Loading...
HomeMy WebLinkAbout1652 GENERAL N o TES CONS TRUC TION NO TES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga lO CONSTRUCT 0.55' A.C. OVER 0.75' A.B. (FOURTH ST.) * 3664 SF Standards and the Standard Specifications for Public Works Construction - 1997 edition, including 1A CONSTRUCT 042' A.C. OVER 0.50' A.B. (BUFFALO AVE.) ' 13855 SF its onnuel succ/e-rents of amendments. Controctor shol! be familiar with and shop be res onsible p 2 CONSTRUCT DRIVE APPROACH & SIDEWALK CITY OF RANCHO CUCAMONGA STD. 101TYPE C 2 EA for adherence ,to these Standards and Specifications. G CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 1 EA 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire ® CONSTRUCT CURB AND GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. 104 970 LF hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be the removed, replaced, relocated or O CONSTRUCT A.C. BERM TYPE D1-8 PER CITY OF RANCHO CUCAMONGA STD. 104 82 LF protected in place as required at no cost to the City of Rancho Cucamonga. © CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 114 2620 SF f COUNTY OF SAN BERNARDINO , CALIFORNIA7 INSTA TYP " " MAR RPR F3. Any contractor per:or,mrng work on this project shall familiarize him-self with the site and shallO LL E L KE E CITY O RANCHO CUCAMONGA STD. 130 4 EA be solely responsible for any damage to existing facilities resulting directly or indirectly from his ® INSTALL TYPE "N-1" MARKER PER CITY OF RANCHO CUCAMONGA STD. 130 1 EA operations, whether or not such facilities are shown or, these plans. CONSTRUCT CONSTRUCT CATCH BASIN PER CITY OF ?A.NCHO CUCAMONGA STD. 300 2 EA 4 A permit shall be obtained from the City of 4oncho Cucomongo public Works, Engineering lu C DEPRESSION CASE E R TY OF RANCHO CUCAMONGA STD. 307 2 EA Deportment prior to any encroachment or construction within ary City of .Rancho Cucamonga CONSTRUCT LOCAL " PEP CI easement or right-of-way. 11 INSTALL NO. 5 PULL BOX 9 EA 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at al! 12 INSTALL NO. 6 PULL BOX 1 EA hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more FOR 13 INSTALL 1 1/2-INCH CONDUIT 1810 LF than 50 foot intervals. Additional paving stokes may be required by City Engineer as needed at 14 INSTALL 3-INCH GALVANIZED STEEL CONDUIT 30 LF warped or vertical curve ureas. i0 RTH 15 INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD. 501 9 EA 6. All sewer, water, electric, gas, phone or other utility laterals, .mains, or crossings shall be 16) SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 4200 SF constructed prior to paving. I Fi i I ET g 17 REMOVE EXISTING CURB AND GUTTER 455 LF 7. Compaction tests of embankment construction, trench bockfill, compacting original ground and �� I 18 REMOVE EXISTING A.C. BERM 82 LF all sub-grades sholl be performed at no cost to the City of Rancho Cucamonga. A written �� report with these compaction tests shall be submitted to the City Engineer for approval prior to REMOVE EXISTING STREET MARKERS 2 EA the placement of base materials and/or surfacing. iII j I i �0 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION 2 EA TRAFFIC RELOCATE AFF 1 E� A X P 2 SOC E E ISTING IC SIGNA R TA N H L E DETAIL B 0 SET N A t h m ! i n f vin materials r h !! m i the i n in r. I I E NO. 3 2 EA 8. the co p et o o pa g, o apart sholl be submitted to e C ty E g ee I UFFALO Listing all tests or determinations completed to verify stability oil content and grodotion of ` 22 RELOCATE EXISTING SCE POWER POLE BY OTHERS 1 EA asphalt paving. OVERLAY EXISTING A.C. PAVEMENT AND JOIN 0 COLD PLANE 4340 SF 9. Prior installation of any paving, a materials report shall be submitted to the City Engineer. 