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I5 f34' w G' It, Zell 600,00' 6G,42' 43.25' x IS.o8'00" 370.0& 123,56' G2.3G' Y 6'Ab'23" 200.00' 23.513' t481' N U to ''zt, O 1� ^ a , �� DESCRIPTION of REVISION DaTE arPROVE CONSTRUCTION NOTES ma SOIL. � �' ! (� h (� (� n (` u CUCAMONGA, p RANCHO CITY of 1 l A i! V I 1 0 C V C A 4, 1 `� N V A 2 CONST . 2t•," A. C. ON COMPACTED NATIVE ,� 8"CURB & GUTTER PER CITY OF RANCHO CONST. <_ AMBROSIA ROAD ----,- V HA STD. DWG. NO. 303.CTRA CITY OF RANCHO SR� 31 l - 1- jr NO. 121 /����CONST. Y-JCONST. HANDICAP RAMP PER CUCAMONGA STD. DWG. NO. 310. ((�--•--CONST. SIDEWALK PER CITY OF RINCHQ 60'` (I�o L'ONST. T�s9P.f�i9X/ c5 �2 9 C, G'04lfjit7GlTEh `' TRACTO• 12316 CUCAMONGA STD. DW!,. NO. 310 & 45' & t/,4T/yf SC/G� STREET SECTIONS. i t�-CONST. CROSS GUTTER PER CITY OF RANCHO 1/111E41clA ,91/F/I//JE / L / f AMBROS�f� P09D 1110CEZ 951 CUCAMONGA STD. DWG. NO. 308 (x=3' ; . q�-CONST. 8" CURB ONLY PER CITY OF RANCHO APPROVED 87 ' . - -,; Qq� CUCAMONGA STD. DWG. NO. 301. /Z INSTALL STREET LIGHTS, 5800 L.M. (J- CITY ENO'NEER 'RCE No 23869' ' d3 xNSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA DESIGN MAOOLE AND ASSOCIATES, INC. RECOMMENDED STD. DWG. NO. 401. .9'1�/ OF SAN BERNARDINO COUNTY IS- Itt5TALL 13AgR1_ADE PEP -CITY OF RANCHO CUCAFlot,ci:4 DvvG NO• 404 - - CONSULTING CIVIL ENGINEERING ' _ SHEET sTD- _ Dp '44WN .AND MoLANDPLANNING• �5 N.M°unteirtAve., Suits i05 I NOi`E. 14/STAZZ z34XiW/CA.� r9NGY /� 7R- A, TS �R,6 G z?,�✓. UPLAND CAUFOHNIA9i786 PHON4t- 9 - fit�e,CeG._ / �- OF- A/0T COALS-: AT 7;OE .SAME 7JAI •. ( CAPv5 7-O RCE No CHECKED cE DRAI4IN N0. op /- TiP A!O. i2_'r -1 /s COn/s7'gd4 7�v Fi�s7 I 12;-0sl G1✓. 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O � 3p (� 'V 2 ! r, m •w � -� roi N I v G 5 tv ► / a R r. % U? ,� 1 �. ._ '`+ - `� O Cv.VSF•- N/6H �cW ,� '..� : Q W \ - .. • SC[7GAC {„%!{L FLX-"� � 1• sk :.FROM G ( ..` tton N j K: iY"�.5.. / N- WE'eP.{lor:ESir+F<,csT� Ir, ,.. } � ♦ :_ N cee/RS'E > a F Nf E iv/S 1 JJ OF ( ,A l NEL IAA 4 r )I TRUGTJO�I/ S P.4,�P.etR�t7 urvo � r./f sv��. P L DES_ .NOTE_ 4 It.• Red Brick Placed .firer Nell IrrtOol:on Box. Pipe (Perforated) t - bn An Approved a90°Ell I- Rase PCCFor. our, Brick Tres, Well Irrloo&.- , _ 4 ' • •';, ' ; Box With 1, Flood Heod.!\' z e TREE �-1- < Had Head i • 4" d• Perforated 1/x" d. pipe Pipe • e p (4' Long L Shape) 1/ ,. d PIP I A 1 ,. W/End F" 2. ��' • 1. ' ,' e 4� �w'Cu.PCC Curb antl t - oni PIuS of 3/4 to f, ,J Gutter l Woter Sopply Line (to be cnectedio End GrPvel 112•wida)iii water SuPPIq tine (10 6^ �ex ti%,'1� sys ltha �j % connected to rrrfn 4 >a Elbuwi 1t,: Sy,ia«+ EXIST, BLOCK WALL i ®.. .'�.PGAK WAY--•� .. n'. CURB , •--.AOADN'F7—y DETAIL FOR TREE WELLS SECTION A -A No Scale No Scale- LEGEND INSTALL NEW /5 GAL. TREE INCULDING STAKE AND TIE. (EUCALYPTUS PINK OR RED IROIVBARK) n�. rub; EXISTING TREE TO REMAIN. CAP ALL UNUSED IRR. THIS PLAN TYP, FOR PARKWAYS BI3835 DESCRIPTION ESTIMATED QUANTITIES UNIT _ BU 835 15 GA L. TREE 15 EXIST. EA. RED BRICK 1300 2200 S.F. P°CC, PARKWAY 1200 4000 5F, . 