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HomeMy WebLinkAbout1088 GENERAL >roTEs BENCHMARK: 1. All work shall be done in accordance with these plans, the City of BENCH MARK 190. 96-B r ; Rancho Cucamonga Standards and the Standard Specifications for Public `'-- -- - -- - VE. i Works Construction - current edition. Contractor shall be familiar } AT THE NWC OF HAVEN AVE. - with and shall be responsible for adherance to these Standards and IMPROVEMENT PLAN CONSTRUCTION NOTES & QUANTITIES 19TH ST. , 44 FT. W. LeHAVEN 83 FT. N. 19TH ST. I, SET Specifications. ___ _. _ _ _ - DRIVE PIN w/C.S., TAG IN TOP AT THE E. END OF A HEAD WALL 2. All pipelines or substructures of kind, tel �---�-CONST. 3" A.C. OVER 4" AGGREGATE BA51:; _ ,�A?e S�' FOR 3-24" CMP--ECFV. 143-0.686 any telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these Z CONST. 4" A.C. OVER 4" AGGREGATE BASE. / f+�r ���� plans within the right-of-way limits or in adjacent areas where a--CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311._ / 3 S.f. $WtX"r r improvement work is to be done shall be removed, relocated or protected CONST. 6" CURB WITH .24" GUTTER PER DETAIL ON THIS SHEET. 3,2�o L-A in place as required at no cost to the City of 'Rancho Cucamonga, aj ---CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. /p E�• �U� Sr� T Q M contractor 6 INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST.- /4 EA. 1 M4111!9AP�t'�kr. $ �� 3• y performin work on this 0--- 562 9.f• MOAOMkZW )T-4eW' ,� ftc.^W. � /� 8 project shall familiarize him- Q CONST. DRIVEWAY APPROACH PER CITY STD. DWG. N0. 305 .._ 5, � `�� C• self with the site and shall be solely responsible for any damage to 8 INSTALL STREET LIGHTS, 9500 LUM. 664• CGVN77RVSIGLc- AWIAE S : ftb�*fG'L �Tos'"Cf existing facilities resulting directly or indirectly from his opera- a--INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. 57 ,5A. 49AIA45Y CGr/1QT tions, whether or not such facilities are shown on these plans. CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON THIS SFjEET. X152 L.F. QARR/rV6T?a(/ CGr/,Q7►' 4F .' Ia-- CONST. 8" CURB ONLY PER CITY STD. DWG. NO. 301. 8o 1-14, •=k: �,�.+ - b.u� a ;'�. . 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering MOVE EXIST. REDWOOD- HEADER AND JOIN EXIST. PAVING. - 8°IS LF errre" u •R °'' i:••: ' -; Department. prior to any encroachment or construction within City of &--- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. N0. 402. .d E.4. - fs'� 1 : Rancho Cucamonga easement or right-of-way. CONST. CURB OUTLET PER CITY STD. DWG. NO. 506 (W=8' ) . 