11 INSTALL STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET LIGHTING J Listing all tests or determinations completed to verify. R—Value, sieve analysis and sand v III 3ED SITE PLAN ON SHEET fA f % STANDARDS (16000 LUMENS) HPSV BY SCE, PAID AND COORDINATED BY DEVELOPER i7 -�•EA equivalent of aggregate base. III 1 5 CONSTRUCT 27" RCP D-LOAD PER PROFILE 58 LF 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to �� f- r -- - ._, ,r . • - _ • . 26 CONSTRUCT 36" RCP ( D-LOAD PER PROFILE ) 15 LF ) determine structural sections. 11`i`IIIITIT � Ili � Illl � lllI I IIlllll _1J11 lll � iII ! I � ll �, � I � IIIIIII 11il � i � ll � ll : � II � III � IIi� � I � Illlllli -, 27 CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. 321 1 EA 1 EA a' ,� 11. When improvements ore to be placed on native soil which consists of a rocky material, the it ( 8 4 8 4 b 4 b P P 28 REMOVE EXISTING 27" RCP 58 LF sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all 29 REMOVE EXISTING 36" RCP 14 LF voids or depressions shall be filled with a fine grade material of a quality better than the native �I I , material. III I a a b P 30 CONSTRUCT GREY RUNNING BOND PAVER STONE TO MATCH EXISTING TO THE WEST 3150 SF I ' 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the I � I _ 4 P 31 COLD PLANE EXISTING A.C. PAVEMENT PER DETAIL BELOW E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's �1�1i "� �" / T�® CONSTP CT M2" PZF7(D-LOAD PER PROEitt) recommended rate for the full pavement width prior to paving. iI a ! LEGEND: Q 33 C0N5n1 IXT` PJ HTTV0 LMr- VM CITYOFPA" 2 EA. III b 8 4 d f CUC,AMMNCan elt7. IIq 91~GTION A-A. CUCAMONGA 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, III b 4 b P b INP 6 0® CONSTfZUGTCaMbMNLY TYPE At-8 f M CITY Or MA CMO 4G0 LF the contractor shall make his own determination of construction quantities before submitting a (jl t CUCAMONEIA 5t'T�. 104. 15 bid. Any item of work required by these plans which is not specifically listed in the estimate of II i I I 1 1 I � I b P I I I I I X k A.C. PAVEMENT ® O {gyp uTI�ITtEg(T7ELEGOMMUNIGATI P quantities shall be considered as included in the other items of work. AND�tEGTFZIC�L,DCCEPrfORTF}E 66 KY ICAL.� Q b P A.C. OVERLAY 0t�L pt UNPFV4F4UNDED AS gTATED IN THE 14. Street signs per City of Rancho Cucamonga Standard Number 401 sholl be constructed at �� b P GolzieitiAL"OMCIAL NOTA°.TNI✓ -*ALL NWC UDE each intersection. — CURB AND GUTTER ANY OVE"rAt? UrILI-nn APVW To w II t a _ �` t A.C. BERM 'ME C4 KV Pa-E3 5UbOCcVUENT TO Q Q cin -- `� P�VIOU3 UNDt G�oUNb1N 15. City approval of plans does not relieve the developer from responsibility for the correction of , � error and omission discovered duringconstruction. Upon request the required plan revisions shall P q q P iII 7- be CATCH BASIN W/L CAL DEPRESSION m c be promptly submitted to the City Engineer for approval. _ �g CIpC�FL1+Nt`i4NDC'G�1i3IRUCT 66;404P LF w << I z a ® -- _- _ =_e_ ❑ PULLBOX 0.13(mft OVT I,i4Y 16. Work site and exterior streets shad be in a neat, clean, hazard free, orderly state, throughout w III Q b P j STREET LIGHT �ICUT, "OVE- AtJO KErLAC:G construction. Site sholl be cleaned upon request of the inspector. i i ILt rXF_';T1NG A.G. PAVEIA " 1T 6th STREET SAN MARINO DR. 