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HomeMy WebLinkAbout979.-... a GENERAL NOTES t .2 5 Z5 VARIES IEFS All work all be done in accordance with these plans, the City of VARRancho Cucamonga Standards and the Standard S`peci icati.ons for Public t -, • ,% ♦ t Works Construction - current edition® Contractor shall be familiarT 1 AN hall be responsible for adherance to these Standards and `� T t T. with and shall Specifications.E .170' .40-AWAT adsp 2. All pipelines or substructures of any kind, telephone or power poles caster meters, valves, fire hydrants, etc. sho or not s o o these a lens within the r ht -of -way limits or in adjacent areas where • " '' ?" A ° ' improvement work is to done shall be removed, relocated or protected CVA0` , 6RADE SAME' n lace as required at no cost to the City of Rancho Cucamonga. , °t'Lt GHT— i p 1 •- ®` Al -9 W5 3. Any contractor performing work on this project shall familiarize him- • lel responsible for any damage to ` w TYPICAL SECTION LOW SIVE self with the site an shall be solely,GPAPING existing N.T.S.facilities resulting directly or indirectly fro` his operaHIG" SIDE ING - tions, whether or not such facilities are shownon these plans. permit shall be obtained from the City of Rancho Cucamonga Engineering ° Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points 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 as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, sins, or crossings shall be constructed prior to paving. 7. Compaction tests of -embankment construction, trench backfill, co -- A h 11 be erfo ed at no roCKSTRUCTOON H07ES QUAN70TV E970HATE F,s tt .•.•.••....•.••.........•.••... ...•.•......••.....•.....••..••......... .•.••...•,.•...•........... ®•.•..•.•. 1 .# 1 A.C.DESCRIPTION QUANT-ITY - UNIT MA ICU CONSTRUCTe •...••.•.•.•.•...•. . ..••.•.....•.......• • 5 17 . CONST.F HA 104 " CURB & GUTTER PER CITY OF RANCHO CUCAMONGA • . ......... F. CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA • . ........ 0-...6108 • . CONST. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. VV = /!o' X= 3' FOR L •... CONST.Y ...... L.F. CONSTRUCT' BARR I CADE PER CITY OF RANCHO CUCAMONGA STD. DW6. 404......•..•••......W • • ` vilatan RnAn pacting original ground and all sub -gra es.s a F cost to the City of -Rancho Cucamonga. A written report with these � H I AVEM A • Compaction tests shall be submitted to the City Engineer for approval -` Ci ro prior to the placement of base materials and/or surfacing. ® °tted to " • • At the completion of paving, a materials report shall e su m� ! the Cit Engineer.. Lising all tests or determinations completed to° Y 3TREEi City � . e verify stability oil content and Gradation of asphalt Paying, Tt t ° Prior to insta laticn of any paving, a materials report shall be submittect to the City Engineer. Listing all tests or determinations and sand equivalent of Ht co lets to verify ,sieve analysis�• ®� aggregate base. VOCUMTV MAP V ' 5 4AT TO SCALE 1. Paving -shall be performedaccordance • t -Valueav nt tests taken to determine structural sections (prior to final plan approval) A, ReMOVE P,A, 4, RF-PLACV- WIC� 6 PE�� 2al-3- 3 LU l r of 023 �, 412 Iry 2004 ta F�f �AW7F _ AUT► fZRF � C,gs. lop Tib improvements areto b placed on natio soil which consists of a �' g R 11. When LU � rocky material, the sub -grade shall be prepared by removing all rocks m/6 NIL G ` O'S t, w QQ -74 � 1 is protrude above h sub -grade and all voids or depressions shall Ilia SID o1s GaT S R� N Y �% be .fills with a fine rad m tenial of a quality better than natives t��1,? ¢arm , .