30 X PLANS R�D�GFD 2 ON OR►r Al. PLAN 3 INCHES EXIST. WALK BRICK PLA CED ON 2" P, C.C. SALT FINISH 3"P, C. PARKWAY BRI - • LINES - : ON o 0-1 DEEPWEi IRR. /- EXIST. CURB AND GUTTER--�- OSE ,K PLACED 3'1 SAND. .L ESTIMATED QUANTITIES DESCRIPTION QUANT. I UNI T 15 GAL, TREE 32 EA, RED BRICK 5300 S,F. 3"SALT FINISH P.C.C. PARKWAY 5400 S.F. CITY OF RANCHO CUCAM'ONGA ENCLOSER wI PLAN FOR f A KWAYS 82 B3 I I + BENCH MARK: PRIVATE ENGINEER'S NOTICE TO CONTRACTOR + J t T THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR . . . . . . . . NOTICE: BENCH MARX NO, 96-B t CONTRACTOR SHALL VERIFY -ALL AT THE *1`WC OF HAVEN AVE.. & T T STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE 44 CONDITIONS AND DIMENSIONS 19Til ST., FT. W. HAVEN NO EXISTING UTILITIES EXCEPT TiiOSE SHOWN ON THIS PLAN. THE & 83 FT N, 19TH ST., SET AND SHALL REPORT ALL DIS CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CREPANCIES TO THE ENGINEER PIN W PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES AT 1C.S. TAG IN TOP PRIOR TO THE COMMENCEMENT THE E E. END OF A HEAD WALL NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF WORK. . . . FOR 3-24" CMP--ET4EV. 1430.686 OF, AND ANY DAMAGE TO THESV OINES OR STRUCTURES. T 7 L GENERAL NOTES T, 7 T 7 T 7 Provided for y7ur coovenience are theiollowing: T T T i 1. All work shall be done in accordance with these plans; the City of N7 Rancho Cucamon4a Standards and the standard 4 T A. Gabriel Valley Municipal Water District T _Specificatio s for Public T E'a, I , IV, . , :1 1 1 : . Works Construction - current edition. Contractor shall be familiar Mr. Bob Stallings (213) 969-2718 with and shall be responsible for adherance to t for Base Line Road construction hese�Standards and Specifications. . . . . . . T 7 7 B. General Tele�hone (800) 422-4132 U 4 7 for underground service 2. All pipelines or substructures of any kind � teleph.l.e or power poles, y- N -T 4 water meters, valves, fire hydrants, etc. shown or not shown on these C. Southern California Gas Company (714) 529-2889 2191 E. Bircl� Street (714) 529-7070 plans within the right-of-way limits or in adjacent areas where t iti- shall be removed, relocated or protected a t Brea, CA 92621 improvement work ia to be do D. Cucamonga County Water District (714) 987-2591 in place as required at no cost to the City of Rancho Cucamonga. 7 4 9641 San Bernardino Road vj Rancho Cucamonga, CA 91730 a A 3. Any contractor performing wt�rl� on this project shall familiarize him- 98 , T T +k� 6 1 , i -L I I -A, 1. J 1 , I . I i 'Iz- self with the site and shall be solely responsible for any damage to a,.e ot 7 E. Metropolitan Water District -7474 existing facilities resulting directly or indirectly from his opera - It (714) 593 I< T T L T P.O. Box 54153 tions, whether or not such facilities are shown an these plans. 'A Los Angeles, A) t CA 90054 01 7 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 7 -1 t _ :�_ ­ ___ _ -, - 1 7- T t 1 11 F. Pacific Telephone Company (714) 999-5639 �4 tom-DepaLtment prior to any encroachment or con8truction within City of 4 t Rancho Cucamonga easement or right-of-way, N T tlt5. All grade stakes shall be set by the Contractor at Engineer. Paving 7 7- R1W stakes shall be sect at all hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at not more than 50 foot 7� r T r •I I intervals. Additional paving stakes may be required by City Engineer 45' as needed at warped or vertical curve ,teas. 7 ---Z- 4.6' 4­5' tt . . . . . . 4 6. All sewer, water, electric, gas, phone or other utility laterals, kN1 4 12) +• mains, or crossings shall be constructed prior to paving. V SZ op, 0.49'FT . . . .. . . . . . . LCPE JJ 4 F e. q rJ1,P2,AV1 ground and all sub -grades shall be performed at no 'J, 7 L-,r19,V57-- -91-OFWAeK ---R cost to the City of Rancho Cucamonga. A written report with -'aese -T 69,*167 "Ar- 7-)- 0,- eAVCA10 compaction tests shall be submitted to the City Engineer for approval 7 1 ; . 