'x"•515 17. Contact all Utilit Companies as required, 48 hours prior to excavation. 11 I z b / 1 I �- STREET MARKERS REPLACE PIER`i ' L.F y P q P I j MISSION STREET TREE RANCHO PARK DR. Provided for your convenience are the following: w iII - b - - - `I`" CUCAMONGA > i i I N - '�' —5D PROPOSED STORM DRAIN 4th STREET A. San Gabriel Volley Municipal Water District (818) 969-7911 E. Metropolitan Water District (909) 593-7474 Q iii w � _ _ Mr. Bob Stallings 700 N. Moreno Avenue it SPECIAL NO TE: a ------ S ------ EXISTING SEWER for Base Line ,Road Construction La Verne, CA 91750 t W ONTARIO O ISI THE EXISTING OVERHEAD UTILITIES I I --- -- T���m 1Q � iII TELECOMMUNICATIONS AND ELECTRICAL �p — RIGHT OF WAY SI 7r B. CP�e�er 1-800-483-3000 (tr1:RlzoN) F. Ee+9+ st F '�£�-3--989; Q ii ( 10 fes_-„__ n_1 ,,.,, L I I EXCLUDING THE 66KV ELECTRICAL) ON THE I I — - — — STREET CENTER LINE -;P95 1�19eot-s "tet NORTH SIDE OF FOURTH STREET SHALL BE y 60 P.U.E. C. Southern California Gas Company 1-800-427-2200 Res. to_:J �--.�.��� pip ,i I NORTHUNDERSIDE O D ALONG THE PROJECT b P b P +I FL FLOW LINE AIRPORT DR. 216 N. Euclid Avenue 1-800-427-2000 Comm. II I b PCL I FRONTAGE EXTENDING TO THE FIRST POLES Ontario, CA 91762 G. �te.E -r rATyar�►,� (gOg)�,g��s.�.,-7 it I a fl I a a TC TOP OF CURB 1` I OFF-SITE (WEST AND EAST) PRIOR TO SII IMPROVEMENT ACCEPTANCE OR OCCUPANCY, w w D. Cucamonga County Water District (909) 987-2591 Q,�z�. -.. ii I w TB TOP OF BERM J �� r.,en.,��,.,en r a WHICHEVER OCCURS FIRST. ALL SERVICES �� + P `'`' -� 9641 San Bernardino Road F AnO-L-PH to i•E 5W) G2(c-&2qR 0 i I I I ( I- 5 J G� ( CROSSING FOURTH STREET SHALL BE UNDER- a FS FINISH SURFACE W Rancho Cucamonga, CA 91730 (f20KT10h OF 42?WHIL•L) •I � G. GII TEFZ coMuNl�T1oN$ �' GROUNDED AT THE SAME TIME w o ------ ----- EXISTING POWER POLE .z R/W �o1v80 view t'ARK CoU i-T }21VZ91Dlr , CA 61 2r-70- 50' �) �� Y --��; EXISTING TRAFFIC SIGNAL r_ 50' (��) 9s 7_&275 -�- __ _ _ _ _ _ _ _ __ _ _ _- -- I VICINITY MAP 36' 14' - _ E1= -STRIPI-N O P-LAM _S'H€-E T 4 - �e 0 ��O vo,ESsl EN L. F — ------- --------------� S. SEE STORM DRAIN - y~ ti� 18 � 18 I i RECONSTRUCTION- SHT2 i ---- - -— No.C047255 - _._ V I � ----�-�. _ _ __ _ __. - , _. _._ -. _ _ _ _- __ --- _ ------- —_ _ ----- - oc � (Z-31-03 f2�V19tON 6� gip ES I I LEVEL LINE 2% I ---------� , ----------\ /------------------- \ - �-—�--- -- 1 V�RIE �—; 6 \1 i FOURTH STREET SEE SHEET 2 ( \� ��grFOCivil.tE `��\ o-Mo co MtRcr- CItNTEK OR• 619, S I I I I \ ( CAL 1eANCHO CUGIMONGA GA _ o 0. 17' To 0.33' II I qt�3° 1 x, INDEX VAP (5117E n�IOI.I31IEn, c tzEViSE0 5I E MF ON 51.4•EET iA of 11) [qua) 581- oG�� EXIS T A C PA VEMEN T x” ' X. o so too Zoo 300 400 BENCHMARK. SEE VICINITY MAP I 77 l o ii I /o-fig-o/ SAWCUT LINE S. .C.B.M. 01071 ELEV.= 975.280 5T�YIrM 1-• El-L.1✓ �'tGL' 047255 ta°►T� GOLD PLANT✓ EXISTING 1A 4 GRAPHi� sea E IN FEE, BOLT IN TOP OF CURB AT SOUTWEST CORNER A.G. f^VF_WENT I OF VNEVILLE AVENUE AND AIRPORT DRIVE QYq 1Q ADpt;t7 2 fziGNr TutZN L.ANeS® .4-rH gT��-; 1�•vi5r•r7 c�lY1=WAY G a' W IDS A-OING BUFFA L 0 A VE-NUE- SCALE: 1" - ,00' �Po T. y �� �uTT�R ANDS zP `'Gy� � >>3uFr=ALO /�veNU!✓ , cUt 00-34 BYFugcol: BNGtNt�RtNEi b/ ct 1WFPALO AVE• T. I. = 9 , R — 30 0.33' A.C. OVER 0.33' A.B. * � No. 44280 `� 10' MIN. No. DESCRIPTION DATE BY EXISTING SURVEY MONUMENTA TION Exp. 6/30/01 OVERLAY REVISIONS . 