVE PIN W/C.S. TAG IN TOP y! ; i p, i t : c • t t AT TFiE E. END OF A HEAD WALL - -' / +� t bto t f } �. } - : _ FOR 3-24j i : :b• I i ! CMP--ELEV. 1430 686 ' t , ' rOP 0 W Y4 -. y , P t Q t f /! .. t t x/ t t , Y C N , l 1 I . r t 1 i t i - tI - --i —: i i / ` : i i - i � u t \ i i. + r �� t + - } t - r t - r + - - r 1 t ! { VD i i ►N.• j i W v \ $ O v i \ � / , ! i 1 1 1 t3 i ; J /: i g i- j u / c+ .. M i d t o"� . i u r �. } - / +. t T +� g X i I N p ® 8 t : b' / N �• + N f 1 1 O.C•' tt. /r t t t t S t j t s O t } � v } My /: r• t i i — r. f t t t 1 - : a : ! 8 : : w (• : : tip �O' / 2 Ib 1. : : + : t V Vi i : i a # - ,. M O , 0000 � r � � --� • f : } + , � : � t � ' � ` 4 Vj /! --� t t � � t N 1 � � b,� / : } �- i 1 , �• d+ `�'1 �1 I Al �: /1.4 @41 8 u t - ol ! j .r ! J J t w Z i ,, / / J \t 100, / t --t- - t- - - t : - - �• /� -. v j - { $ .: :b• / } + - - } �/ 1. a t • - + t 7�6� Or '5"L YL f y Q // N I .01 •� t I ! / 7a w y ��• .� Z .►p 4 . ' / ; aJ � N l i : ' PROFILE t40' ! i "OR. j 1 w v -- - - . i i t ! i } t r t ! t t j ? t t ? i i ; ., } VERT. 1 =4 : ! f ! 232 233 234 235 236 - 237 2,38 239 290 2g/ 292 MAN Y^N STREET • o 0 8 * z II •� Ztr �� w � �, � � ` � �� 3 f � y, 0 / EX far �w y � w 5 - - Ex cu — - - - - - --- -- -- ------- - x� It•C•D/KE---- - - - -- --- --- -- -- - - - -- -- - - - - - - - -- - - - - — � � f1E N 4� SNOW A0080jo0or w� _ LiM/7'-5 4f _1 V _. ..• ._.. t ..__... °v �,+r _.. rz - - �1 �� ;. �► .w�•y � 3 y -, �T/ IJ LIN,C / /� 4 5 �� / '� � / � h�•r�v�r. --- _. - 1 -'v00'/6'07' -- - — -- ----- - r /ypp•pisO•E — ,�, ^ - - _ EX%ST.MFp•Cil RS(To,dE�6NtO�i�O) -- -- - � / - _� _ - - - --- --�- - - - - __- - r� —— —� —� — — -- ——— ---— ,, lS. {* — C.O f ��^,�' /� � �' o /t , ,�/ �. �xlST.n�,Eoirkn/ cu� ,3 5 PONrl[cv_ Dox f I �;�`^�"S/f�ucr/oN \� �� e• ..... t" e� .r .�sv� `, 4 �. y / - .. f v�__v� �CONsT /GT/gN --- / 4 �oc,� crewsr• /o, �l,�+r/1� Cr • 1 s =-_--- c 3 5 • _.2 a I !-• � �t•c•�v.�a++�Nr sp- ; " II ��'''y s ZIWIr5 of i�sg41, /� —— — ---- OVB/t!_,Ar =77 Ex/5r cu/Sd / �1 F / 1� p � E —M — — -- -- f�C/bT �/W -- w — -— —— ` ! / -- - —- < � EIC/ST yY y H e g . �• Q 75 ' 6 Cl1r'CV� c�arA A67E 7e a�Ae72**f ('mrom -qr^• tze *so 70 . r"t rc.r) awTAcr sarrr�yE-R4v cAc!>*- ti, Aaw Cr�sr. r•tVA'+Erb ,7c iWs S K L T EO/sov mMFf_C' FOiP 2o /�T vnce w/rn /Rfc/w+T srs7f� SERt�/CE PO/NT�ONi1/ECT� O�1 --- /r•90 ' t9" r05,00 ' fS•37' Re.j8' cw Amr/°rn rrow cr meom/v X04 wo- CONSTRUCTION NOTES: ( rom am-�o t-re 7o or^. Zg7 fCO) CONST. 6" A.C. PAVEMENT OVER" .4,4,P�c:e�„�-aC� ,ger 1-rIC o�A01^N "`�� 'v D ESC R IPTI 0 N o f REVISION DATE APPROVE p- CONST. a/O' ,yev. Ac OVERLAY (.SE� F�ATf1ER c�TA1G 6;4z& CITY of RANCHO CUCAMONGA �-- SAWCUT EXISTING A.C. PAVEMENT. PER CITY STD NO 301. Qle At 4zlss aerlat/ HAVEN AVENUE a-- CONST. 8 CURB ONLY P C 5�--- REMOVE EXISTING A.C. PAVEMENT. MEDIAN IMPROVEMENT G�-•-- REMOVE EXISTING MEDIAN TREES. • Q�OfESS/p,� STATIONS 232100 to 242100 12 CONST. TRAFFIC ISLAND FLARE PER CITY STD. No. 314. � T0�� , APPROVED 8YIf /3 INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE h �p ATE l AND 2*'CLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES. r >N0. 14814 GTY ENGINEER RCE.No e �I/o7,r-1016AT1DrV Q'EEI�E GaA77DN f.S 4"VK4 117iAG Ate/! "q66-PF- 5,,WZ_ 0,25' COA17,4/NE,D /✓/Tf//it/ Ti/E�ED/•4if/ * C, ` * DESSN MAD RNARDIASSOCIATES,COUINC. RECOMMENDED /Gf�SE !I►�YE�PE �SS/BL� �'�rf V` \! �� CONSUOF rLTING CIVIL DENGINEERING OF CA�1F DRAWN AND LAND PLANNING• SH-EE T e%w � elemA/ (�c5 nrr.4/L w omrr 2) 549 N.Mountain Ave.,Suits los v G � UPLAND PHONE CALIFORNIA 14 946 2949 26 OF NECKED RCE. No %� DRAWING NO. ATE ��.z /say FILE No .r,� /076 P14A 5 jr- 77 SHEET SOF 41 SYE.ETS oCt, �. BENCH MARK : t 1 ► - - - -} - - - _ } }- } t t - _ - -- - •- - - - { r —� : } T } r t 1 . : I T + � ' t - - _. -- - - - -- - BENCH MARK NO. 96-B i } - t - t - t ; 1- AT THE NWC OF HAVEN AVE. A + r r � t - - r - 19TH ST. , 44 FT. W. HAVEN : . t 1 i } - - : _ - - - - - - - ' -. - FT. N. 19TH ST. , SET - -- r - - - r } ? - ♦ - of :NI:L } = * _ 83 # t L .