2 954, %(C • - ••' /"'G•f. 'A �"'�f - @)-CONST. SPANDREL & CROSS GUTTER PER .CITY STD. DWG. NO. 308 , _ � 23�S.f, . . '- �..- o 3 CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. • � ' � • S. All grade stakes shall be set by the Contractor or Engineer. Paving 3 EA , a stakes shall be set at all hinge points, edge of pavement points @---CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 (FOR WAV SEE 3 ' =s' within 0.01 foot of sub-grade elevation and at not more than 50 foot PLAN) intervals. Additional paving stakes may be required by City Engineer INSTALL YARD DRAIN PER DETAIL ON THIS SHEET._ EA• SroC•h orf�CCJTT21'� --- - PARKWAY CULVERT INLET _ _ as needed at warped or vertical curve areas. /iGC�laLL .�J,2�EETG.f�yT, 27544 LliyJ, - -� - / Ems, 6. All sewer, water, electric, gas, phone or other utility laterals, DETAIL • I AA mains, or crossings shall be constructed prior to paving. FOR NO SCALE 7. Compaction testa of embankment construction, trench backfill, cote- STORM DRAIN QUANTITIES SEE SHEET 7 - - pacting original ground and all sub-grades.shall be performed at no - cost to the City of Rancho Cucamonga. A written report with these lw�TA/.fl/.Gf3 iDLL compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. F 8. At the completion of paving, a materials report shall be submitted to ' - FAV the City Engineer. Lasing all tests or determinations completed to - R/W k verify stability oil content and Gradation of asphalt Paving AL $$� - ---- a l•QGE�t /.t/G' O.G��.COJ2�ll� T/opt/ V1 , i- - • 9. Prior to installaticci of any Paving, a materials report shall be � ���►G�►`MX¢•► � ` �' �EQU,QL. 1 �. RJB M submitter to the City Engineer. Listing all tests or determinations -� • � �► _ , completed to verify: - sieve analysis and sand equivalent of 1 11' 27, 6' coy r o ivy v .�,wrs :':�; .•a.: :•: , 08'�j0 aggregate base. • , 27 II �'' S� f~s.'C� OPXee .- 11' 16 ' 071sW 3 23 ' RUE 10. Paving shall be performed in accordance with R-Value and Pavement tests • • ' `� ,eET.4.t/6+�,4.� l!'/./��` taken to determine structural sections (prior to final plan approval) M"'41 + . �.. ; : M L eVEL- LINE , , , O .r I �!"X/?/l Pf�e'.41C dA10Wie4 . When improvements are to be placed an native soil which consists of a ------ --- ___ rocky material, the sub-grade shall be prepared by removing all rocks -� :'�� E ��-s p?�•, � '�" I �%r .30� l�� C/Pi�•Q�.a�Toe �,e /�15CTC.I./'/PE 77�it'U :- which protrude above the sub=grade and all voids or depressions shall $ -`� �� �`� ��s I be filled with a fine grade material of a quality better than the Hari.