1 i i I _:_, I- -� --� - ;­ 4­­� -I- -- .- 1 4 - a 7. Compaction tests 0 f,embankment construction, trench backfill, cam' patting original ez COMPACTED t IS :� :�/ 7a, ree I CL1CA1W0A1CA �­I­D. prior to the placement of base materials and/or surfacing. T T A,1A 7-/ v�- SOIL . DWG A10. 310. 7 01' eAA1C110 4-,'1eA1110A4M '0 r t t -S7Z,. DtIVC7. A/0. 503, • 4- 7 J 8. At the completion of paving, a materials report shall be submitted to (77 Y/ 7 CA the City Engineer. Lising all tests or determinations completed to t TYPICAL SECTION t verify stability oil content and Gradation of asphalt Paving f It-ILLA CREST PLACE 9. Prior, to installation of any paving, a materials report shall be 144 145 14� 147 149 &45,�ZlAle 50 submitted to the City Engineer. Listing all tests or determinations R1WRdµ CAUTION a, 61.6 X completed to verify: R-Value, sieve analysis and sand equivalent of HIGH PRESSURE GAS MAIN, CONTACT THE SOUTHERN rilye 24.�5' aggregate base. CALIF. GAS CO. (714-529-2889 OR 714-529-7070) - AT LEAST 48 MRS. PRIOR TO START OF 2XCAVATION /0 10. When improvements are to be placed on native soil which consists of a OF ANY KIND 10,A /0, -X /0, A_ rocky material, the sub -grade shall be prepared by removing all rocks THIS AREA. - ----- I CONS7. \-4 5A5EWEM7- IN I which protrude above the sub -grade and all voids or depressions shall I (ryo) be filled with a fine grade material of a quality better than the native ­�3LO)�E 0,48, J,� aeg, 0 17' 1 S? M04915'4 material. CJ 4 517-E 11. 1! the asphalt ccncrete is to be placed on sub -grade, a soils sterilant SIDE 0 e0A"IST SIDE ZA� registered by the E.P.A. for use under A.C. and P.C.C. shall be unif ormly C17-Y r- C .5 T, 5 'A C, 19YER eomsT s"aIR8 64,rme applied at the manufacturers recommended rate for the full pavement A'AIV--l-10 Ce1,-AA101VC7A 1VA'r1V-1 -TOIL PER 07-r 0,- A�4,VCWO width prior to paving. :;7-D. DVV6. A/0. .310. Ce1CAMe)?VGA STD. DWG. t 'Vo. .303. (r)-ic-AL) - 12. Estimate of quantities is provided by the Engineer only for the con- bL TYPICAL SECTION s. venieRce of the developer, the contractor shall make his own deter- *-ytK 07 "WEN CREEKBRIN-r HAVEN A mination of construction quantities before submitting a bid. Any 0 7'0 t111Z,4 VES74 D GE STREET ID- 7CO V11.LA CREST MAP -45',tvo :22.6' ^L.L 5' 11V Ate 07',V.-R item of work required by theie 'plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. LAC. S7.5' (J) .PLACE, hVA4e Al 00" 06,091IN 132-5-54' 146 147 0,= G.9 r, /W 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 146 49 /081 shall be constructed at each intersection. HAVEN I% X AVENUE". 14. City 'approval of plans does not 'relieve the developer from responsibility Mfi for the correction of error and omission discovered. during construction. -Oi Upon request the required plan revisions shall be promptly submitted to 20, to, CHAtJVi� the City Engineer for approval. 17� V4 I) (V' V�Itoy) 15. Work site and exterior streets shall be in a neat, clean, hazard free, k-, n orderly state, throughout construction. Site shall be cleaned upon request of the inspector, lq 7' kix 7 /Q1 MEAAIDERING 5I0J4W5;ALKCon tact all Utilitv ComDanies as recuired. 48 hours nrior to excavation. W LU P6 - . - - .. I - @/ 1;( 140.SO4 IMPROVEMENT I e --comsr, G"A,C. OVER NATIVE 40 .1 A DF COMPACTED NA7 owl .416;1 6 0 1 L. (-6�,d-A4072F 9.) TYPICAL S ECTI (D R, Imti 3 STA-145+13.1 4 TO STA.147457.6 OD Uc�j CONSTRUCTION NOTES T HAVEN AVENUE C4R`EE" RID E R T^ FUTURE LOTS I� Tf-9 CONST. 