� � DRIVE PIN w/C S TAG IN TOP --_ - - -- q r t t r i ? ` t �• i AT THE E. END OF A HEAD WALL t / O 1 � t t FOR 3 24 CMP ELEV 1430 686 f - - j t - _ i i - - - 1 __ _ i - } - t- • i ` f i : � :/ — �; – � ! N � � � /� ,.ASO -� - - -- ' ' rM S f Z y rIr } - } 1 .- -1 : : : - - i - ; ! - r f , '(` i v i ✓ ! f / O f ,;. .� g 1�: ; .� O O ' - - - - -- - f t } ^ �i'r , ^ -10 teloo : 1101, , f . - : a ; +/ .. 5!1-y , $ t t /'i a 1 V /00,100 .001, / m . . s �i — - - - f CU/"C .� N g 1 } / O / i u; t i 000' 4 lool f , (� rA in � i ilo �n5 � .N �t 1 ! i - - 1 t - t w / t �. r 1 s i� .. , / �, / �, ^ (1� V �i �• �j - t . . —: — op ool lk �r / / / : T t ! Q j v T ;f.,�45 OP / �. lor RIP rt t f g �/ N .�' '' ' \ . Q l i i N 1 i t vPz• /coo.�4 PROFILE ' \i ,;�/ � 1+ 1 1111 HOR. I - 40 00 t t i VERT. I =4 4r-.� 2� 7 d X $ ff/5r Guy" 4� � y 4 1 f curr�l� a O O► ,K Y `'.------ -- ----- Cl,A6S 6/M r'J U`y Jai a riot- or ./s I Aj L/A1/rte LY kk 8007' ON 1-#VC � ,t a �►r y 1 / `1 'f .. t ... ._. `.......... _ J c� 3r,�lr uT _ __..._. ...� J G _ t .... �t L J_ _ - .... ......... /2' ; Lf CVrrMZ-(IV BE 1 t i� exlST Src�CM ,V 00°/6'07*4 _ _. ri � j \ -- ---- ------- ��--moi ;; �-: - � - - - - -- - -�- - �. -- - . _�- � _- - - - - - y �---- ----_ - --_----===-- --- _.... .. .. ....._ _ ........-j/,,• ! . - I f f` �_.. . .. ....... ..... ... . .. x c. CX,ST. o 4V 4 o fi Ecru �.i'/s7 _' 1 Q '� \� 5 �; S `�J �. +ter u ' , ` �' W L/M/r3 �t,c `� / 3 4 , 5 L/M rs cr \ —� o��+r 15 2a i5 1 W/"v ---E-- l n -------------------------E------ �c rr� ` (_-- —E =- err — A67l5 7?� TX.4cT�P C E.f�/ cr4[•/F. 14 O ar C2�/F�7NY Fbr �' ` rt S�4lih�GE V/NT�N�t/KT/oN v Fi si . G CSO" 3rA• OP t M 1'0 49Th.$j7 f rC ex/5r,sush►&s ^N,o/CoW Cr rla cW qnr /"r��4r wear4N CURVE D1ATiA o R L T CONSTRUCTION NOTES D E SC R I PT I O N o f REVISION e� DATE APPROVE a /2 �¢O♦g'" eo-4,o0� f5♦37' 22. 749' /�-- CONST. 6" A.C. PAVEMENT OVER CONST. a 19'AflA 4Z AIEaL.4Y E FEATf1ER LF1t 5�4EF'T g) CITY o f RANCHO C �-- SAWCUT EXISTING A.C. PAVEMENT. HAVEN AVENUE - CONST. VENUE - CONST. 8" CURB ONLY PER CITY STD. NO.' 301. � i^lf�L CAVSTiPI�G'TlGif!) MEDIAN IMPROVEMENT 5�-- REMOVE EXISTING A.C. PAVEMENT. ! G�--- REMOVE EXISTING MEDIAN TREES. STATIONS 242100 to 252150 7 REMOVE EXISTING CATCH BASIN AND PLUG AND ABANDON EXIST. C.M.P. oOFESS/pAPPROVED 8Y ` ATE S�%LTON� �� -- CONST. TRAFFIC ISLAND FLARE PER CITY STD. NO. 314. CITY ENGINEER _ RCE.No 23 77 No. 14814 /3 INSTALL 3" GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPE DESIGN MA D ASSOCIATES, INC. RECOMMENDED LIMExp AND 2k CLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES. Jcfir• OF SAN BERNARDINO COUNTY ! CONSULTING CIVIL ENGINEERING * 15 GD/VSr. rCAr,=/G S/�A1_ 14olo PER cErA/L ON *Neer z. DAWN AND LAND PLANNING SHEET civti� !* �CALF 545 N.Mountain Ave.,Suits toy �" UPLAND PHON?(74CALIFORNIA46 2949 �F �- OOLD 1 .AMI,C Q/O� M/N. (s,6e 0,-TAIL GW SHff_07` 2, G.j� NECKED RCE.No %¢� DRAWING N0. c/rY OA E FILE No��m /076 P14A SE - syEEr=oF�sl� Ts -- 1 4- � � I i —4— ............ +-- -+-- -t-- + ---+ --+ - -+--f-- f---} ..+-.._.. + - +..._.__.. ...-* - +__ ............. i .................. _,.-.»�__._ _-«..."+----'t----1.._....._...._,....,......... .-...,_.-__i_._.+.......___+-'-- ----+---_f'—._.,.... ....,.__..L-._--+_—..{----f._-.4--__�-... ....... - - , -- + --- t--- « ..V.►.... + + + -+----+.. t'_� - T- .. .......... ,--... ..... I 3EE Sf1EET /tib. 6 --.... .. +---+ -- + +--+ -+ ---•- ._....