� tN 2�1�4, 0 -t - which il � ® �'f�c 20 a � ar�-7 � 2 w 2oa -- � material. • flo Lu i"° t Ln 1• L th asph It concr t is to b placed o su -grin rade, a soils stelat•-'CAN_Q r registered y b the° for use under A.C. a P.C.C. shall e u ifor ly t t`T-�. T' ,applied at the manufacturer's recommended rate for the full pavement` width prior to paving. •" • 13. Estimate of quantities is provided by the Engineer only for the con venience of the developer, the contractor shall make his own deter 27 28 29 30MRIW VA !E ination of constructionquantities before submitting a bid. Any3G B5 34 3J item of work required y these plans which is not specifically listed 37 in the estimat of quantities shall considered as included in the W ISTEX10FROYEA4ENT• t • other items of work 19 ® n a canard Numbers 1 a 40 14. Street signs per City o Rancho Cu m g all b constructed c intersectio . T AS EXISTING DEER CREEKZo4 'y d t relieve t developer from responsibility 15. t approval of len does no fission discovered during construction. •. trot an o g ®.�... 8 for"the correction o .. • . , . Upon request the required la revisions shall be promptly submitted to 411- EXIST69L1 EXIST. CURB the.City Engineer for approval. ? .011 4) LLJ GUTTER 16. Work site and exteriorstreets shall be in.a neat, clean, hazard free,No. 09T213 r � ;5 a n. orderly state, throughout co tructio` e4 request of the inspector. l7• Contact all tTtility Companies as required, 4 hours rior to e c.ay.a.t�on® � �A � L/ E T �F K,�5 OF A I I 11 rev t to s ' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR' ince are he ioTowiW,rv4' /OProvided for your conven: F E,St�lo THE EXISTENCE AND LOCATION OF ANY UNDERGRO'UND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARC A. an Gabriel Valley Municipal Water District p H OF �m° . T f TO THE BEST OF OUR KNOWLEDGE r 1 24 Mr. Bob Stallings (213) 969-2718 ` AVAILABLE � �` Z W 10. NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE* for Base Line Road construction W 54825 �Ole.�, a t 77fl8 2 � 1 2 " `;.CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES'TO W 6U - Dir .k Ex.. 6 cxa B. General Telephone ( 0 2 �• P lel PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES, OR I STRUCTURES for under ground service meq, }SHOWN V�i OF, AND ANY DAMAGE TO THESE LINES OR- STRUCTURES* C. Southern. California Gas Company (714) 529-2889T mac' offi 2191 E. Birch Street (714) 529-7070 . ".." ,� t2G►-O�•Ti�ST��' LiG-+INTI► , Oh.t C? Cyh.t. �+, k'l14dK�" FDR REt�/SION !t t�iv�l� 9 Brea, C 921s1�v�t2��Irz enut�Ouu�F_.{2 cyr•1.1eD:, vaL.i►aG►A As/M.,IcirracaE �N. izt�+FST ?.AOR. Cucamonga County star District (714) 9 7`2591 RpD`�D DR/v� APPS®.qtX DSV t a� ,& PErr x? A' Zao2- VD4[�1 et �•`j� Do t tS,l 1 San.Bernardino Road �. ,2.D.w. 2uD3-Ot?43.d BY 1-i/L cDNs�,cTisra trvrt ttiCGlitrFhRs% Rancho Cucamonga, CA 9173 � .� `� tom°' ► It t i�.G"� kt til C_... t 9� i�,. t� �. O�- � c:� °� �.9-0o, :• tt.0 .: E. Metropolitan Water District (714) 593-7474 P.O. Box 54153L •�DE,SCRIPTIONof REVISION Los Angeles, C 5 t81=021 Mo 4 DATE APPROVE F. Pacific Telephone Co pany (714) 999-5639 CITY of RANCHO C'CAMONGA" GO A NOTICE • SLOPE VARIES, 6RADE SAM5 CONTRACTOR SHALL VERIFY ALL E r 1 E—S CONDITIONS` t o t HALL REPORT b fSMJ EQUE TRIM ESM AND S. S , r ` DIS- TRAI L8 NOT TO EXCEED 5: tj Oda t FTITLE" SHEET CI • �fe �GU�TR��U E CCmMENCEMENT .