~. ( YARD DRAIN DETAIL • material. I I ' 2. If the asphalt concrete is to be placed on sub-grade, a soils aterilant �� � � � - NOT TO SCALE registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 0 ` �R 7 o /2365 3 3 L applied at the manufacturer's recommended rate for the full pavement �' ' 3'��✓�� S� 9f9J98 width priot to paving. TYPICAL SECTIONTYPICAL • E 13. Estimate of quantities is provided �r the Engineer only for the con- venience of the developer, the contractor shall sake his own deter- _ wination of construction quantities before submitting a bid. Any COUNTRYSIDE DRIVE Item of work required by these plans which is not specifically listed CHURCH STREET I in the estimate of quantities shall be considered as included in the - i N. . BARRINGTON COURT' N; ��r s �. other items of work. -- --. r-r, =80 Exp-�=70 ` �---� - _ I . BROADMOOR PLACE � °• ;-- _ - 14. Street signs per City of Rancho Cucamonga Standard numbers 401 and 402 _p-� ' :s -� '- ° l ►- , . - shall be constructed at each intersection. GAINEY COURT - s _ s - f •• ! '-�J I 1S. City approval of plans does not relieve the developer from responsibility - - - _ - - for. the correction of error and omission discovered during construction. R� - - � R/tp •� -- - - J I r - i -i e a ° i • Upon request the required plan revisions shall be promptly submitted to $$ � ! I the. City Engineer for approval. -- � �--{"] � ' -� �___• I I • � � 1--1 S 1 1 16. stork site and exterior streets shall be in a neat, cl`tian, hazard free, � orderly state, throughout construction. Site shall be cleaned upon II=13' 27' 6' GQ7' I� ' • Z request of the inspector. ; ' , I �' 1 • VAIQ/ES 9-740 .lam 5 I 17. Native soil to`51 scarified or ripped between median curbs v.�QFESS( ;__---- ° � prior to fill p t, 4' L, ff >r lacemen t , Levft- LINE Q� V►!F TGA I- w - t 18. Contact al 90� QG7 IN 1 Utility Companies as required48 hours prior to ��----2 @ 4 excavation. Provided for your convenience are the following: � �'ly�� IXJ - - '� t • 3 -� =•_----- ��` � , . . � - - ��'' •o_ t Exp, �3� A. San Gabriel Valley Municipal Water C L + /L' SIS rr 7 AW Mr. Bob Stallings (213)p969-2718 District /9L dw` I_ STA• 37 /(of/J! fd for Base Line Road construction �'A-IOWAZTX ��Pe7ZF'ARs40- - B. General Telephone (800) 422-4132 A�'O U/VT/GrAzG U1P. RT -- - -, - r''' •�'. for underground service rr/T/L/Ty [ATEPACS _ R TR NQ/23/ PEEP . ; A11771141�E" 9 M. o. /236 - �oAIAYhA'WA-Ar/r 77 E,D �urEx�r/�c�r %vT INDEX MAP C: Southern California Gas Company (714) 529-2889 4eZ A1/-s/TE �1P/PDr/Eis ',y ' W6? 