6 " A. C. ON COMPACTED NATIVE SOIL. 5) DESCRIPTIONof REVISION (���EONST. 8" CURB & ��AITTER PER CITY Or RANCHO CUCAMONGApE,DATE APPROVE STD. DWG. NO, 303.--- 1174? Z.,- -65, N (A�-CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA Y \Z11 NOT T.T CITY of RA� CHO CUCAMONGA STD DWG. NO. 310. 4 14 4 1 341 IV% N I PART i 40, 7' 05- CON�T. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. -. 11 t A' Z71 PART �-� DWG. NO. 304. T - 1- 7'. 40' -!=� J, .1 go, 4. CONST. SIDEWALK PER CITY O�%' RANCHO CUCAMONGA STD. TT TRACT NO. 12317'-1 DWG. NO. 310 & 451 & 61,51 STREET SECTIONS.-_ 11V.97,�9Ze 7)1,1�� ;Y"M4,fKERS i -�= I Ill ExIsr. CHANNEL 2,2, 7 SIGNS.MODEL > P 1*42- 071) MODEL SITE STD, 00 P. �7 CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA �1111 DWG. NO. 308 (x=31). INSTALT 2"x4" REDWOOD HEADER.- 01.4 -11111* 2 HAVEN AVENUE CONST. 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA T T* SID. DWG. NO. 301.;rO I > ­7 A0 tiqAT CREEKBRIDGE STREET CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA A445AAMERIA16 SIDEWALK APPROVED BY Z STC DWG. NO. 405. /0 !3 4 FUTURE ,EfT c1rV OF ,mNcHo INS ", ALL STREET LIGHTS, 9500 L.M. Z 7" 12:5Ij-i %Vq CUCAMONGA: 57-0. DWG. 07Z-:Z�-- CITY ENGINEER go, RCE.�o 23-889 9 INSTALL STREET LIGHTS, 5800 L.M. xr Alo. o04 45 INSTALL STREET SIGN, PER CITY OF RANCHO CUCAMONGA DESIGN MADCLE AND ASSOCIATES, INC. RE.COMMENDED STD. DWG. NO. 401.- 0.60 CZ1,f Vf- C,)A 7-A CONST. C."A.C, OVER All OF SAN BERNARDINO COUNTY Ai COMPACTED AIAT'IVE SOIL CONSULTING CIVIL ENGINEERiNG INSTALL TRAFFIC STOP SIGN PER CITY OF RANCHO TYPICAL SECTION CUCAMONGA STD. DWG. NO. 402. -7 DRAWN AND LAND PLANNING- SHEET --- k, LOCATION MAP S T A 14 8 - 0 9.9"9"T'O' Z 545N. Mountain Ave.; Suite 105 CONST. TRAFFIC ISLAND PER CITY OF RANCHO mrs. STA.149+19-84 UPLAND CALIFORNIA PO I -6.*,�:W' i 91186 CUCAI-IONGA STD, DWG. NO. 314.- 674 Z-.I� A HAVEN AVENUE PHON9 C,94(.-ZP4f7 OF-!� t L N1 'JiIA -SAW CUT AND JON EXIST. PAVEMENT.-_ / CHECKED RCENo DRAWING NO. n_i TI=9 DAAs 2s B FILE NO/91;-6-eA-[ v , L 3B G5 O ,� i _ X � ,� _ MARK: e 3 L= 7, I G B.� L 09 - - -.7_ - _ , -t--t' - - - BENCH M A 777 f C( L- 4.98 - 4 G$ ✓ 4 _ _ t 7 t tt Iyf ! [, b t t v F G a/:e/ p a Ue e _ _ a /t.. T f Eil/T4 Cv? E # BENCH MARK NO. 96 B o. 4. 4 �/ l4i \ t T t EN H i. � o . t T -.-- - - t j tt , 0 t 1 TH � r N { o _ _ � _.. _._ _- ._.�__.. AT THE NWC OF HAVEN AVENUE & 9 + .. 1� A. � E T I f { _-' _ _� __t _ � _ __ r --t � -� r f _ j� t ST. 44 FEET WEST 4 HAVEN Fi _ ... _ ..._ - _. _ ..-� R1 � S : 0� . 1 t r t , a. . - Vl, - m N m t11 h1 _.. r. .. - H 19TH ST. SET DRIVE :ohN�i L 7 � T T f � t FEET NORT � t t f - f- * <!' N .N t Vf °o � ♦ --. � � '� __ _.._ -+ 1 , _ � , _ TAG I_ TOP AT THE EAST jt t jp PIN w/C.S. N N HEAD WALL FOR. 3 -29 CMP i . lai END OF A t i6 t T #$ ELEV. 1430.bi3 t r I 1 t _ -- z E C.. Y, £ t I f t 9.Noo2S N ( { , I h t 1 T Sir t `+1 c% t 4OBTj L- 3 4 t t_ QI r i 1 ti ;�, -r t ,- . � • .. � m . W-tv o : a : oa •m m t 1 t _ I } t} 5 _ X/ T, .2,pO�C., � - ♦: 3 : __ y_ r F i r t - oW m a t t( ,. \ �.+ } i _ } 0 \ _ `T 1 t £ !InA ! f- t z } } t * -T -} •}' > T 1 I £ � :PART/ Si h rz Gk' _O r t i £ 5 i ! `! '&/4 a d .� nm • , • ; I n � : �t \ � £ _ _ _ __� of - m - --- - - - -- - -r r t -r -� r r I � , �•i '�ti �1 > �f T T -+i of ; 1 i � r.0 t f } R T o a T rt -Al i t t t ; + Y + , : r , t , t99. L 1 _ t , £ - 1 } f _ + t - , r f t _ . : : t r_ t Tj- r-t y r j } y, is , i j - £ F t : i 1 _ 4 / E r t , i ! i r f1 R `` f r , r t • ' � / 2 CONSTRUCTION NOTES 2 3 4 aCONST. 