�_ -+-- .--- --+---�- -r--•.. __�__ ,_. t5c VOO•00 tst t o52 t o.00 2� 2s t 50-92 JJ6 i mai 14MA70H G/N!i � /7 � /7 •3g (17/7,21).�.\ /7 B 90 _ � cn -•w W t0 I SIL � � � �' ...... ...... ... -\- --+...�....... ...,...\.. .._}___,..__,•-_...._+._+-+_._ .. . ..�. ........____._.. (I L II ..........._..........\... .........-- +- + -+---•+-.. ._\ Ir7:' Z Z O O ;n• O O Q ¢ 47' 2t7' :..... +—-+-. +---*--+- - . .. ,........... C-1 Ill I C11 0 N En rnn En En N !St t 9b.op I �� I I 2s3 t t t t In 0 Ill IM 0 H �' H H H �� ,OC I I 1 l I Z 3 /' c I I (17t/. ) \ 172/-0-f) \ w Cl! I I 6 Ih -- } t t } oP - AR t } = BENCH M K t rX/ `T U $ 0 1 + a i V. a �.e ♦ r t -� } -r - } i : r t 1 i BENCH MARK NO. 96-B 1 I. �6 r ♦� t$. �� AT THE NWC OF HAVEN AVE. A �- -t - - - - - + - -- -- ^ �t 1 T r t !� P 3 t ; 19TH ST. , 44 FT. W. HAVEN -1 i , ; I : a p •s, _ - -} - - SET - } - j + i 8 3 FT N 19TH ST. , - t - t - - - } } - / 1 - t , i ; t 1 RIVE PIN w/C.S. TAG IN TOP !!1 �, t 1 t $ t AT THE E. END OF A HEAD WALL } r 8Pt i ; j FOR 3-24* CMP ELEV 1430 686 4t' Off`-;fv.L ^ ; N �t• g ( t i V v g N N N - t� /VI - : ; - fit• t1 ROD r / N '�^N u } l "07 71 wsr 46, ii l � � ,. � � �l' ?`s « � �, �� •� 10% t , 1 } - - i _ - _ - - i i _ - � � 1. y r 8 } + + i -4 •, } ---} - t } - t- j }►� 7 . 1' is Y r 8 / 8 rrw 1 , I 37 m IV s t /140 IJ kb ; o % 0 ! : r n : i j i i ' # t - t / /J/g e ' - , o �. 74ST t �, ; `; : 8 Ct�iPB ;r -� fi 1 + t r , •a , � �+. a .O • 7OP cY )c�rs�/.y , r. � �. •�.`�({' � , r t , I % CD/it/tir +. ;9 'curd,8 i _ m v u 0 1� `� i Q• W :/�`7 : t r R M n• 1 �1 N - - - 4, �. . 8 r fir: ,� 8 ,� '/IV� ' y a . - - ' 4 tic. i i t 41 t b �. -Ing sji } rW(J 1 + / t /14C6 Fes) ® b , c\ t K .� o 1 �. a o y / ' _ t i i i v S: t v ci } j$ 7 Z t 1 t O -� 0 d / 1 0 'TOP E'Ly.' a )025 !4 O .o c �; ; : u i too Its 00 4 aGst�i .G. ID oa PROFILE OFI L.F , i i t i t t : 0'� F >�: : !1 , ISfR/,4 ,� t t . Y 1 } t y 00 Y:C. HOR. t A40 �/ ,e G , , } { r - ,Q /dvz cpa ,r o. r VERT. t~=4' f 1 26 2G 26 GG 267 2b'8 269 270 271 070 3 4 �. 5 M � �E Sh7. 46 1 z2 A///- 90M Ar*/ENUE' 22 S L 14 Q -4 , •, V ♦ 5CJ't L�: /'=g0 gr H r ''" ZmZ 8 --- : ' �' e N 0 h 16 M Q Z -- -------_ %ti J /r5 'N � ^16 r a'r+� cui'r�o/ '�' �1 qtr W `3 ,� �t A /3 �T �c,rMG C/a,W/ rwo1f0 _�_ SECT/oA/ G/N& -_- _ -- - - _--= --- -- - - - :: �- -- IrL 'O7`�--- - -- - �� - _ j _a _ - - --N-°°-.cs .�s•� __ w- x yT MAoiiw cul�a f CON9TR LST/ON - - - T- - - - - ";rrA/c(roAB7L h f �. -,o- -- -- ��L'� u10 � �.... ��eM a 5' �� r It ) 0 jy lin 8 k� P ' 8 �1ZP�'G?JA8 ECEvs Tn t"� w 4D�$ � � � Z • p EX/ST/q/c ELEI/S. fzLP LOCAL 10 F sasivcaW,^T.+tlucT/ON. ANTE: � m � h Li0 1 � O ,COWER GR4TE. STRU S• '� Z k x °� f CONSTRUCTION NOTES: z " � �. V Ia-CONST. 6 A.C.A.C. PAVEMENT OVER •S .�'�7 y, n ' k ! : �--CONST. 6.0'M/N A.c. oVEiPLAY /sEE-�A7NER L�TA/L Sy�T2) � � �� e ,M � � W RX, h � � � V v g �IRVE .DATA .e�via,Ev ai�E .r c,e. esnl. t4st�.6a _: e� SAWCUT EXISTING A.C. PAVEMENT. fW M� e " / 5�voerCr.v a;",sca:cOE.0/"'PLS ArY a �� r7' 2 CONST. 8" CURB ONLY PER CITY STD. NO. 301 .(Sf&r/AL GZ'AOVrR4"4WDR/.) $'N� it PNIGN CONIC. $ REMOVE EXIST. A.C. PAVEMENT. • AA 6�4I (7V 8E , t ,y d V ,V -4 DESCRIPTION of REVISION PATE APPROVE CONST. HANDICAP RAMPS PER CITY STD. 110. 310. 3 M , k �{ 'M - �+% yI p /4 /K•40'99" 905.00 ¢5.37' 22.78 CONST. S" CURB WITH 24" GUTTER PER CITY STD. NO. 303. •h ��, i�`��Yi I � 1�1 n ? b 0 Q a ttj �� /G•,gyp' t/• =.Op ' td.82' /7.5/' �- CONST. TRAFFIC ISLAND FLARE PER CITY STD. N0. 314. 4 M ;� �� ( l� ,� o �, *� .;� - W j b - CITY of RANCHO CUCAMONGA �� 0 1q 0 Y 1. OC -/}6 58 37 3,00 7. 