2'F.roN 5' it... '. yea E. Birch Street (714) 529-7070 �v0/.tom 14U 6R-4,o%t 1114 - - DRIVEWAY DETAIL Brea, CA 92621 Cl9dtilfYET�'O � VIO /ICG _ __ • 4'!'^�`c�A,6V- �Kti'�+y� TYPICAL SECTION 9- Cucamonga County Water District (714) 987-2591 �*s0wAY /MP�POl2�ME1VT3` .4PE /1/TS %41 San Bernardino Road ^9MeP,5V tit/,D - Rancho Cucamonga, CA 91730 'E /�'�'��'�/�'� ' T'S'�" TERRA VISTA PARKWAY r C/Tr E�'vG/�t/EE.P j t. Metropolitan Water District (714) 593-7474 P.O. Box 54153 Tb ✓�'7.�- 89/3 Los Angeles, CA 90054 10 !E. Pacific Telephone Company (714) 999-5639 . �• - DESCRIPTION of REVISION f DATE PPRC"W CITY of RANCHONOTrC>� CUCAMONGA O CONTRACT0R SHALL- VERIFY ALL OTE: O/V ALL //VTEiP/OR S7' ?.EET,S', K//4ERE 7WE 5/DEK/,4L.(- /5 AUJ.4C,6N7 �,�� ' CONDITIONS AND DIMENSIONS CU/PB, THE /A/STALL.4T/O/V OE ST•PEET L/Gf/T5", /'1.9/LBD,Y�-S, �'TiPEET" •��' r„ k I ,�i AND SHALL REPORT ALL DIS- :S'/6A/S, W..4TE.P ME72rR5' 4AI0 F/,PE f,/Y0,9,4 1/T-.S .0,S/,4Z L BE LOCA TEO •R ;( ;Q TRACT. E ✓/OEKi.4L.r. •� :�: � ; NO. 13191 + CREPANCIES TO THE ENGINEER � ,.,/iyQ `• . , ..••• �• ��; { PRIOR TO THE. COMMENCEMENT : a- `' r STREET IMPROVEMENT PLAN OF WORK. . . . ... . T�T .E ET PRIVATE ENGINEER'S I90TICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTMCTOR *� ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 'RESPONSIBILITY M71Es: r APPROVES 8Y �p DATE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- L A /moo RAS .acv �wacc eE cr►vsnPGrMV CITY ENGINEER 6 RCE -2NO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- ter cE�s Fav id fE�T<►PART. ; k _ 7 NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING P. A1C yc Res sF5r e� neue 1-4 ,. res�o�vrE DESIGN ADOLEAN SSO RTES, INC. RECOMM NOED w� NE c.�re�T Eo.rav of ��.� aro • foe H OF SAN BERNARDINO COUNTY CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE �'°"'� ,1cypKs e►�.vsr. � un/�Ess aneE�ew/SE /NO,r„r�a ` a` PROTECT THE' UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ( 'f'� 'iCAL ��CTf�N CONSULTING CML ENGINEERING j NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS DRAWN AND LAND PLANNING SN-CET ELAN.Mountain Ave.,Sults lob OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 8"+ CURD FACE & 48" GUTTER �� � Il!•tANO CALIFORNIA 91736 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE KEY MAP A ►HONE 14 946IA 9 q OF� OF THE OWNER OR THE ENGINEER. "' NEC KED I RCE. No.MX DRAW1N G NO. ° soo woo Ism J C ISI pA E FILE NofK� _10BB - I,P ,, — � 8„ �. ,� - BENCH MARK: S N ka BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. p 19TH ST. , 44 FT. W. 4e HAVEN b d\ to 4• ' 6 83 FT. N. 19TH ST. , SE's �, (9 DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL ' N �j /V w FOR 3-24" CMP--ELEV. 1430.686 r • '7 �, • • • J \. P � /0 r _ • x � Q . wd Or I ailto N 4 gin a O f - - rte ` 0 O t9 t 6 . -- Ar k i Ion r t r t i - J (sa.F p I • P FI - • O . t 0 F 3 4 s t 8 9 /o - �► G/,/.4;1 SEE ZAA1U•SC�4PE �. // sr LJ'� h Its.. 7jr lb G 1" ,• 9 y D , O o 6441' tauRr ' rR '`� ,o a��� �°�fr,' �r G ' , -s J acs .