10' MIN. R/W 66, 30 EXIST. MEDIAN ISLAND I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS q C7M COLD PLANE PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE �CA11 C" OF RANCHO =AAAMM 7' 59' DESCRIBED AS FOLLOWS ii %' 1 I t J J1 J� lI 11' 14' 34' 12' ; ; 4' 1❑ CALTRANS BRASS CAP LOCATED INTERSECTION OF CENTERLINES OF 4 TH STREET AND CHARLES SMITH AVENUE Ess STREET IMPROVEMENT PLAN FOR 40- 5' VARIES 2% _ _____ ______- I ;- 2 CALTRANS BRASS CAP LOCATED AT THE BC ON CHARLES SMITH AVENUE APPROXIMATELY 340' NORTH OF �\PN -_-___EXIST. AC 31 1.1 __________ , I - ❑ 4TH STREET Fy _ CUP 96 32 A D --- �- ❑ CALTRANS BRASS CAP LOCATED AT THE EC ON CHARLES SMI AVENUE APPROXIMATELY 516' NORTH OF No. 30534 '2 COLD PLANE ` _______ � 013, __` MONUMENT 2 Exp. 3/31/00 EXISTING A.C. FOR - n 43% ---- ❑ * 4TH STREET AND BUFFALO AVENUE 2• %'y -----'- -----_ COLD pL.RNt: EXISTrNG � � 4 �q cryl� � 0. 10' MIN. OVERLAY / ___ ___ ----------------- -MEN n _ I I DATED--_- - L3 /g�$ -------------------- EXIST AC PAVT ccALoNC Mea�AN - t BRIAN L. JENSEN R.C.E. NO. 30534 �C�1 TYPICAL COLD PLANE DETAIL APPROVED BY /// _/ DATE 23 PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT A COPY OF THE CORNER RECORD FILED BY A CITY ENGINEER ! ` �t�,�Gt 1 L- C l„�C R.c. . No. 24 � SAWCUT LINE 0.18' AfzNM CMIN) QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE DESIGNED: RECOMMENDED � I � 9960 Indiana Ave. Suite 14 4 OVEI'tLAY USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY CITY OF ONTARIO G.A.B. 0 BUCKLEY, Riverside, CA. 92503 ? -z FOURTH STREET * NOTE' SCHUH & Tel: 909/343-2161 CITY OF RANCHO CUCAMONGA S; THE STUCTURAL SECTIONS SHOWN ARE MINIMUM. THE ACTUAL SECTION WILL BE PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD DRAWN: JERNIGAN Fax: 909/343-2170 NUE T. I. = 9 , R=30 FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING REVIEWED BY `�A 7�l9B 0�� ENGINEERING PLANNING SURVMNG CON"UCnoN SEWCES SH OF 4 0.55' A.C. OVER 0.75' A.B. * DETERMINED BY THE GEOTECHNICAL ENGINEER AT THE COMPLETION OF ROUGH GRADING. MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL TE fOG + 05.45 CHECKED: /L�•rs zi R.C.E. NO. 44280 BE PROVIDED TO THE CITY `1 l DRAWING N0. STA. 104+85. 44 TO STA. '0���-�5 ACCEPTED BY MOHAMAD T. YOUNI`S EXP. 6/30/2001 DATE DATE: 7/G496 FILE No. 6 PROJECT SHEET /oFJi ��l'r� Shrrc-t / I // NEA OLD R/W R/W 4TH TREE wm-........0- low do-_ DIG ALERT u _ I 12' 0.5 7' I I ' DIAL TOLL FREE 38 d 6 `�` - �fi � WHOLES o E t' 2' I 1-800-227-2600 U PARKING EX. LANDSCAPE LOT EX REMAIN REMOVE EX. CURB A T LEAST TWO DAYS It l d GUTTER AND EX. RAISED BEFORE YOU DIG 2% LANDSCAPE MEDIAN • � r :;" .;� � � �U � Imo-N 7 UNDERGROUND SERVICE ALERT PARKING Cog AND 8" CURB CONSTLANE COLD PLANE d CONSTRUCT OF SOUTHERN CALIFORNIA STALL GUTTER POGKERT PER UCT RCITY STD.IGHT "NO 9, 0.13' ARHM OVERLAY SECTION A-A EX. AC PVMT. r- GRAPHIC SCALE 4TH STREET SECTION - „ 0 50 100 200 - SCALE: 1 - I 9 , R=30 ' c ' (IN FEET) 0.55' A.C. OVER 0.75' A.B. (MIN.) ( � 1 INCH = 100 FEET C - I STA. 108+05.45 TO STA. 109+75.45 AND + � 0- STA. 112+60.50 TO STA. 114+30.50 - Q o Li C1 Q a r 4'l t OLD �- NEW -� C�:) DD TC d FS TRANS. I' 2' PER PLAN 4'l t 6" CURB i GRADE i GRADE REMOVE EX. CURB BREAK GUTTER AND EX. 2% BREAK - _ % I LANDSCAPE - - - 1.7% MIN 0" CURB - - - ---- FACE t 8" P.C.C. FL PER DRIVE APPROACH PLAN CONSTRUCT RIGHT