2�" A.C. ON COMPACTED NATIVE SOIL. t--CONST. S'" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD, DWG. NO. 303. O¢ CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA -O STD, DWG. NO. 310 �DWGST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. (�•CONST. SIDEWALK :PER .CITY OF :RANCHO CUCAMONGA STD. v DWG. NO. 310 & 45' & 61.,5' STREET SECTIONS. Q STD. CROSS GUTTER xP3R)CITY OF RANCHO CUCAMONGA h O INSTALL 2"x4" REDWOOD HEADER. SEE SHEET .' oFZ VILLA CREST PLACE o--CONST. G CURB ONLY PER CITY OF RANCHO •�CUCAMONGA STD. DWG. NO. 301� SEE PLAN@R/GHT SCALE: /"=40' /0 CDG5T.8AE'P/CAOEF�JOD�S'TeE�i roo�eyP,9yEirs •�� L/TYOF Py.!/GryO CIJG!f.f/¢S' STO.1Jit�cy ifi'O. ¢D¢5 FWZIR. E Z0r5 za' 21.5 CREEKBRIDGE STREET !/ �r/9r9GG sre�Eru� soo�.,� ,o7,'8' 4.5' rb' r8' 4.5' SEE PLAN �`9 EFFT' l� /if/STsJGG STeEE% L/6 S,BGe�C.iH 14 v 4 m roe' p o 20 V I+j y'� 19 t1j !l..�' Q 14�-•/NST.9GG 7Ef�FF/G' STOPS/6i+/�E2 G'/T+i4i .PG'.f/C'//O p tr m 24.5' 37' b U G'l/G.4.tlO.r/�y.� 9T0 OWv� t/O. 402. 45 Zp' i ZD' J7' M SITE / n 13 fn 20 2/ 22 23 24 21.a0 3f.73' 41 (FUTUR L0TS) h p tc aa` v ., k U' / tiiBi/ r `a 36 tl1V 5p 31.G5 3' 37.AC' �° ..4GA0 ¢0.:00' 40.00' Fs • o� 126 ryg\•$ . W N I c�•. c ih V 1 . ��, o� NB9°33_ SZ� e _ r i ti � t D��y. lry`�t y ': .• z29Q.• � 281��5 �`ryj22a�B3� /¢ 15 •`1:ht 4 �•.�L .. N O £Z I. q 3 pyp Q, t'� L_._S: 1V 4Bti'5 rYe1.°9ta. •;/'�j 8• 3li F.- 11 1 RI Eps S ' �i.�y ` 14.BZB�fot ' 3 655� �NlrF*67�ea_' Q q1 ry �G /� �� O yILLAEKB ti �' /' 463g6' 3 n X N o h 3 2e1.9z - 144 cR �. Dipp.lD , O I W ��¢ '"•_ t28f.^'TFt .�; le"? F1_ iB. 34.43 •¢Fi.33' ..{D:DO' •4/°.00 C�A`q �. S.G7' toiz � W A• C, 1291 42 F.c. 7 k lD Y• 0 i� y @ �/'. + 1281.�2 - JD �y ` �. �J .cT. ti titi• l9 0`a � I O, 11 \ � �hw, /T hQ�.i�.,u 3j0� ttgl`L•`y m' 0� � � ti I =;. past. :� fi• (1 qj ,- W #/ X�J 3D 29 2S ZG� 25 SEE :SKEET I OF W U 1 l G 3s " J� GR2ADE To DRA /V 0 OATF APFROYE tik /5 22_ � �- .MODEL S/TE - (r-zITU.E ZoTs) DESCRIPTIONof REVISION J Ft/rU E fors �" CITY of RANCHO CUCAMONGA,",, v ��000 ,�xry�o TRACT NO. 12 317.1 VILLA CREST PLACE CR,EEKBRIDGE STREET��R�/E o.�T� ��,��� o�Ta <cprvrrv�Eo� MODEL SITE Q cza Rao/us [ErvGrN 7ary �2 Gt oE�Tq eAo/us t�rUlir/4 TAN CREEKBRIDGE STREET 90°00' Od" 35, 54.98' .95.00' rf 8` 2/' SG" 222° 32.4/ /6,24' VILLA CREST PLACE 11°/a' 36 so' 9.67' 472' rz 2° ¢5's/" 200' as7' 4,83 APPROVED BY DATE 9 Z3 r 8.1 Q /4'OZ' /D" 56, /2.25, 6./5' ra /B° ¢B'39° POD' G5,o6' 33:13 CITY ENGINEER RGE.No23889 t G B` /%' 35 202 25. 36 /4:70' r2 IS' 55'03" 2/8, 7/.9B' 36.32' DESIGN MAOOLE AND ASSOCIATES, INC. RE��ppM ENDED. 26° Io' s2" god' 9/.39' 46.51' L•, 16° 21, 23'" /82' 5196, 2e-4 ` OF SAN BERNARDINO COUNTY b� Q 9°Z/' 48° r 0' 49.03' 24.5T L� /D' P9'/J4" 2p0' 36,60` /8.35' S' CONSULTING CIVILANNINEERING _ 7Q 9°2/' 48' 3/8 ` S/• %7' 26,04' ii /5'4/ 48 1D0' S4.J9' 2%577' 7�{{�ALN AND LAND PLANNING • SN T 545 N. Mountain Ave., Suite 105 Q 34°30' 2T ✓r32' /p`J �'/' Sa•53' re 8�° dJ 23 2T 38.65' 23,48 SGS UPLAND CAL 985-96RNIA91766 Z �F 2 PHONd CALIF66.9629: 9' 21,48'. ese 46.09" 23.oP`1 Al79°23'25 27' 37.4/ 22,4/ r io 4^ CKED RDE. No I4B/¢ DRAWING NO. 5s'49" 2/a' /s,9s' 9,48` G•E/ DA E 26 e5 FILE No.✓2Pu3aT,' 8/9 0 ,GENERAL NOTES ' _ , BENCH MARK L70. 96-B t 6J.5' Kbt AT THE NWC OF HAVEN AVENUE & 19TH s�t� �" •Ro.� ST, , 44 FEET WEST 4 HAVEN & 83 1. All work shall be done in accordance with these plans, the City of 87'* r,2e4.5'A - //_ ' SgSEc/NE eogo FEET NORTH 4 19TH ST., SET DRIVE Rancho Cucamonga Standards and the Standard Specifications for Public 6,5' C.