• �� � �_ �t• -- - , -- �,� `o A, 2 � •, _.` cow � IlARRlr4�7rot/ �, � To 5cAGE 3 i Q V C r �t36 ��\ - / � .��a Ex�sT M6v/rrN � � � � o � •••. •, � 1 � oil CHURCH STREET \�` , • /// 17 3.� _. CONSTRUCTION NOTES / O ESC R IPTI O N o f REVISION PATE PPROVE , r, CONS 4 A.C. OVER 4 AGGREGATE BASE. U CITY of RANCHO CUCAMONGA © CONST. SIDEWALK PER CITY STV. DWG. NO. IS 310 311. WWI C3NST. HANDICAP RAMP PER CITY STD• DWG• 110• 310. � \� CURVE DATA ® I , TRACT NO* 13191 64, _ _ INSTALL STREET LIGHT, 9500 LUM / ��`� OELTA /PAD/U5 LEN. rq�/ - - - - - - CHURCH STREET - -- - - f 1 ® CONST. 8 w CURB WITH 48" GUTTER PER DETAIL ON"st4EET 35.00 53.95 33.99 _ - --- - `� Og BZ ,,.26•� © CQNST. 8" CURB ONLY PER CITY STh. DWG. 110. 1301. o-(v _--� \� STREET IMPROVEMENT' PLAN 35.QO 50.Z/� 3D 53 C W00'5315611 35.001 59. /9/ 39.49 W � REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. � e � � •�...•� \ /6•// ,f2 , �,� 3 • � , 6.0/ -4 / APPROVED BY ATE / / - o / FESS •25 ' , ® CONST. CURB ooTLST PER CITY STD. DWG. 110. sob (W-4 ) . g M ?`F � � oho �0� CITY ENGINEER RCE.No a/r/7 P /1609 ' " /Gb•00' 3¢•#7 ' /7. ! ® CONST. SPANDREL. & CROSS GUTTER PER CITY STD. DWG. no. 308. , MODIFIED. 'Q � � �`� �S �90 f� DESIGN ADOL AN AS CI ES, INC. RECOMMENDED ° z _ OF SAN BERNARDINO COUNTY 6 00 54'// " /233.00' /9.�f`�' 9, 72 ! / COST. LOCAL DEPRESSION, CASE H PER CITY STD. DWG. 110.s18. - ,9\`_, � � No. 14814 ,r„ GN �a •7 �K ® A \� / E>c�. � CONSULTINd CIVIL ENGINEERING � T ;1 # DRAWN S •EE CONST. CATCH BASIN 110. 3 PER CITY STD; DWG. lR7. 504. (PORN .ar V SEE PLAN) . AND LAND PLANNING j 30"27'.93" 200.00 ' G,56-09' 326 7` ' �� bas N.Mountain Ave.,Suits 86 7 / `{! 'fl,, CI V4`- �! aN UPLAND CALIFORNIA>117s8 �, OF� • ��CAI�� PHON�(714) 94G-9!94q 27 .9/ ' ® /•cesrr« .r �Er.�r%�v/te ��ry �� vx ,rte ,�►vS_ MECKED RCE. No / DRAWING NO. JC H OA E FILE No/A �D88 03"1414.6" /000-00, 68.00' 34.0/' //i�`ST,4LL �7",�T G/4� Z7✓rG� Lt/� .. t i BENCH MARK: f -- - BENCH MARK NO. %6-B AT THE NWC OF HAVEN AVE. • i 19TH ST. , 44 FT. W. e . HAVEN Vz 6 83 FT. N. 4e 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP AT THE C 0.0 E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 44t r C./ > p QNp000 D QO p \ tl; N 710 _ -- -- - " - Alf o I I J I f", I.: ! —_ — ___z W 1 so Lei h. �ii SfIC6 � 11`;i — __ t 14 -- A i /. - - - - - QD - - - •� - - - - - t .; - P a 4E /2 LIA - _L__Ll J L _Ll L L I2 itrT SEE'S'h�E`c j- WE -4 0 _ II 35 34 ' 33 32 - t 31 U 30 CONSTRUCTION NOTES -+ i its I� - - � I Q \ \ B CONST. 