TURN LANE --- PER - - - -._- - -- -- -- -- -- ---- - - - - -- - -- - ----- - -- - - - -- - - - -- --- - - - SECKET TION A-A CITY STD. NO 119, 3 _s 4TH STREET 1 - SECTION A-A ---' - -- ----' 1 nl SCALE: 1" = 10' INDEX MAP I , m� 1 r r LP 1039 50 TG 1039.00 FL 1038.22 TC LP 103-7.72 FL 1039.50 TC 1038.56 TC 1039.70 TC 1039.94 TC 1039.00 FL . o 1039.20 FL . _ 1038.36 TC 103806 FS 103944 FS D o 1037.86 FL N 1039.38 TC CONSTRUCT CURBDRAIN i/ N 1038.00 TC 1039.26 TC HP 1037.92 TC IN O CF HP O CF 1N O CF PER CITY STD. 107-8 011 CF 1037.92 TC Q off, 1039.30 TC / Q 1037.84 TC - - - O CF cUn p�?' - - - - - - 0" CF LO � N � - - - - - - - - {,g• - - - - - - - - � � 1039.18 TG - - - - - - - -�- - - - - - - _ <\ I 1039.04 TC ' CONSTRUCT CURBDRAIN 1038.75 FS PER CITY STD. 107-5 - - - - - - - 1037.70 TCS/ ' 1037.41 FS -L"L �8-- -• - - -- ---_ - - ------- - - 1038.85 TG ----- ;--- t-f�- _ 8 GF 1039.05 TC,. " 8"CF " 1039.13 TC 8 GF 1037.51 TC 1037.65 TC / ae N 1038.52 INV. F 1036.84 FS 8 CF ael 1038.18 FS 1038.38 FS as� 1036.98 FS N N 1038.46 FL QRo "q L --- , 1036.63 - - -- -- - -- - - - -- - -- -- - - - -�- - - - _ _ FL 0.24% N0. C 047255 Z• - - --- - - - -- - --- ---- - - - --- - - -- - - -- (1038.54 TG) (1038.57 TC) O37 �7 038.09 CONSTRUCT RIGHT TURN LANE w Exp. 12/31/03 z FL 1037.23 TG CONSTRUCT RIGHT TURN LANE (1037.90 FL) POCKET PER CITY STD. NO 119, 1036.71 1037.93 INV. SECTION A-A 1036.56 C I POCKET PER CITY STD. NO 119, FL (1037.87 FL) r civ« a`P SECTION A-A 1 rf of 1037.25 TC _,/ 1036.58 FL a D D 1 ADDED 2 RIGHT TURN LANES 0 4TH STREET; REVISED DRIVEWAY i 0 BUFFALO AVENUE, CUP 00-34 BY FUSCOE ENGINEERING 'tet V) I N0. DESCRIPTION DATE BY w REVISIONS CITY OF RANCHO CUCAMONGA 0 o � STREET IMPROVEMENT PLAN FOR 00 112+23.00 4TH STREET _ LnINT. 35' DWY. CUP 00 - 34 w _ % 4TH STREET AND BUFFALO AVENUE 107+67.95 4TH STREET o INT. 35' DWY. / APPROVEC BY DATE CITY ENGINEER R.C.E. N0. DESIGNED: 10390 Commerce Center Dr., Ste. 200 RECOMMENDED O Q f N.J. Rancho Cucamonga, California 91730 Phone (909) 581-0676 DRAWN: FAX (909) 581-0696 4TH S-fflu=T MODIFIED DRIVE APPROACH C.G. ,; Civi] Engi eers ' Land Surveyors SH 1 A OF 1 1 / ' U 4TH STREET MODIFIED DRIVE APPROACH U - � , CHECKED: DRAWING N0. SCALL: _ U STEVEN L. ELUS R.C.E. N0. 6447255 EXP 12/31 j03 A SCALE: "=- 10' S.E. O 15?- DATE D PRo7EGT SHEET 2 of`f 30.��' o.c. 3o.G�' BENCHMARK: i 1 N i , o t 30.6? 1 30.67' L O.G. S.B.C.B.M. 01071 ELEV.= 975.280 j z Mo � 25' V ,� ' BOLT IN TOP OF CURB AT SOUTWEST CORNER ,� OF WINEVILLE AVENUE AND AIRPORT DRIVE Mill > P VI=1036.4 V ! IL L� _ aI y� 8 - PROP. .S. z+ g Q 1037.40 TC wl 0 I w .� 1 i _ -s for) I N m rn 1 m Q �� ``' ()O �U ! ' �v } OM + LJ^i Z M' QO Q F- - - - - - - o+ 10 6. 8 �-�+ +�- EXIST. R� ND + /� .- o w Io� Mo ,-. w H - - TC o 0010 os P t' 8' TG 11� $ o �� a0 r min U � _ lin _. - - . _ _ _ . - I1 -_ w0Nb�o s � _ - r - -- -- - 0.32 - - - - - -- + v 00 w 0) cr N I a co I I Enm.- _ - - -- -- - -- cj CVO I r + + + �1� 00 0 t II L J d C�� +1w NM '� In pO r. W O C3,* r _ - - - - L_ - - - -+ - - 1 g30R p FL SlA. 104+93.94 CB 1 J �9 P 48 LT. c►t' 0 o +~ Q o a-+ N IAI G 1036.48 TC P R 0 P. TC `� �'� �= '� o � w �1 > .._ _ _ �X. 45" RCP EX. 36" RCP T N -0.32% © 59 �� - o CONCRETE BA KFILL II m. , �' n ( S=0.30% ) IV ( S=0.30% ) 5=0.3 % 0 00 `� 0 x 1031.0 INV. , 0 0 0 0 � .