+ + - • PIN w1C.$. TAG IN TOP AT THE EAST Works Construction current; edition. Contractor shall be familiar END OF A HEAD WALL FOR 3-24" C1-1P with and shallbe responsible for adherance to these Standards and &'CoNsT EASEMENT ; p ELEV. 1430,686 Specifications. I -CTYPJ N o _ ELOPE + 0.48' 0.48` + tC �... ,20P0Sc`a TR4L'T No• /27/6 - OP9° o./T Siarg A4 If% 1 2. All pipelines or substructures'of.any kind, telephone or power poles, 0.29'° - --- - water meters, valves, fire hydrants, arc. shown or not shown on these CD+vs7 SIDEWALK _ --j�zr ' + �1`� plane within the right-of-way limits or in adjacent areas where _ one as TY PER C! 0'- , , � im roveaent work is to be done shall be re,,;cr_d;'relocated or protected CLWST. 3. ,AC. DYf CONST, B CURB E GUTTER 1JC+1 7;2.12 }; 4+�'� 99 p RAn1CH0 &1. AMONGA COMPAC7E,9 ✓VAT/✓E SOIL -ER CITY Of RANCHO 0 I/ 47 in place as required at no cost to the City of Rancho Cucamonga. i' Y'9 a3 STD. OWG. NO. 3/0¢3Vl, CelcAMONGA STD. OWE:s, r as ec ¢ (rye -,CAL r#1 , 7.t.!;.Stm 3. Any contractor performing wotk'on this project shall familiarize him- , TYPICAL SECTION_ ,�/O. 303• (TYP/CAL) v fi '7 self with the site and shall be solely responsible for any damage to N7� a 7R./23�7 o N 'k ?6 `• uNeURsT nR/Ye (svTNq I 7 existing facilities resulting. directly or indirectly fron his opera p p fit- /o' vRop :HAVEN AV E ;ro VILt„4 .CREST Pt., i ?-�Q,. 4.9. :F; \ `� A I2 3/ISM 29 ?s 2� TA ?S 1,� 2J. 41 �iv. tions, whether` or not such facilities are shown on :these plans.. - CREEKBRIDGE STREET g /^� AtL OTNE.2 eq SE$ • G/.5' FROM T/AVEN AYE. TO WLt-A.'d's7PL = .....,�,( u • -� - n 2s ..I,JG 5 7. 20 y ,� 4. A permit shall be obta ned from the City of Rancho Cucamonga Engineering T. 1, = 5 y R _ TO , ° +/c, v M 24 Department prier to any encroachment or construction within City 'q£ 57.5 /waLL OTHER cgSES, =O ti i /:<',:i f Z"i r � {� 23 Y 9S `2c 9A Rancho Cucamonga easement or right -of -wall. iF o+f 37 Z4.5' fR4N HAVEN7t� VILLA cFFSTPL. _ •• �,� ' ti C� m 9f !y /` 0 { 35` 22. 5//N AGL OTHER c�sES. ° N ,4 R/w 2d : V b 4O /7 e�d 5. All grade stakes shall be by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points R/W \ yt Al �6 within 0.01 foot of sub -grade elevation and at not more than 50 foot 45` - cuuaca =T, ,,.,, cY �d * �y AS, intervals. Additional paving stakes may be required by City Engineer P25' W � �/ ¢' o! (/ 22.5' V J• 'Ji,`�c U� `A Of$ zr (/ as needed at warped or vertical curve areas. 4.5' i6' /8' 4,5' h /6 TS ace Fs FP Q 0� 6. All sewer, water, electric, gas, phone or other utility laterals, - i mains, or crossings shall be constru_ted prior to paving., 9' 9' 9` 9' /r 7. Compac. i cn tests of embankment construction, trench backfill, com- SC4PEiR�. O.4B' D•Z9' 1 2 /7' 04B patting nriginal ground and all sub -grades shall be performed at no - 0'29' SE_- s!✓T. 6 - --- ayes •a cost to the City of Rancho Cucamonga. A written report with these ✓ s „ r; CONST. S/Of!✓ACk PER B compaction tests shall be submitted to the City Engineer for approval ✓ ? CONST. 