4" A.C. OVER 4" AGGREGATE BASE. -0o,�� ,� ( \ -- R �'. - © CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 i 311. h31 \ r1= I i' — _ —— — ® CONST. HANDICAP RAMP PER CITY STD. DWG. Mg- 310. - °DSI 1 1 — INSTALL STREET LIGHTS , 9500 LUM. x3 L h • 1 EX15j /MflerJVF_1W V75 8 T/e•/Vo./t3/9, /'x9W iYo•97G• E.P. 2 bl• 61r Ii4VEML�iVT !✓HERE EX/S7.'/'S' ` ----- — O 2 AAW gQVr -ee INSTALL STREET SIGN PER CITY STD. DWG. NO 401. ""T Awe- -1 sN6ET 7 Fi7,�67rWw pW1/�V.4- -- ---------_ _ _ ___ CONST. 8" CURB WITH 48" GUTTER PER DETAIL 8Wo w^rA,e LlAf& ® REMOVE EXIST. REDWOOD HEADER AND JOIN PAVING. Y Fr No e� -pi— �` ___ W _,� _ _ --- -- — --- _ — -- — — INSTALL TRAFFIC STOP SIGN,Rp CITY STD. DWG. M. 402 j T T • _rte— '�i -- -- — '�`----------- - ' -- + ® CONST. SPANDREL i CROSS GUTTER PER CITY STD. DWG. NO. 308, MODIFIED. 111 B. A: �. DESCRIPTION of REVISION PATE -APPROVE � CITY of RANCHO CUCAMONGA CURVE DATA TRACT NO. 13191 - - -- _ _ - -- . -- - -- TERRA VISTA PARKWAY DELTA I0401el-fLEN. TAN. TERRA VISTA PARKWAY ! O B2 29 /D 35.G0� 5Q 39� . 0.69 ° STREET IMPROVEMENT PLAN 135.00 "59 5 71 3992/ a. .. _. APPROVED 8Y ATE o oFES s�a, CITY ENGINEER RCE.No;2/1/7 TAA, �s DESIG IMADDLEARD ASSCrCIATES, INC. RECOMMENDED OF S- c r rz,, 1� If�84 4, NCUNTY o. 14814 CONSULTING C VILDINO ENGINEERING ` Exp. AND LAND PLANNING• DRAWN SN T ' ,k * 5646 N.Mountain Ave.,Suite IOFa '�l,* Cl V11. !. ' "' ' UPLAND PHONt'CALIFORNIA 91786 OF—$— (71 946-Q949 SOF CA0i NECKED RCE. No./SSI , —� DR AW IN N0. C 4;4 IL J OA E FILE No � • �2G-784�;- S 1 y 7 = _ - - - - BENCH MARK: i BENCH MARK NO 96-B - t _ _ AT THE NWC OF HAVEN. AVE. i 8• 4' 19TH ST. , 44 , W. HAVEN ' r - . Les I . _ - 6 83 FT. N. 19TH ST. , ' SET - .S. T r � � - _ _ � _ - DRIVE PIN w/C AG IN TOP THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686It N 1 ' Q U _ \ Q 9 _ — / / 66 �9 - 1,41r L Ja ' V } x c} - Nj 11; V6 40 ' - @ s� s Q Ftoo S Y. X - - 24 - - - - - ; t 0 • t ; ; E T. Tj - __... . - F_ O 1 2 3 ¢ 5 _ vi 13 ►� 2 h T4 th 114 x r n s - 12$ 13 14 • tr/ �� N 4 S g 8 x 9 I I I 1 15 �- ati -� �"�' � 'C Oxy .Z, Gt � � _ _ � • A x off, _ _ ► r.L16: r \ o ' 16 E N25'02�29E 11' 10 A �` IZ� i ' 3 �. z2.