-. r- w 18" ►ZCP � - 0 0 0 V 0 ^. o ^ o o OoM U 0tn -- �- O O X � ^ U H (1 O *- X w cv z ^ o U �n U o �- � + rn o o r c° U _ EX.36 RCP wo w d}, o � ov oc� ,n0 - O � 07 (r) rn � r N 00 ,� O ;X N2 r� 0 w M CX) ins + � + + + N + ca 0 o O r r � � ~ o � M (S-0.30%) S$1.2 % ,n w 0 E`I'• � w W w '� o + + co r o rn �r oo 'n . ►'� 00 Q '� Q o O V)i 2 - - - - - S= 50% I]7 sr .- rn Q7 O O N O O r Q M O cp I O C)� X Z Z O et CO `� O 07 O N - r- r- r M F- O Q O ¢ O ~ `- ~ �.3 Q, % V) ,n W f-+ �- M I O O O0 00 r- r - Q rn Q O to u F- ~ V) o _ _ _ O , o r _,cQ m v- m r r . ,,,} . 0 o }. N cn 0.##%) 22%)_ - - ° - -- ONSTRUCT + " ''n O `° o `° s ' ;° Q "� Q o o O `. cn " 0.20% cn " (0.22%) (0 -% - - 0.147) = -.�( -.' - - -- -_ _�- � _ (0 34"� I 'V _..__ _._._._ -- - - --arc . - ___ _ 18 r -'- - - _ - - - - - - - -- z + o -- 4 cn 0.18%} ° - l� rn + 00 + � Q o ( %) cn �. (0.309' -v' " (0.2 %) r� - - - - - - - - -- - - - - v I �� 42 RCP w o o w T F- a { R N I + + R ~ W - { I ~ �p v PR ' L I(1250-D) w o cn w It LV .� N Q Q EXIST. C@ 48 L . M o N o V) I N v C STRU�CT m LAN A = 3 r-- 0 40 10 Q NX 5 78 Lt= O ov ' �, EXI F SH UR E » > r o LA 0 227 _.RCP-____-_ �- r- 1>' LINE A - » (1250-D) i a- O O U � r O 0 cn 0 i 0 00 OO 0 O O O ^ O ^ -3 O V^I tU) N _ o O o . a - o _ a o ^_ o a ,� ^: ._ a 0 w . + ti _ CONS UCT O N O �-. O ^ 0 ^ O ^ O ^ O N O V) O (n O N (n O W W + + + N 00 13-41LEJ OF 00 Q co L- "� � + w U) M � cn + w + �` � o r- c� . o `� . 00 rnN a o � � `n r cO � m °' 36 P + ea � •et oN o � riw t°o � o � � °' 0 °'. oo � � m00 cooo ao 00 °,,° Q0 Qo F- O t (1250-D) r M Q M �,� Q r7 Q t� Q O Q M Q O F- o ~ r- (n i V) v o +�- o �- r Q Q 0 < 0 O _ V. cn .. 0.38% 0.26%) cn .� (p.389') 30.E ' 30.G,�' cn 0.30%) cn .� (0.12%} to `� {0.360 -(-0.24%) (0.207 -(0.32%)�cn .� . (0 26%) (0.20%) (0.32%) ( O.G. b.G. LINE » _ >> 74 9 (0.0 7) (0.27% (0.347.) t o p STA. 10 +14.27 119 INT TH ST. E . IST. � �R P- r�' o �' P e"T� = +00.00 BUFFALO AVE. �-► u, ��e� © + o (1037.0 FS) cQ d)z `�+ o Lt. o d- 4- STA. o -- - ---- +- -+-��•34 I PROFILE SCALE .�vu� HCRZ: I "= 40' �13T.Tc� -�-- VERT: '1 '9'1= 4' 7f- . F� do J °o J'` I !. Amo eef IL o 48' T, o o _ 1 UJ 104 105 106 1 01 108 '109 1 10 1 1 1 Z � � 1 12 ". �° 1 1 � 114 ��� > 115 NOTE.• 'moo ; �o Q ��?q �'K L BUFFALO AUENUE UNDERGROUND EXISTING OVERHEAD r. i coN5T. vwY IVIZ GTY S_ E �x 1 �� SEE SHEET N 0. 3 z 0 UTILITIES ON NORTH SIDE OF 4TH ST. Q u rER pETAIL ON SHr. IA a�0 0 0 �o o SEE SPECIAL NOTE ON SHEET 1/4. W� • �� -- _.._ , .„ F - � �� ' � � _ I COMET DN(Y MR . CIT�(gTn, U 1- � �' � � � � ` y.1 ,<, � A •. I� Z�I.,Q .._ --- .., _.v - NO. IDI,T`(I�E `C'� PEi2 DETA lL- �N �i •�� �cA � I 1 I U �cn e ON OHI=F-r IA.Q 4 2 i41 (` O �tw I ._. 1 \x III v 1J ao4 __ - Q 1 w_ I -,., a. CO 3 �i � � 4 I siLa4 oI°� 0 I TY GA EWAY ENTRY NU ENT I -' moo\ DE 'A I W �dl Q 0 j W o Imp I 1� r o S EA EMENT EE PRO D w O\ t Q _ . � cn I 1 I I 11 1 �� d o Iv 9C I 0 m OF HL 1N N o - FOR CN CTI aIo � a I¢� I I I I o ��' o 010 °' � I Ci 6, 2 5 0 pRDP.0 I a I n`t' t_: o I I I I I � ' u� I # I �7 d 4. �- L , 0+94.14 ECR �' DPI: �'1� _ of I I z >n sQu N is 104+93. 4_ CB 1 +I I ' I�U - ���-5- 7 A �, - - 9 10 o lx X100� � ? iQ� I I I� I I I o o , o .-... 1 0� �� o +'N NEW � �I �h►� s 1 1W- 7' v= 6.12' ^��., 0l 3 of o I - I I # olio r` 13 '� t+ 4 �-. � � `� � �- 1 c� If i 1. - • - t -_ z--- ^r- s -- -�• Z )C • >r �C 1`x.. X� .,�..- �. ,- -., Y, � - p' '.v '--`" _ �•t _ • _. _ �- ..- I - L a. ' - `.. � ..i �, e Q , .,, - , --• - •--^ -•- ' C � GOLD PLA E 7 O II N - ,5 - t � ` ... o f e y r (5 JC8 _ 3 31 . _ ------.