70 /0-/2 /3 INSTALL 3 GALVANIZED SCH. 40 STEEL PIPE SLEEVE FOR IRRIGATION PIPB M �� ` OQ �� W a U AND 2 1/2" CLASS 315 P.V.C. SLEEVE FOR CONTROL WIRES. x�� t <�p + ' 17' o7" ,115.00' x•59 ' .x•57' INSTALL 3" GALVANIZED CONDUIT FOR FUTURE SIGNALIZATION, AND W57ALL � �y' v N7O` �►',�J Q 41 W`� V v � , , HAVEN AVENUE 05 RXL-1 jl, MARKED TRAAF/G- S/E,A/^L A7- EACN eND H .'500 55.�f •'�G2 REMOVE EXISTING P.C.C. SPANDREL AND CROSS GUTTER. �' �•� 1 �1� /9 &'-'09 n 1�00 ..�. .tt.� �- CONST. VARIABLE CUZB WITH 24 GUTTER (THRU CURB RETURN) . �phk } �� . C � �, , , , MEDIAN IMPROVEMENT CONST. LOCAL DEPRESSION CASE "B" PER CITY STD. NO. 518. �N. 1 0 -z V �- To � � �s00 -�� CONST. CATCH BASIN NO. 4 PER CITY STD. NO. 506. 'L CONST. CATCH BASIN 140. I FCR CITY STD. No. 602. R ~ V F: U n M STATIONS 263100 to 270143.50 a¢ CONST. LOCAL DEPRESSION CASE "A" PER CITY STD. NO. 518. � �' REMOVE AND RECONSTRUCT EXISTI10 11 NG 16" C.M.L. 4 W. WATER MAIN TO MAINTAIN N 21 ESS/p �A 30" COVER BELOW PROPOSED FINISH SURFACE PER CUCAMONGA COUNTY WATER v t V ^ Wx, �p `tT0 APPROVED 8Y DATE �' y E �,� SM Nf t DISTRICT STANDARDS AND SPECIFICATIONS. t '� �, GTY ENGWEER RCE. 0 22,517 REMOVE AND RECONSTRUCT EXISTING 8" C.M.L. & W. �� `�`' �X/� C y WATER MAIN TO MAINTAIN )� bb * f341iE,ME/t/T ;; >No. 14814 DESIGN M ASSOCIATES, INC. RECOMMENDED A 30" COVER BELOW PROPOSED FINISH SURFACE PER CUCAMONGA COUN'T'Y WATER � ac � DISTRICT STANDARDS AND SPECIFICATIONS. 2 � E� �� 5. �6. Of SAN BERNAROINO COUNTY 0� �, $ CGWsT 5/DFWAU�C PFR C/7'Y STD.'S IVb 3ll7 3I1. ,, 4 /14F�A.C.P.4t/�i�y �l * '�• ,, * DRAWN CONSULTING CIVIL ANt3INEERINO SH-EE T A 'rl C1 VIL AND LAND PLANNING Ar 545 N.Mountain Ave.,Sults I0 Q ��/ -RELOC� AAV ADJ7�CST 7a �� /�� A/R �/Fd�� {�W 7V CnVFO / h CALF G. r`: UPLAND CALIFORNIA 91786 2✓ OF Wm- G.G.W.D. 5TD DK4 AV. 7. Y 9 cc vsr. /2" CURB W124' GUTTER PER CITY .Srn /1b i3. :l�IT' x IiG� PHON (T1�) 946 CE. No / HE K D RCE. 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END OF AHEAD WALL yt4� I h k V4 ' N F FOR 3-24" CMP--ECFV. 1430. 686 E7T _T c 0,v - - N• 45 9f�L ""C- •L �._.__- .".7 -.. ... .... �'�i'!`w�4f:"'—'_— . -7�7� OAr - - ( ---- w - ` -—- -- „ - — - --- _==Nor' o ---c-- - -t - -- -- - - - )'/sr.c-.s./w GON�T/'CC�T/ON n [ N ri E � tnlD 1� SGNA � 3on Do 7 9p4- v. w l �:ur �✓Nc �/t� _ I _ - T Jl-- �op- toL "7_ /. .... gO , � ✓`'� _ - ��'.�.._....._ r... 9ro' ya' Sb' y,�.•ct-.ter Lz4 EX CUA0 t � � W �� it Ii � • r � ti � �. ekN 44a I zt c po V,e �' 97REe7 k-, N1A1E7,Ee1Vr14 3,41 W 'V OTE: rReSif 01SA 5 AA'OV ARROWS TO C(1 f C V� ,Q�►T� _+ 'C QBE REMO(/ED W1 r// /9'' TO G T D 0 d H/GNLawO CO/Vl$ 2475.00' 45.97` 12.78' �( Q i o ` o 'M ,4 & o Z y p v v - � •• � W 1. v v V ME HIGHLAND O r• 3 W , t a Its, ` AV,ENU�E 8 w � Z O z � a � I 8 41, ex;5 rc/W • - , x/sT OC - -- v Ax/s . GON'G TL ANN � — —— —— `'too MOLE — u�,TV � -------- r � �EI�G� - • � ro pE ti�ov�.v �� t" � i ,1G•�YF,M,�NT ... ._.... . .....L� ooEi�•N'..._._ _ .. ...._.. � .. ... /P � :c' --— \ _ yc C a I" lF LIN 4 i I ro I - .. IL .-- 6X/5I 'K/�rr`• 6Y7,'V. G.MN .-n _ y 1 - - - _ - -_ ._----. . _--- - --— ----- —._ _ _ ..........w—. _ _ _ - -- -� •- _. _ - - - --- . . -— -- - _.._- - - I: "v 6103A tr 7 w.. Jt A 41 �E 06E / C ✓ �+ r/ - r 1,v4y p o i Iml?'S Or V r1.0.P/�ViEJN�/`/T�\\ w`AM 9'n — — — — o• — — —__ a5ro. ..� Si o• � � r \ vExibj. - .,oil � ✓fix/ l �� Guru � / � �� yE 5T• cu/c,5 f a/TT p ftm. z - L_a Ne R/w ` W /wTE' I r g 8 8 0 5 WPAZAST AZZ COAIPZ IC77/% e,rZS /�/ r,�/� I �� ( o g t ; i " �AWle/�' LINO APEJ�� ,t�PM. 15 MND �/LL - N V V lei- r, N U �b R 3 W Q REt//5E0 P44N5 FOR 3L4NE5,NORTN&50 Tf! (��Q ,�.•• C s y a :� .� �� - �� ` o � �• �` DESCRIPTION cf REVISION OATS APPROVE .f. pot ♦ 0� 3 Z N 2 o � CITY of RANCHO CUCAMONGA curt VE DA TA HAVEN AVENUE A�-- IL•*O 'j'j" 2py.00' 45.3 ts.