��FRICLTO TH _ 2 'Ill OF WORK. s ` a t ,IMPROVEMENT PLANS` �k / ING DEER K. M W r, iAPPROVED BY OATE 1-Z., -As RAI •C• •..SPECIAL NOT FROM PRIVATEENGINEER TO CONTRACTOR SLOPE VARIES, ORADE SAME CITY ENGINEER RCE No 2- Ai�ta j AAIC-qO c4&-4"0A1`_A TRAILS. NOT TO EXCEED 5: 1. r CONTRACTOR AGREE THAT HE SHALL ASSUMESOLE AND CO FLET SFONSIBIL T Xt ryf t RECOMMENDED ASSOCIATES, INC. FOR 0"O SITE CO ITIO S DU ING T E COU E O CONSTRUCTIO CSF T IS FRO ® � � �, t _.. t r CIVIL 0ECTINCLUDING SAFETY OF ALL PERSONS AN PROPERTY; THIS REQUIRE- SECTION LOW rr 1 I LAND PLANNERS MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING gy_.p�► 9�_-t..7__.._1�_. SID HOURS; AN THAT THE CONTRACTORSHALL DEFEND, INDEMNIFY HOLD 1 rSHEET l r W. � ANAm CALIFORNIA I go OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALT. LIABILITY', REAL ��` � �°���� " � ��• � ' � . � � T � � , BROKEN ,�.i��(J'�U ��i,�►.L} �lALI�T)�, ,P�.Z�I°�TC,TE F�.II�(�E ��,rJ'�'(�I�1 I�. P�eON 7 4 ®835 - 2�8 �....__ � OF ..� OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS , , o 1418 � �� PROJECT, EXCEPTING FOR LIABILITY' ARISING FROM THE SOLE NEGLIGENCE � • �� ��D - ---� �-�•� � ��� Chi C OF THE OWNER OR THE ENGINEER. BOULDER CANYON ROAD t is 1 11/111 ® 77 5► BERNARDINO NATI0KF __J Tm= SM 1 11 lraaraaar�� ROAD « - EE t w • AVENUE CHAFFEY COLLEGE d i t REMOVE EXISTING BARRICADE U9 INSTALL STREET LIGHTS Q5.800 LUMEN) WITH EXTE UO • ,. INSTALL STREET LIGHTS 500 LUMEN) WITH EXTENDED • WWI 31RCH (1 1) CONST. PARKWAY CULVERt, PER CITY OF RANCHO CUCAMONGA STD. DW6. 507 116 L� F. VIVIEN111, AM U3 INSTALL TRAFFIC S16N rR , pacting original ground and all sub -gra es.s a F cost to the City of -Rancho Cucamonga. A written report with these � H I AVEM A • Compaction tests shall be submitted to the City Engineer for approval -` Ci ro prior to the placement of base materials and/or surfacing. ® °tted to " • • At the completion of paving, a materials report shall e su m� ! the Cit Engineer.. Lising all tests or determinations completed to° Y 3TREEi City � . e verify stability oil content and Gradation of asphalt Paying, Tt t ° Prior to insta laticn of any paving, a materials report shall be submittect to the City Engineer. Listing all tests or determinations and sand equivalent of Ht co lets to verify ,sieve analysis�• ®� aggregate base. VOCUMTV MAP V ' 5 4AT TO SCALE 1. Paving -shall be performedaccordance • t -Valueav nt tests taken to determine structural sections (prior to final plan approval) A, ReMOVE P,A, 4, RF-PLACV- WIC� 6 PE�� 2al-3- 3 LU l r of 023 �, 412 Iry 2004 ta F�f �AW7F _ AUT► fZRF � C,gs. lop Tib improvements areto b placed on natio soil which consists of a �' g R 11. When LU � rocky material, the sub -grade shall be prepared by removing all rocks m/6 NIL G ` O'S t, w QQ -74 � 1 is protrude above h sub -grade and all voids or depressions shall Ilia SID o1s GaT S R� N Y �% be .fills with a fine rad m tenial of a quality better than natives t��1,? ¢arm , .