3 A,C, _: E MAP h� CON3T. 8 ° Cupg E c/TY of eAn/CNO rri:1• to :the placement of base materials and/or surfacing. GUT7,-R PER ciTY• OMER COMPACTE,a' L'UC'gMONGA STD, �y?o ✓� NATIVE 5'0/4. DING_ NO. NOT 70 5ca�e 8. .,t the completion of paving, a materials report shall be submitted to STD, DWG, NO. 303. /� (7-YP/CAL) the City Engineer. Lising all tests or determinations completed to (TYP/CAL TYPICAL SECTION MAP verify stability oil content and Gradation of asphalt Payinq .ors, - INDEX MAP VILLA CREST PLACE,SUNBURS'i DRIVE,BROOKSIDE ROAD scgLE: /"�2ao 9. Prior to installation of any paving, a materi0s report shall be NOR'fHGATE PLACE.AURORA PLACE,SIERRA LINDA COURT submitted to the City Engineer. Listing all re is or determinations completed to vex fq: R Value,sieve' analysis and sand equivalent of r I= 5 5 R = 70 aggregate base.W ' 10: 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_ 55' !08" which protrude above the sub -grade and all voids or depressions shall 94' be filaed with a fine grade material of a quality better than the native I 34, 23'' 24` 2T material. 00' -T' •7+ 4O, 11. If the asphalt concrete i to be placed on sub-g-ade, a soils sterilant EXI57 Ch'ANNEL 23' 20, registered b/ the E.P.A. for use under A.C. and P.C.C. shall be uniformly 1 I OYEe1AY /z� 2.21 applied at the manufacturer's recommended rate for the full pavement 1 width prior to paving. ( �✓j �r�:J V4%Ft 1 12. Estimate of quantities is provided by the Engineer only for the con- '~ ~ venience of the developer, the contractor s#iall make his own deter- minationL- j p Ni �' of construction quantities :before submitting a bid, Any k item cf work required by these plans•, which is not specifically listed FUTURE WUp� U2 PER C/TY OF RANCHO IMPROVEMENT tp H in the estimate of quantities shall be considered as included in the iil °? 41! ? 5 CUCAMONGA STD, DWG, other items. of work. CUvS'T• 7,P•.OFF/G J•gG.vyO .�E,e Z/ N0. 304 13. Street •si ns per City a£ Rancho Cucamonga .Standard Numbers 401 and 402 L!/GOiYJL7I/6.0 g P y S ST.O, I/)a/� �jp. .� ONST. 6"A:C. OVER shall be constructed at each intersection. TYPICAL SECTION COMPACTED NATIVE SOIL 14. Cityapproval of plans does not relieve the developer from responsibility STA_ 149 19.84 TOS S TA. 15 199.84 SONS C!/T fLr/O e /piir/ PP P p P Y 9 9.8 4 �.Y/ST. �.�7✓E�YIF...ttr for the correci ion of error and omission discovered during construction. HAVEN AVENUE - Upon request the requires plan revisions shall be promptly submitted to the City Engineer for' approval, TI-9 ) R • L,7Q. 15. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 16. Contact all Utility -Companies -as required. 48 hoursiDrior to excavation. Provided for your convenience are the following; A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 for Rase Line Road construction B. General Tele'pbone (800) 4.72-4192 :for underground service C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucai,onga, CA 91730 NOTICE cfWNfiEa JUHCTIONSTRUGTURE R7,rI q/1NOLE 77:7 CONTRACTOR SHALL VERIFY ALL CONSTRUCTION NOTES AND QUANTITIES TR.12317-7;P.12317-1 - TOTALS CL� riLo &GhiaNG�v 1T9 cocAT/ON:AD/4'5Tm P+�TED 1I/17$9 CONDITIONS AND DIMENSIONS /� IhISTALL STREET LIGHTS, 95R0 L.M. EEC- Obis__ 2�.9 AND SHALL REPORT ALL DIS- �I--CONST. 0 A.C. ON COMPACTED NATIVE SOIL 5403E D _ 3405,F. . CREPANCIES TO THE ENGINEER Z<�--CONST. 3" A:C. ON COMPACTED NATIVE SOIL 45,343S.F• 40,0965.F.- 84439 S,F, INSTALL STREET SIGN PER CITY OF RANCHO PRIOR TO THE COMMENCEMENT 0--• CONST. 8" CURB & GUTTER PER CITY OF P,ANCHO - CUCAMONGA STD:. DWG. NO. 401. _ 3 EA 3FA� rAE9 OF WORK. �_� CUCAMONGA STD: DWG. NO. 303 Z,E71:a` 2;146LF. _ 4,717L.F 04---CONST., NrNDICAP RAMP PER CITY OF RANCHO CONST. CONC. DRIVEWAY APPROACH PER CITY OF bE�CRIPTiONGf REVISION RANCHO CUCAMONGA STD: DWG. NG. 305. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CUCP,"'" TD. DWG. NO. 310 4CA. `. vrEA, 9 EA. } � GATE AVPRl3VE - •(x=3' w=,G,') --,�., 4,,�5.f �/3loS.F_ 8.53G5... CONST. tilDEWALKr nITY OF RANCHO /O.lOS.F. O 080 SF, -,a' HST, B//RR/CADS PER CITY OF RANCHO CITY j CONST. GA STD. ,tom , a 310 + /t CUCAMONGA STD: DWG. NO. 404 /EA. O /ER, C IT p Q I RANCHO CUCAMONGA STR STRUCTURES SHOWN AND LOCATION OF ANY UNDERGROUND UTILITIES OR _CONST. SIIEWALL t`CY OF RANCH - /9 CONST. CUFB CUTOFF WALL PER S.B.C. STRUCTURES SHOWN ON THESE PLANS ARE. OBTAINED BY A SEARCH OF CUCAMONGA STll. '_ ; IS;th, U10,311�& 45' & 61: S' r AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE' THERE ARE 12.4 $F 4 290 S.F 914 SF. ROAD DEPT. STD, DWG. NO . 127 � � � NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN STREET SECTIONS �M. 5, - / - 9i ZO SAW CUT AND JOIN EXIST, PAVEMENT Z70LF d Z.!JG.r. TRArT N O 1 Z 1 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTION THE av CONST. CROSS GUTT-tA P131 CITY OF RANCHO 1 i Q PRECAUTIONARY MEASURES TO - 2/ GONST. TRAFFIC ISLAND PER CITY OF PR CUCAMONGA STD DWG. NO. 308 (x=3') 7435P! 6345E _ 1,377 SFs PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES ' '+ " OGF 3�L•F- 3G L.r`. RANCHO CUCAMONGA STD, DWG. NO. 314 gTYP. SECT_ 270G.F� Q 270GP SQ-`I15STALL Z x4 REDWOOD HEADER. 22 INSTALL TYPE'K"MFIRKEh W/Tv R-75/GN /EA.� 0 _ /EA & TRACT_ NO 12317 _ NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR. THE PROTECTION a• - OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. --INSTALL 8" CURB ONLY PER CITY OF PANCHO - Bl F. 85 LF:_ 10lo L.F.---CONST CATCH aASIN PER GITyOF RANCHO CUCAMONGA CUCAMONGA STD_ DWG. NO. 301 L. - 23 STG. DWG 11t0. 500 ,(FOR W d V SEE PLAN,? 0 - 2 aR, 2 EA. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR ID CONST. IS R.C.P.�.F 5I L.F TITLE SHEET" ; d - i 24 CONST. MANi•IcULE "A" PER G1TY OF RANCHO IJ CONST. 30' R.C.P. CONNECTION PER / E�' / �CUCA/NONGA SrV. DP,'G. !vd. 6/0 O - I EA: I EA, APPROVED BY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIB LIT, S.B.C:F.C.D. STD. S:P. 220 '--CONST „ o 1 DATE fi lZ'SIf I r _ ' V- 4.50 •-' � - / E11. / �. 25 27 R.C., . STORM ARAfN O Q l3•% G � L.�- l� FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- !L CONST. CATCH BASIN, W 7.00 -_ CITY ENGINEER RCE.NO 23889 Pi R CITY OF RANCHO CUCAMONGA STD, 2a GON57. 0O R•C.F STORA4 DRAIN O - ©1's5 GF-- /a a• L•/ JECT, INCLUDING SAFETY OF ALL.PERSONS AND PROPERTY, THAT THIS REQUIRE - MApOLEb.NDASSOCIATES INC. ^ ME R DI TM NO. 502 _ 27 GOAlST LOCAL DEFREsSION TYPE B PER Clry OF RRVcHo DESIGN RE hi ENDED NT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED T3 NORMAL WORKING t.. E O � Er9. / �• � O _ 2 EA - ' Efi• SA B R DI COUNTY �w`�• *-' HOURS; D THE N D ND /3 HST. LOCAL DEPRESSION, TYPE ( CUCAMONGA STD, DWG, NO._518 Z 6.J1/ OF N E NAR NO C UN AN THAT CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE n ! i,'viiSVLT1NO CMUENGINEERINO- _ - T DWG CITY OF RANCHO CUCAMONGA STD 2N. GONST 24 I4.Gp STORM DRA1N-- O 177 :6A. 77 Ea•L1 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL �� Q ANDLANDPLANNINO " DWG. No. 5ie DRAWN SHEET OR ALLEGED, IN CONNECTION' WITH THE PERFORMANCE OF WORK ON THIS - ., . t54aN.Mounta:nAw,Sulu 106 • .. , PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE' NEGLIGENCE I 6r F t'I UPLAND CALIFORNIA91IN I' 4 -CONST, BARRICAbE PER CITY OF RANCHO CUCA14ONGA PtiONE� OF 1p 94G-2949 OF THE OWNER OR THE ENGINEER. STD. DWG. N0. 405:= - 45�•F OG.f_ ,tSL.,- CHECKED cO RCE•140- ¢ DRAWING NO. f5 'INSTALL STREET LIGHTS, 5800 L.M. 8 AV_ �J�A,.._ /BE,q �: to 4221 FIN:E,NO• •