�o� _ a ' — -- Sr. o : e.fV' i •so�' r8. • h� 4 73 72 r 71 70 69K 67 66 65 64 rl 1 w wl ' • t Q � � \ � ? ►� Q N O� 1\ V O E fii/EET S - - _. ._ - i CURVE DATA 1 DEL 74 lP.90/U.5 Z&W.. 774A _ 7 �10�22�0�" �i800� 62.28/ __?I 5/ DESCRIPTION Of REVISION DATE APPROVE CONSTRUCTION NOTES 111ROADMOOR PLACE 8 2�`5 Z��' 7�•��' 3857' CITY of RANCHO CUCAMONGA --, _ - © /Z'Z7'OD" /80.00 39. ✓`-5'/ /9.B5/ \ " » 8`5.3'09a 5,800 30.3�� �.z5/ TRACT NO. 13191 CONST. 3 A.C. OVER 4 AGGREGATE EASE. E 3'5.3/0911 432001 7475/ 7.451 ' ® CONST. SIDEG{ALR PER CITY STD. DWG. NO. 'S 310 'A 311. - F 8°531091/ SG�D0( 77.54 A&.851 SROADMOOR PLACE ® CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON SHEET I. - O /0°40'00-1/ /02.001 /7. 80 1, 6. 9Z --- ' STREET IMPROVEMENT PLAN i ® CpNST. HAND I CAP RAMP PER CITY STD. DWG. NO; 310.4, INSTALL STREET LIGHTS , 5 800 LOM, WITH EXTEI�3ED MAST. QaoFESS�o,� APPROVED BY ATE 11P� © , CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 305: �� 5�1LTON '�� GTY•ENGINEER RCE.No xIV7 a 1► ad = DESIGN A OLEAND ASSOCIATES, INC. RECOMM NDED TA��-��' 6Icm -IZB;l Gl*y -STD= 1�1 tiR`.-4A3r ► No. 14814 r, m G H OF SAN BERNARDINO COUNTY •�� i iL CQNSULTING CIVIL ENGINEERING /N.STALL TRAFF/C ,�'TOr�.S/6✓V PE)e C/Ty.?TO. ~,{ F /Vd 402. * * DRgyyN AND LAND PLANNING• SHEET -- •` - fr C1V1� \�• 649 N.Mountain Ave.,Suite los ® /N6TALL �ECT.4N61/LA.P G Z ijRc ,�1�',r/t/1�'PE.P .41.�Y•4Md•P-� - OF CA 11F UPLA ND CALIFORNIA 91786 _ OF i1/OrPV OW 4-470 W1.4L74o7-OSP #.4-400-•f--oe OETA/L QiV � � ` PHO �(�14) 946-9!41441 � �Er w0. i -' - - - - -.--- - NECKED +f�_ FtCE. 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END OF A HEAD WALL 3 - - — - - } { { i } s t FOR 3-24" CMP--ELEV. 1430.686 t : , . - r `� 1 - -- - - - 3 ' 1 _ t + y f - ! .4 E-2 ifdolo M - AV T R IL Q 3. oi- T__1F_ R F.' S 'At E 1 ' i i !4 / S �o - E T i 4 LINE A LINE B ' z 0 _ LINE C 0. f•f*° �f LINE & CURVE DATA t yC _• O Z;WZ TA I AEA,eQ RAO/O �ST•4ACE T 1/VESE/VT t N - N .30'4Z' �"'E U C#Z1A # �eFr © 3s° 36' 37* 45.a0' Z 7.97' M 45'' SEE Hr CffURC'H STREET � 1 � 0 � e SEE SHEET Z (7 \ b O .t/06 ¢6, S 29 d.'S 0 so 17 ' 'S7t?AW LirA//V/'FR 1 , �q /IV OU I i ` O /V ob'OZ'2G"Al AfASTE.P PZAA/ 3-4, C/ry Of+�ti l 2 V GA E &HEFT I I '� I B4�PR/NGTayv A/O. d36 TR NO. /P4pP 1 ¢ �- Cal/RT , O 3T 29 /O4S00' 29. ' /5.97' E I "oG) Ae_ 31 T 6NEET G CIS.MS Z 8 ` 2 L4.eG'Gr�2!.�T•/� � ` F 445 f R.C.P R.O.-w 2 xy=3' �k w °,� W ,�,�"M 1 G �f qoQROfESS/p �` 2'►'1 C ce. p b �� W cw No. 14814 rre n U44 ` 11 Fr /•9 p x I B4RR/A6TON COURT TERRA ixSTA PARK A)O' � 0 .� 3-- ,V 5EE 5.4fEET 6 5EE SsJEET 3 ' DESCRIPTION of REVISION GATE PPRO - I _ F ' LINE A LINE B CITY of RANCHO GUCAMONGA LINE C STORM DRAIN CONSTRUCTION NOTES -- - -'/ - = - - J►�o" - �.'