� tN 2�1�4, 0 -t - which il � ® �'f�c 20 a � ar�-7 � 2 w 2oa -- � material. • flo Lu i"° t Ln 1• L th asph It concr t is to b placed o su -grin rade, a soils stelat•-'CAN_Q r registered y b the° for use under A.C. a P.C.C. shall e u ifor ly t t`T-�. T' ,applied at the manufacturer's recommended rate for the full pavement` width prior to paving. •" • 13. Estimate of quantities is provided by the Engineer only for the con venience of the developer, the contractor shall make his own deter 27 28 29 30MRIW VA !E ination of constructionquantities before submitting a bid. Any3G B5 34 3J item of work required y these plans which is not specifically listed 37 in the estimat of quantities shall considered as included in the W ISTEX10FROYEA4ENT• t • other items of work 19 ® n a canard Numbers 1 a 40 14. Street signs per City o Rancho Cu m g all b constructed c intersectio . T AS EXISTING DEER CREEKZo4 'y d t relieve t developer from responsibility 15. t approval of len does no fission discovered during construction. •. trot an o g ®.�... 8 for"the correction o .. • . , . Upon request the required la revisions shall be promptly submitted to 411- EXIST69L1 EXIST. CURB the.City Engineer for approval. ? .011 4) LLJ GUTTER 16. Work site and exteriorstreets shall be in.a neat, clean, hazard free,No. 09T213 r � ;5 a n. orderly state, throughout co tructio` e4 request of the inspector. l7• Contact all tTtility Companies as required, 4 hours rior to e c.ay.a.t�on® � �A � L/ E T �F K,�5 OF A I I 11 rev t to s ' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR' ince are he ioTowiW,rv4' /OProvided for your conven: F E,St�lo THE EXISTENCE AND LOCATION OF ANY UNDERGRO'UND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARC A. an Gabriel Valley Municipal Water District p H OF �m° . T f TO THE BEST OF OUR KNOWLEDGE r 1 24 Mr. Bob Stallings (213) 969-2718 ` AVAILABLE � �` Z W 10. NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE* for Base Line Road construction W 54825 �Ole.�, a t 77fl8 2 � 1 2 " `;.CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES'TO W 6U - Dir .k Ex.. 6 cxa B. General Telephone ( 0 2 �• P lel PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES, OR I STRUCTURES for under ground service meq, }SHOWN V�i OF, AND ANY DAMAGE TO THESE LINES OR- STRUCTURES* C. Southern. California Gas Company (714) 529-2889T mac' offi 2191 E. Birch Street (714) 529-7070 . ".." ,� t2G►-O�•Ti�ST��' LiG-+INTI► , Oh.t C? Cyh.t. �+, k'l14dK�" FDR REt�/SION !t t�iv�l� 9 Brea, C 921s1�v�t2��Irz enut�Ouu�F_.{2 cyr•1.1eD:, vaL.i►aG►A As/M.,IcirracaE �N. izt�+FST ?.AOR. Cucamonga County star District (714) 9 7`2591 RpD`�D DR/v� APPS®.qtX DSV t a� ,& PErr x? A' Zao2- VD4[�1 et �•`j� Do t tS,l 1 San.Bernardino Road �. ,2.D.w. 2uD3-Ot?43.d BY 1-i/L cDNs�,cTisra trvrt ttiCGlitrFhRs% Rancho Cucamonga, CA 9173 � .� `� tom°' ► It t i�.G"� kt til C_... t 9� i�,. t� �. O�- � c:� °� �.9-0o, :• tt.0 .: E. Metropolitan Water District (714) 593-7474 P.O. Box 54153L •�DE,SCRIPTIONof REVISION Los Angeles, C 5 t81=021 Mo 4 DATE APPROVE F. Pacific Telephone Co pany (714) 999-5639 CITY of RANCHO C'CAMONGA" GO A NOTICE • SLOPE VARIES, 6RADE SAM5 CONTRACTOR SHALL VERIFY ALL E r 1 E—S CONDITIONS` t o t HALL REPORT b fSMJ EQUE TRIM ESM AND S. S , r ` DIS- TRAI L8 NOT TO EXCEED 5: tj Oda t FTITLE" SHEET CI • �fe �GU�TR��U E CCmMENCEMENT .