�' k•� ; �� /n• MEDIAN IMPROVEMENT ROFESS/pSIGNING & STRIPING PLAN • .�'� �`v oQ �, TON �l %1) p� ' y��5 yo�f APPROVED BY DAT >N0. 14814 cc Exp. CITY ENG:NEER RCE No 2 997 C' ` # DESIGN MA SOCIATES, INC. RECOMMENDED ck� l,, VI j�� OF SAN BERNARDINO COUNTY SOF ryAll4v' CONSULTING CIVIL ENGINEERING AND LAND PLANNING SHEET DRAWN 545N.Mountain Ave.,Suite J5 �!� UP AND CALIFORNIA 91786 AMR @V PL C6 OF r CHECKED _ RCE No DRAWING NO. . - 6/Ty OA E SEB Awl FILE N0 467-m- /0760 P14A 5E O)E lCHEE;rY _ _ Vol - IF OW BENCH MARK. °' © • BENCH MARK96-B ' D u•` AT THE NWC OF HAVEN, AVE. ' i ® N ILI19TH ST. , v 44 FT. W. \ HAVEN i 83 FT. N. 19TH S .... , SET /• ! DRIVE PIN w/C.S. TAG IN TOP I d W AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 C 3 AVCNU& .� � � �� ;� � Z •� I I ISI ��`- a�.: � 'o �. � . ►. � � � . � � � ,, it. II -� � � .. 3� N � 2 4 zzzz_- P, -- R- - ---- --/,Exl9 AZ-01 — -- - EX/5r. CUT -- = -- --- - - - - _=------7 - -- — — — - -- — — -'_= - -- - -- --= — -- - - - - -- - - —�Sx;5r • (.E7c/5T•GO CP � � � � �T �EryT . �vn lei –� -- S M/15 Q 5 2� ' � 4' '� - • ..... . t � ^-jam •., � - �.�4 ......... �� f y11 - - - = I ---=nc - - — — - - f ex"sr w METFrc �. - -` - - - - - ---------- -- - - 1 3 G :��•- "'-,�51ANK'.(/t LIME- o � J/ •'�4 � - � y'�I �-' y �� -s�DErRF��,�u�7 �,.-./1 k'r_..•- �lL.. 'tea v�""`' �/L .�E � ��/,' ^p •'i tp - ........ .. Ti .. rp 1 A°• O 4.Ay / / JVD t -- • _ ! p 8 ��r gv II jl i 1 Q E : II II I No (J { J s I I I I iV C f ars,. ere f so m y174. "-I-#P� b � Cull ve DATA - \', � I I I I w,1�1 Row or 4x15.r. z-,a we/Ir."t *)tE es 0 A'"-ltox. 2p //V?'EC�'tL8 WITH '�[R/��Oti 9r5T6N► O+� R L T o-Mme'."t.ti' OW ' /r 217b.00 * 45.,37' t2 ,. N A ?'� t9 7H O� �h '� W �� STR'Erj 'ET �• fit : V• 8Z y aIth - z/ //' g of ��3 _u � ! �( � � N • � � .. .. a t `. Nim sIc — 1.- a�--:ate:Ss-- •s. —��=� lC�= = --- --�— A� (r a � r I./NC__ �.• �•• • O -Y l q 1, ^i ._ ^' 1 / . .'w �••__ OFES �1lTONL-7 � j �. - - - --- - _ _ , 6 y • � � � �- _ 4'Fs 1 . � - _ - - - _ _ —_ / - _ � 14 14 - -�op•O/'.W"E __ F � - EX/3T.MED C�d(Tb AE RBMU/EO) _ ,-- _�_ / v � !1 --- - - - - - .-� - - - - - -- -- - --— r T j - - - Mr- �exlsT IRR�r�aN./ �oarRac eox �} (/ g I�UG /ON r "p % /t t JEx,ST, M�pian' c< - .SACT/ON 'L/NE i� t �.. _l.-..'9,c,�8 *J,f' Cfv c_• \ ^ w ,N� - `/ coNsTl'�4rI1 ' �xl5r Cu/SO r P�' GUT Tr"K -- - twsr lr�w -- -- i l ---- -- e v E /JEO PLA" AZW 3 L.4ME.0 AVRr SOUTH 4/r? h w � �� I( a• (I tn• � � - 0 R v Hee cu�"Cv �` rZ ' W DESCRIPTION of REVISION GATE APPROVE L GArA w v �` Z (r�taN 5Ti'+• ptd *Ab 7b er,�. t,53 ►2c.G) R T : Mw qw Exrsr t•tVn�T4R rmI C,Am'mx 3 x•,wr�wa v wtltr acR,ct�*rro�+�ysT�r CITY of RANCHO CUCAMONGA /t'� t9" 5.00 45.37 er•Te r ,moi ww,ory/"naw cr MEa.+N 1&^%10 . .. �• _ . 611 SM � t46 >b sr^. Z,7fCO HAVEN AVENUE W AX101- AWsrl� 00�w of r)WES o� a 4 W a/tr Jnr/ow ori ArAol^,v K MEDIAN IMPROVEMENT © SIGNING & STRIPING PLAN m;W APPROVED 8Y ATE 5WIA A57 AZZ. CONfZIIIII 4T XX2571Aq- 0T�/P1�" CITY ENGINEER RCE No 22 97 �i�C/N6S' �4iv0 REMOY� .QP10cf g , ",p 10I, DESIGN MADOL C ATES, INC. • RECOMMENDED l FRRIe.55/ONs'• Q OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN 545N Maintain PLANNING w"Subs as SHEET UPLAND CALIFORNIA 11766 ` PHON?(714) 946-2949 �F " - NEC KED RCE.No /SSI All • DRAW-INC NO. C/ry p TE � FILE No.�n� /076 , P14A 5E III - sNEEr �z of sHEErs BENCHMARK . BENCH MARK 140. 96-8 AT THE NWC OF HAVEN AVE. i W s sc,��. i•-qo 3 r, C Ot I v 2 19TH ST. , 44 FT. W. HAVEN �► l `� �•V ,M y 6 3 o g g ^ pQ 1 83 FT. X. 19TH ST. , SET 8 ^� A a b W Z m 8 � a DRIVE PIN w C.S. TAG IN TOP N 8 w H 2 N \`,�► r V 2 \\ 0l� . q'� AT THE E. 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Z y s _ arc- s - ...