-_.-t t ��, r 4 17 1!0 33 Q 1 1iv --- - 1 4u \ COLD PLA1`IE _ tTPCE - 1 -T- - Q �Q s t --� - to � � �, '� cob PI-ANe i : -------- --- \ C�TY OF' RANC 0 UCAwfONGA • - 108 T - r , N89'S7'1 .' 1 1 1 N89'S 7 22 W 12 - - - + �-I i----- -- 1 - ---� - - - - - __ _ '148�'S8'; 104 CITY OF ONTA IO ;. 105 CITY LIMITS r1Q6- 107 10-� _ _ _ _. _.___ _ __ __._z.l-0-_ -- - - - _ X11 -- --- , i 0 1 - -_ _. __ ___ -__ _ _. 1.13, -_____ _. __ __.._ __ _ _114 - __ --- - _ _ 115 _ -- - , - - - to-t+��.�s (tIIaT. EXIST. MEDIAN ISLAND _ 35' DWY S CITY LIMITS r ar -• _w ----__ - - -- - - -- - --_ 00 3 v. C - Q -- -- ----- - -- M -- --- - - --------- _ -�. �xz I . _ - _ . a.. ___. ym.-_. - - - _ _.. -_.. -_. tON DY• ----------- - i _ - - --.` s,�„ ..� _---- -- �\ '- � 1 � F��t3GOE F�J6l til I N Gam+ `NN i LU Zg�0 slo - h�1� ( �) 681- 0 7co - Eta L 1 .n_. i �•...' «••' �=CQ _ CD Q ..., .-._---. .- .-' I I �~`y V7 t..n - r } ' o - 0 f8 - FOURTH STREET _ 1 I r 1 I I o w E ---- ----.._ I I r c5 No.C 041255 y I C II z LL, / lc, .5T V1:N L. Ll5 }�Gf✓ 0�'7 ��5 DATE OO ., ^ PLAN SCALE: 4C' I I Z•3 O i G P \ i N `; '' 1 1- 3 _' `� _ J Q Q Z _ it z 4- - - J, � 1 P� 1 ADDED 2 t ieffnVLN LA.NE3 0.`4V- -STRUT; RG/1etD DAY z z J �� `n v �qT c tvl� �� Q @ BUFFALO AVE , CUP 00-34 E5Y FUSCOE EW-531 tt-e FRANKLIN AVENUE F- �� II w CONSTRUCTION NOTES .F;,F �,,�,� U HJ-� mo + mp r? Z PRIVATE 42 SD NO. DESCRIPTION DATE BY z L) -- �'�' w �N O o w SEE ONSITE S.D. PLANS Oj CONSTRUCT 0.55' A.C. OVER 0.75' A.B. (FOURTH ST.) ' �5 CONSTRUCT 27" RCP ( D-LOAD PER PROFILE ) �' oo m �0 II >� m REVISIONS ma- w o o a°'o : d Z 0O o 30 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 26 CONSTRUCT 36 RCP ( D-LOAD PER PROFILE ) C5 oO �n II Mz + z STA 1+22.67 END RCP ` =A40WA � o � .-0 2 f Q ® CONSTRUCT CURB AND GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. 104 �7 CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. 321 U0 _ z + + + + � °' ow 26 1030.59 INV ,rico o Qw + nw BEGIN 42" PRIVATE SID 90 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300 ® REMOVE EXISTING 27" RCP 0 20 40 80 120 160 N) w N II II O O cn -- + w N 10 CONSTRUCT LOCAL DEPRESSION CASE "E" PER CITY OF RANCHO CUCAMONGA STD. 307 29 REMOVE EXISTING 36" RCP p T. X sTA 1+12.72 Ec 0 �P yo STREET IMPROVEMENT PLAN FOR ,SPAPHIC S�4LE Iv ErT , • 11 INSTALL NO. 5 PULL BOX 30 CONSTRUCT GREY RUNNING BOND PAVER STONE TO MATCH EXISTING TO THE WEST zP. G2 w o N89'S7 22'W - 32 LINE "A-3" SEE 1 13 INSTALL 1 1/2-INCH CONDUIT 31 COLD PLANE EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1/4 No. 44280 v' " C U P 96 - 32 PROFILE THIS SHEET Exp. 6/30/01 EX. 36 RCP 16 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 32 CONSTRUCT 42" RCP (D-LOAD PER PROFILE) LINE ' A-2" SEE S. D. COURSE DATA TABLE 25 PROFILE THIS SHEET 17) REMOVE EXISTING CURB AND GUTTER 033 CON57RUCT RI�riT'7URN LME f ER CIW0?= "NCRO GUCAMPW::, 5TD.11l,5EC•A A q C IX- FOURTH STREET BEARING DISTANCE rl- m 7 1+63.44 18 REMOVE EXISTING A.C. BERM 34 CM45TF-UGTGUR�ONLY TYPE AI-8 PER CITYOP MWA`IO GQ4VAONEIA 5iR 10+ OF�A�l �o \ 35 OVElZt•�AD UTILIT►Eg(TEI.EGOMUI4IG�T10Ng 4 ZI•�CTl2lCAL �RTHE �vKV�C'fFZiC,11L) L] N62'29'34"W 54.78' 00 Q II �' END RCP AND 1 ' APPROVED BY DATEZ o c)o 20 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION SttALL�G UNDlZ6fZDUND�DA99TATt� INT}11: dl��lNA�-"3I' CW-N47t". THISs}�t-L pJCLUGE - i, r + o o w BEGIN C.B. CITY ENGINEER J � -- � - -� R.C.E. LA0. 