� TRACT NO. 13191 rye L/1TER& GOMVtCY�N/ /" �N AMA"D//VO � 7M0 -- _ � ��• /�, sro. * .�P /77. s,�,yGcamns�~cf STORM DRAIN PLAN/N5mu /A R.c. (D"AS s//,qA IN wov=1zk) ' - ,Aan� E,r�sr. /e~TC.o - - ----- — h ,. :..- 4. .. .�. - - �: �4 � ;. :,. _. ; _ LINES A. 8 & C ' 4 CGri�ST. JUNCT/O/v STRIICTURF ��!" PFR C/Ty 570. D1cK0SAt,. --- EPA. : APPROVED BY ATE G T Y ENGINEER J •RCE.No JV V 7 IV�OTE .� ls���oe,�,4y���Ti,��fr�r.�v� -,o,off D N acs Ex/sriiGsG aril/rrEs Tv B� � _ � DESIGN MADOLE AND ASSOC TES, INC. RECOMMENDED OF SAN BERNARDINO COUNTY f ! / mel/=IEo /V/T/i/ TRACT $l/P�'— � � r � CONSULTING CIVIL ENGINEERING � �ET A0VTE/1/DR/VT, - PARKWAY CULVERT INET aAwN 5". NAMounttainAw PLANNING 10a ` - UPLAND CALIFORNIA 91TN _ QF _ . . DETAIL A A PHONE'ptq 94�'-e9a9 \ r CKEU RCE. No.I�d/ fK NO SCALE ., t,. � OR AW IN G NO. ►- ,D TE. FILE No _ ... -_ r•f -_. - _.-._ - _- _ - __ ■311 +:..,w`.iI'.a..•'- ^..<...___... _... .- _. -._... ..- . ...._... ....._ .- w -....--.... -- ,_. ._ ..... -.... -.w►....a-ro.r-.a_. -..-...., - .. ...s.... .- . rair. -.+.a...t _.._a... l.- ..- .f - .: -. war..._ ... 1/. .-. r,__ ._ .. - .: - • -% 1- _.-.._... �a... . - wrw.w ... ..- .�2i1.r'.- --.-._......,.-,.. RENCH MAIRK: BEIM MAIRIC 110. %-t • AT TILE Iellic or MV= AVX. s • •.s 19TH ST. , 44 !T. W. 10 MAVEN i 83 rT. tl. it l n'A ST. , tsT DRIVE PIN v/C.S. 2AG rN TOP AT TRS E. » Or A HERD MALL �,G�• FOR 3-24" 01P--SLIM 1430."S n A � JaQix- u f .► �. ., �'� . •, '¢ rp 4 � i'3 >�+ ?�► '�� eco � � (�' . Z R `� ' `�✓ .� `fit , - • +�w,�iAe e� ! r � t , , �- �� 6f� � co J: A- W/ /�"'°'- r^'" i -...« M r^"""•'•-'-' .�- `"" _".-......-. ... .....,..., �'�_.•... -� Ix ,w. -+.. -•ice 41 SIGNS `� -- Y{ • h U oris K k v D CHU C14 © S EE�t k��Y .14" ~ mss-�e2G 007" s/005 0= S77q& E-r f r/V�ealArWvaJr &Armes sn� ®57R5--T UG&*M- �TJCAtmI - AM" 1r tIV rr S-rrP AA4!90 JEE Amy { RPJM71211 S ` ('&M AHF4,D) 4 R/ if 35 34 33 v 31 30tan a .. 97A _ R 7 ` ._ �. We*- •-'- Ivo. I , ,-=z -- �. ~A*7- c��ur PA/Arr 4e141VI �n DESCRIPTI ON Of REVISION ATE I 1 wL ,OW CV �1z /NECITY of RANCHO CUCAMONGA \ E�.c��+' 1i6''".�P'-�?,�G�'✓ COM7NlXaUS TRACT N0. 13 19 1 i a�c7roNa� TERRA V I STA PARKWAY �cN ,��. AND CHURCH STREET `T 12673- STREET IMPROVEMENT PLANS <# ' �°^�,5�` T'ERRA V I STA PARKWAY�a $1: STRIPING AND SIGNING PLAN - '�'� �� �vNr' YML~ -quuo s7;Vcff SAAIVOLAST 4/ 1 AO APP VAer/MfESS D �� � 57R/P//VG• Q�O /p S� BY DATE %tTON �f CITY TRAFFIC ENGINEER DESIGN MAME AM UNW1 RECOMMEMOEO "No. 14914 �, yy s/,�/. lF IAN umARemo omm Op6 'a 60"WATINO CML E1i0mapo11N *OK M.° °Ai�I= T CALF �� Ps W= �t 8 MECKEfl A RCE.ft ORA"* ft p TE mw/ze-- / 88