► y bty �" l.. EUGIE Of EXrsl S.rV#W4-a ry ^�� 2 i3 "��1� 4 i ^ f� MC �. \ + _ \�~ _l. _a Y. 73 -4 --- - - �• _- V. t z ) ( P ) t EiC�E .� �0 _ �1L.. / i .�. 1tlC�7 L�N� ..�.�.. �J uJ. VO- ..................�,/;� - - - - \� \ 4• v �.G.p^ M / r— • •-� .. ��..-_. 'r—_ ..._...._..F. ... .-1• i� 7► _..�.. ^ ._..�......... �— w' _... w r0,W,11 4,A � ----------- 'N 1k a! 2 � 4vp `♦ h a �. r �. sc,��: ��=40' S �A0 "Sr AU C�IV�G/�'7% �.�/ , $ �% >< ,h W/L 5 AV/E. MUE ,, �C 1+ p W RAR/ 49S AVP RPMA/� e. 5 AND `/LG O 1• k v 8 $g � 2� � +�Q DEPRESS/ONS• o 0 8 8 W. 8 �� f curM� ,�_ �� LSM; �-� �3 — �, v ;• --=__— ___ DESCRIPTI ON of REVISION �+ PATE PPROVE hour L✓n/G CITY of RANCHO CUCAMONGA - -- - — - _ f ¢ cONSTRCc7"/ON NOo�iG 07'C sem . — ---- ---Av Ir.'07'� -- - - - �t �Ex57M4pnKGuCLS - --- _ _.i t i __: - __ , -.�- 6u,rt� '0,�,�,� � -- — HAVEN AVENUE - --- - - ------- ..., _. ----- - - ,ate — lift v . . .� _ --� , s =:- 4 L �-" MEDIAN IMPROVEMENT SIGNING & STRIPING PLAN -- ---+------ xrs b IN. �_---- -- i=- - _--_ a---= ------_ - - _ OFESS/0 car --/ so, �c� T Nl --- � � --I-----� �, jcurrrn -� I� � I � -- -- -- � ��Sr�1. 0 e�� APPROVED 9Y ATE � 1 -- / Ex/�T S/w 1 I iii V ti !No. 14814 r" _ RCE No 2997 I $ g Q I I N 3 E* .1 - GTY ENGINEER MAD 1tSS CIATES, INC. RECOMMENCED ti G I) *�f' C1VIL ',t DESIGN OF SAN BERNARDINO COUNTY r w (I w IV Q CONSULTING CIVIL ENGINEERING SHEET N ~ Z>Q ` w �� 4{ �I < <•� i 4rCAND LAND PLANNING 1 I Z o s v �, - DRAWN 545 N.Mountain Avg.,SUlta 106 F I' V I ` aOle UPLAND CALIFORNIA 91M AZ_ OF 7,;A �4 V' h �Q ChtECKED P%ftAHONE'(T11► RCE No�¢ DRAWING N0. GrTY p ' FILE No •liT /070 F r _ 214A SE_ BENCH MARK: BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN i 83 FT. N. 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 C-/6 t MOV, Qs � /'SCMO )C CaV)mZ/CT//V S7�4i IP/N6 V � vzl off>o LIQ N3 ` �j 3 _ ..... .....__ - ....... __ _... - _-. _ __..._._ .,. .. _ _._.._ __ .___ _....... __. ...._ . __ ...... __..... ...,......_......._ _ �4 z : i NJi # _._.......r_ _ : .._. ._.... _...._ _.... _.. _ _ _.__ _ N' e t 4 _, W _ - __ V c _.._ _. _ 1 f dAy <?c tp<01 Al �.. _. x.. 2 ' 4 i w A Y ' C/eCTS J?00 TYI�' �"s cit ' ` �` 300k1�1 ,tet �/ .o,�s a, .. �/ Com '; 0 © TY IlI ,6�t1'Sf3/C�t,D,�S t. / '4 POP �� W �I �rtxA/c�to>�s N TYC—P t LEGEND TYFIF- 3M BARRIcArXm • �o" DELINEATOP- - 3 SIGN ® WORK . A SPECIAL NOTE -� C-19 A MINIMUM OF 7 CAdYS MOR To C-1 5U'RE CF INTER-6ECTToN, AD'1/ISc RY INFOFWAT10 W- SIC-44S SHALL HE - - AJSTALLEQ ALONG HAVEN AVENUE MD CONSTRUCTION NOTA C-16 OF PENDING DETOUR-S.Non�rlNG MaT�srs " E RIPT 0 "-I8 DETOURS. D SC i N of REVISION DATE PPRt)VE --PAIWr DOUBLF- YELLOW UJNE CELNE7M ® W P CITY of RANCHO CUCAMONGA 3o---W DEL*?EATt�s O 5 FT M4TE'RVAL..S sum mmrTr-- mxa-- uw-- TY� zd ��,c ,r_ s HAVEN AVE. & WILSON AVE. �•/cQ, c5 DETOUR PLAN — PART I FOR FESS HAVEN AVENUE MEDIAN IMPROVEMENT �O /p . APPROVED BY DATE T� GTY ENGINEER RCE Na22397 Na 14814 RECOMMENDED E* j A DESIGN MOF SAN BERNARD NO COUNTY CONSULTING CPAL ENGINEERING DRAWN AND LAND PLANNING SHEET OF CALF 545N.Mountain Ave,Sults 105 v N �' f0RN1A2l1' ¢ei Of NECKED RCE. No �� DRAWING NO. TE FILE No/OHASE H -- SMUC /¢ o i H)5^1wos1t- 7-V)6• BENCH MARK: i BENCH MARK NO. 96-D AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN T yf'� N vevvil l cAaff N/T� C-S � C 5 i 8 3 FT. N. 19TH . , SET DRIVE PIN w/C.S. TAG . , TOP AT THE E. END OF A HEAD MALL FOR 3-24" CMP--ELEV. 1430.686 C%v T7- 8 19� ' Vir-# C-2 f305MOVO (.,:1aVA, ,1C_T/NG sTig/r'iNG ~ F-� A)ffMoV,5 GoAhl'>L/CT/NG sTM1r1A _:; S+6-E o � a. p g g � � fes;QC5�f�%�'�o,��lT/S/�it/ , c�,.oG T,� fid ✓�-3. sy +rflu, %aT ►v ; CO - -- - - i - -- =T - --- -- - -- - - -- - =_ __- _- - -- I r — � Ic dw 4 O - ' . ////y +- J"/l� I ^ Z ////1 �-Ono Awaoso"�x.ar D e�► SON V ,' I ic.Mc } s-_..