24�� N54'07'S0 'E 28.31 ' O Z z z II ANY 0CjZHfAD UTIL4TIM ANMD TO TIIE <o!o KV (ALES 5Ut35EQUENT TO pREV10U5 4NI tZOL1NDINC(5) r- 21 RELOCATE EXISTING TRAFFIC SIGNAL PER CITY OF RANCHO CUCAMONGA TRAFFIC N w J N - 1 ® COLp PINE AND DESIGNED: RECOMM LADED SIGNAL PLAN. POST 9960 Indiana Ave. Suite 14 CURVE DATA TABLE II w GON3TFZUGT 0.13' CITY OF ON T,� RIOUCK'LEY,S.D. CURVE DATA TABLE � ? m _ G.A.B.G•�.B• Riverside, CA. 92503 22 RELOCATE EXISTING SCE POWER POLE BY OTHERS rAID I COORPI^TF_D 15Y 0EVEL-O!r•1Q• ARWA OV�tAY. O C� O SCHUH & Tel: 909/343-2161 DELTA RADIUS LENGTH TANGENT c-� �, N DELTA RADIUS LENGTH TANGENT O DRAWN: JERNIGAN Fax: 909/343-2170 m N o > > 23 OVERLAY EXISTING A.C. PAVEMENT AND JOIN ® COLD PLANE 7 L 9B 90'06'40" 35.00' 55.05' 35.07' o M REVIEWED BY 4 • Zia- f ENGINEERING PLANNING • SURVEYING • CONSTRUCTION SERVICES 1 56'33'5 7" 22.50' 22.21 ' 12. 11 ' o cp 000 D E T A I A G.A.B. SH 2 OF 4 © 20'51 '23 91.57' 33.33' 16.85' •= � N•- ® INSTALL STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET LIGHTING DATE r II SCALE: 1"=20' STANDARDS (16000 LUMENS) HPSV BY SCE, PAID AND COORDINATED �/ CHECKED: + o N� R.C.E. NO. 44280 DRAWING NO. C 20'46'39" 84.57' 30.67' 15.50' ACCEPTED BY 98 o + II � BY DEVELOPER MOH AM AD YOUNES EXP. 6/30/2001 D 20'46'39" 84.57' 30.67' 15.50' E X10°00'00' 20.00' 31.4-2' 20.00' 0 N Qw DATE DATE: �'ZY-9 FILE NO. S AP nil: SHEET3oFlf Prol'rcf5hee-t ,2 // I i 1 i BENCHMARK: S.B.C.B.M. 01071 ELEV.= 975.280 BOLT IN TOP F CURB AT SOUWST CORNER o .. o OF WR+IEIALLE {AVENUE AND AIRPORT, DRIVE Ln : c� 0 LL + N o0 U_ N I � ^ Off . + N It co 1-i O a0 ^ + in LL_ a ^ U_ o N �,� d o cn �. o ,� � a n c0 a o d. 0 O o (% � � + co h F— 4�`I — ' f — J a w � �` � � V) .. X1.6 — .o o <� Q• LL - + O• Q a - `/_�•6 ,J _ _ _ O � © LA_ .+ r_ - - 00 - - - Q Q o ^ o ff , � � + ,� '� � o V) �1.72�°�— U F— C) o 'er e+ N � � crn 0 4 _crn o � o � ate . ; � "' � � �In �' �- (152 -� — EXIST. O .. F- z o � + � co < � -1,5 o 'n + N v ;6g9�� _ -- o cn ►-' a Q .f V) 607° C) o ^ o + � `goo • rte � a �(� a � Zp + � ra -�•_ �` 0 P. curi II . � . _ ^ �< M . + �40 cn -it o - 76 )OQ 0 ocn O + - . nQ n - �1_6_ En1.64'Z) v_ _ rl- �n d N v 4� . o _ (_ - - oN � � � � ro oN °o � ►� ( woff . cn � 620n + V) -oLO 1 o L + o 0 _ I o + d 00a ,n �1•5oto a LA_ � cn - o co� M _ � ��v 4 n , - _ � $ °° z oL`V) N N ov V) . 0 46 ' - + 00 N Q Mo V (1 - - t\ M Q (1.t2%) ` t W + 0 r L0 � � (n �i �1 7 r .921 - - Q `t ►Q- O 8"1)- °_�-56�, y F- o cn `. (0 0 0.96y) cn (1.000- - - - j m �`' % cn (1.6 _ vy� EXIST: . J _ cn (1 58 °� $0' .TR AN ITXON s a � - - 8" AC E ERM a -- } o E IST. F.S. U e,,° Lo 50vc to 18' RT W oo a� m� o ^ a o Ln vI=1 38.9 ,�,� w �r z V) o � + G RB RETURN. Qom . _ _ v ,r-. + Qrx 0 � Q � V > V r a rp) r N � �of + O r } L=55.07'_ > w r F- _ _ - `- 1 N z r rn 0) • �n v) �. A/F A/ A/4 A/4 j o o Ln _ - " " 1 60% ff °0 '� co r F z o a o cn 0c I g a v o 1� + r a, cn w ...-� r m v V o N r .� _ _ - - J V FQ- a 00 z Q, cn V "' o Q °� _ __ _ -� ' r 1' PROF. $" T " HZ - - N N _ + __�- � ? 2.18 , . 00 r 0o Q r� ►- 0� o — 4 ° oa LO + O � , - - -� © '36 RT. o wp >_i - Q O O o .- �n - EXIST. ROUND 40 , EXIST. GROU D V) TAI 4 0.32% 1037.04 Tc ; PROFILt SCALE - TAN 0.68% @ 36 RT. HORZ. 40 PRO D. 8 TIC : . I i - - _ - VERT. 1 4 © 3 RT._ i 0 1 Z_ 3 4 5 6 7 8 9 10 P41/e' - l t ` P� 2 I ; 100 /� i / FFP/,�` �� `` 7 P/ � � ----- � �P� � 0 J� } OJi JF /y�P� �' i