-:- •a.w.r s x...si. •aa. -.r e:r• •v ate.�s..rr v.c-�.a v.a sa.. i-.. .a -^-! - •u - x.� -.»+a.•! .a�.i.�s Saar as/ir :�:.ttav .i .i- _ •i.a ssc•s.w=arm. 41 0 _ 4F 'j� 1 - 1} IV -- - Z t It ok V %a yK' A' IMP i ' w � - J -s i u, ID I' LEGEND P-+ 7)TE a B.IMICA AE �--+ -ry"_ =1 eARrzrcAne � 1% . I 5K;N ' SPECIAL NOTE A MINIMUM OF 7 CAM 5 FIRM TO CL05LPM OF , AD'VMCKY INFORMAMONN_ SIGNS SHALL_ M -- - - — 0 STALLJM ALZ)NG RAVEN AVENUE AND N&M-5014 AVENUE. tI 7 (ING HCrRnFtJz75 aF PENDING veTourzs. CONSTRUCY!ON r4OTES D E SC R I PT I O N O f REVISION ' OATEPROVE �� t� CITY of RANCHO CUCAMONGA a2 -JO" O�.*I�►TaR 0 W PrIN'�/At!s , � a 5 Pr '"m!M""_S -� _/8 HAVEN AVE. & WILSON AVE. sam WN rT r- EDGE LINE I I DETOUR PLAN _ PART * M:i FOIR HAVEN A MEDAN' 'IMPROV FESS/0 EMENT . oQROAPPROVED 00# e DATE �`� loo CITY ENGINEER RCE NQ22397 6�j No. 14814 DESIGN: MADO D ASSOCIATES, INC. RECOMMENDED * EXPL. _3f31By J N Of SAN BERNARDINO COUNTY * CONSULTING CML ENGINEERING f/C�� ! DRAWN: W AND AtsND PLANNING as SHEET ` ) •M. T JR INLAND CALWORMIA 91M APHONOmp -X949 - oF— i NECKED RCE. No / DRAWING No. ATE B FILE No -MAS 1�)HASE HOMI %SHCCT./L OF r &MCTS WATER SYSTEM NOTES CONSTRUCTION NOTES 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF THE CUCAMONGA COUNTY WATER DISTRICT. QUA11rrm"'S REMOVE AND RECONSTRUCT EXISTING 16" C.M.L. W. WATER MAIN TO 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MINIMUM COVER. �-- MAINTAIN A 30" COVER BELOW PROPOSED FINISH SURFACE PER CUCAMONGA------- -- 304 LF COUNTY WATER DISTRICT STANDARDS AND SPECIFICATIONS. REMOVE AND RECONSTRUCT EXISTING 8" C.M.L. & W. WATER MAIN TO �- MAINTAIN A 30" COVER BELOW PROPOSED FINISH SURFACE PER CUCAMONGA----------- 1095 L.r 3. -"M WATF_R PRE56URIff rM THE d LINE 15 ISO I!5.I. AND FOR COUNTY WATER DISTRICT STANDARDS AND SPECIFICATIONS. THE Id LINE IS 50 Fa I.. �- REMOVE AND RELOCATE EXISTING FIRE IffYDRANT ASSEMBLY.-------- - 2 EA. 4. FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE FOOTHILL FIRE DISTRICT STANDARDS AND SPECIFICATIONS. ®--- ADJUST WATER VALVE COVER TO FINISH GRADE.------------------- .9 EA. RELOCATE AND ADJUST TO GRADE EXISTING AIR RELEASE VALVE TO CONFORM_ _ 5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE WITH C.C.W.D. STD. DWG. NO. , 7 . ' AFTER COMPLETION OF PAVING. @--INSTALL (16") .f WELD ELBOW. ------------- ------- EA• 6. ALL 6" WATER LINES SHALL BE 12 GAGE; ALL S" , 10" , 12" AND TACK WELD ALL JOINTS 80' FROM ALL ELBOWS IN EACH DIRECTION PER 16" WATER LINES SHALL BE 10 GAGE STEEL, CEMENT MORTAR LINED C.C.W.D. STD. DWG. NO. 9. AND WRAPPED ACCORDING TO A.W.W.A. SPECIFICATION C203-96,WILSON AVENUE G205-85. 7. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE 22 X� DISTRICT. i ' S. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA ♦ � �A COUNTY WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS 6 4v.00 w l6E&W FOR CORRECT INSTALLATION OF THE PROPOSED WATER SYSTEM. AVIILAVD WaD S L.AB E 4O' PIPE SFC7� FROM 9. WATER METERS TO BE M. A. A�I/NT11/N _w COVFR. I �� • 10. PRESSURE' REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE �. /�=�O� WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE I)3) . * 00 X)r 11. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS SHALL `O CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODEr ♦ TTTLE 22 r SECTION 64M-C. 12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINEf TESTING AND STERILIZATION 5HALL BE PERFORMED TO COMPLY WITH THE - - PRWISIONS IN SECTION 5 CF (2JCAMONGA COUMY WATER DI51-RICT G G`r� STANEARD SPECJFICAT10N5. T- 13. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY }� 8�C THAN LINA DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ?L7 _ CONSTRLA=0V_ ON THESE PLANS. ALACE POC Am REL 4.sr VALVE / 14. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA Ar 06// RI/NT S,EE SHEET /0 ROAD DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN STREET fDR STORV C)OVAI RIGHT OF WAY. 15. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS BUILT" DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. T T 16. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY � \ WATER DISTRICT. ♦ .Ob- 17. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT HR'1! / C/ AVi4/ N� AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. HAVEN 4� W � AVENUE x.12 COVER. 18. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE sill EXISTENCE OF ANY UNDERGROUND FACILITY. • 19. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED DOUBLE CHECK ASSEMBLY LEGEND t INSTALLED AS A MINIMUM BACKFLOW PROTECTION REQUIREMENT. 8� 3 • C.M.L. a W. WATERLINE � �� .*I t *w.00-AMW a,� HE 20. TWICTEkLME GONTRAGTtDR SFW-L. CE RESFt7N51Bt Jc RSR THE IN5TAL.LJrndM Q AN- 0 CCnlll GATE VALVE WELD N7oMAfNTA/N 40 �c 5YT b OF D TRI C r FURNISHED METER. 80 5. FIRE HYDRANT �� •� �,¢ //r'� s/ZE QAfl_. #w. SERVICE LINE a METER .� E N G I N E E R ' S C E RT I FI C A T E t f BLOW-OFF THIS CERTIFIES THAT ON AUGUST IS'-' 1988, I REVIEWED THE PLANS OF /� DOMESTIC WATER SYSTEM FM HAVEN AVE $ WILSON AP., AND THEY MEET THE REQUIREMENTS �cs�wGL,t� CLero�Y REDUCER OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS AIR RELEASE VACUUM VALVE WILSON AVENUE �� `c AND THE SAN BERNARDINO COUNTY STANDARDS FOR MINIMUM REQUIREMENTS FOR E L E S E 8 SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE. i LIQN THE DISTRIBUTION SYSTEM AND TRANSMISSION MAINS AT THE POINT OF NrA SUPPLY TO THIS TRACT ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH SECTION 5. 21 OF THE ABOVE QUOTED i STANDARDS. JAMES MADOLE R.C.E. 14814 I • S/If A� !/�� e9�. ,e�'TEo f/LL rtEfE,P 1b Q�.�!•I 4'3-OMD ELAL-AV DATE �fO,C T.CE•�/GSf�/.�/a` fEE AlDTE 7 � tOG'rwEGG- s^ F ESS/p R E MARS HAL CERT I FI CATE . .,0000 a • .,,,o�e�.�� S'•��\ITOp �s FIRE PROTE YSTEM APPROVED PRIVATE ENGINEER'S NOTICE TO CONTRACTOR M ,aca rro ossK ct� �` y �� o NOTICE a : ' ; / . .' c3 �r = DATE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR SHALL VERIFY ALL77777771 > N0. 14814 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF CONDITIONS AND DIMENSIONS ExF �I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE AND SHALL REPORT ALL DIS- NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CREPANCIES TO THE ENGINEER CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PRIOR TO THE COMMENCEMENT TYPICAL TRENCH SECTION BEND DETAIL pF(!A��E� CTOR FOOTHILL FIRE DISTRICT PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OF WORK. NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION .v07 TO SGQeE (45aTYP.) OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . NOT TO SCALE BENCH MARK PLANS PREPARED UNDER SUPERVISION OF PREPARED IN THE OFFICE OF DATE APPROVED DESIGNED BY DRAWN BY CHECKED BY DRAWING No. BENCH MARK NO. 96-B MADOLE AND ASSOCIATES, INC. U A M 0 N G A COUNTY WATER DISTRICT 88-w72-/ AT THE NWC OF HAVEN AVE. 6 . OF SAN BERNARDINO COUNTY 8Y J. /V. R.W.W GC.W.D 19TH ST. , 44 FT. W. IIf HAVEN' CONSULTING CIVIL ENGINEERING ASSISTANT GENERAL MANAGER & 83 FT. N. j` 19TH ST. , -.SET , M. .MADOLE AND LAND PLANNING DATE APPROVED 'v r SCALE WORK ORDER No. HAVEN AVENUE & WILSON AVENUE RIVE PIN w/C.S. TAG IN TOP - - 543 N. Mountair►A�re.,SUITE 105 � i T THE E. END OF A HEAD WALL UPLAND,CALIFORNIA 917ee As SHOWN PUBLIC WATER DISTRIBUTION SYSTEM SHT. 1 of 1 DATE BY REVISIONS APP�D FOR 3-24" CMP--ELEV. 1430.686 DATE R.C.E. 14814 PHONE(714) 946-2949 ENGINEER) G 5UPEW sl EEr = OF_ �EI�� 417.777-5