��FRICLTO TH _ 2 'Ill OF WORK. s ` a t ,IMPROVEMENT PLANS` �k / ING DEER K. M W r, iAPPROVED BY OATE 1-Z., -As RAI •C• •..SPECIAL NOT FROM PRIVATEENGINEER TO CONTRACTOR SLOPE VARIES, ORADE SAME CITY ENGINEER RCE No 2- Ai�ta j AAIC-qO c4&-4"0A1`_A TRAILS. NOT TO EXCEED 5: 1. r CONTRACTOR AGREE THAT HE SHALL ASSUMESOLE AND CO FLET SFONSIBIL T Xt ryf t RECOMMENDED ASSOCIATES, INC. FOR 0"O SITE CO ITIO S DU ING T E COU E O CONSTRUCTIO CSF T IS FRO ® � � �, t _.. t r CIVIL 0ECTINCLUDING SAFETY OF ALL PERSONS AN PROPERTY; THIS REQUIRE- SECTION LOW rr 1 I LAND PLANNERS MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING gy_.p�► 9�_-t..7__.._1�_. SID HOURS; AN THAT THE CONTRACTORSHALL DEFEND, INDEMNIFY HOLD 1 rSHEET l r W. � ANAm CALIFORNIA I go OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALT. LIABILITY', REAL ��` � �°���� " � ��• � ' � . � � T � � , BROKEN ,�.i��(J'�U ��i,�►.L} �lALI�T)�, ,P�.Z�I°�TC,TE F�.II�(�E ��,rJ'�'(�I�1 I�. P�eON 7 4 ®835 - 2�8 �....__ � OF ..� OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS , , o 1418 � �� PROJECT, EXCEPTING FOR LIABILITY' ARISING FROM THE SOLE NEGLIGENCE � • �� ��D - ---� �-�•� � ��� Chi C OF THE OWNER OR THE ENGINEER. BOULDER CANYON ROAD t is 1 11/111 ® 77 5► BERNARDINO NATI0KF __J Tm= SM 1 11 lraaraaar�� ROAD « - EE t w • AVENUE CHAFFEY COLLEGE d $0- J.N. 110-722 L mmmFg w _ ilm, Altttttlttt� ,1 9. ME mleis• -- - - -- - - - - _ ICOR : 1=40' - - - -4 - - 1-4 it it _14-94 0 0 0 - 8 Q - Q poll I VER: 0 SILVER SPUR COURT RIDGE CANYON ROAD t► SEE SHEET NO. Se__ SEE SHEET NO. 3 o - t5' ?' 18' 187l5t5' t2l8' t8l2' l5 25 25 a I 30' 30 W I I O n2 6 00 I I 43 0 5Z co 6 t 42 Lu J m w m _jm m I :z I '� ~ N 15' EQUESTRIAN 'F'r� • c9�1( Q � 8 1:' I I'N�'.• 5*1 w EASEMENT A d � c� A I I r MWSTRIAN EASEMENT ~ A o Q I A I_ 15' Four RI All/ t2. AN E SFME NT 58.00 L: 55.27 L=33.18, 9 170.00, ►Sl q 170.0010 12 �9 64.40' L= 101.03' �� •;. / - - L=69�, Ex,h-r c- oS, �� e.� c > @, ' (� to �% .GF 4' a °� a N C138� I O�W `�� I � - 1 cgs' 12 c'rs 5 $ � � � � 5 c�� 'p t�lO'22'Ol"E �° 5 d � �' � � '19 5 �� g G 2 �. F 2 - ,av fi 5 ev S A&" • I 2 04c, IN 69.00' L= 60.16' L=�o.24' 132.00' 180.00'_ 3 1-70.00' 14,40 L = I J / 9 L=9.00 9 f2 c) jv I I 15' [WESTRIAN EASEMENT I f,6 I 15' EQUESTRIANS 24 q Q IQ• 4' °P'i0 �t3 v I ty V 0 01 cam. ° I w h m • a I Iw U) d I 1 3 I "• > z u >~ I N 01 a y 0 g NI I� a O CiII co 24 I 23 a - � 0 16 ' I - > d 2z V 26 I 30' I 21 Q 12ELOGCTF3'vl4ET UG+NT% ON Yla�If.ICYL1. I t5' l2' 18' I`--- SCALE: 1% 40SEE SHEET NO. � RIDGE CANYON ROAD DESCRIPTION Of REVISION ATE 611`PIROVE� CITY of RANCHO CUCAMONGA PLAN AND PROFILE VALINDA AVENUE _ _ TRACT NO.1265-Owl 1O CONSTRUCT �_ A.C. 0"1/ER �_ aA.SE 2O CONST. 8- CURB & GUTTER PER CITY OF RANCHO CUCAT1011`t#A STD. VW8. 303 O3 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWO. 308 VALINDA A%M]% E O CONST. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. 305. (X=3'. W-16') O5 CONST. 8' CONCRETE CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG 301 APPROVED 8Yq E © CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMOVOA STD. DWG. 404 q Z3 8,i O7 ADJUST WATER VALVES TO GRADE G TY E NGWE E RCE. No 23889 • O REMOVE EXISTING BARRICADE ODESIGN MA LE AND ASSOCIATES, INC. RECOMMENDED 9 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTETiDED MAST INSTALL STREET LIGHTS ( 9500 LUMEN) WITH EXTENDED MAST J . L CONSULTING CIVIL ENGINEERS OGA 9/rT/bS lO CONST. PARKWAY CULVERT PER CITY OF RANCHO CUCAMONGA STD. OM. 507> PER DETAIR S ON 514T 7. AND LAND PLANNERS ® INSTALL STREET SIGN PER CITY OF RANCH CUCAMONGA STD. DWG. 401 DRAWN 1820 E. 16th Street SH11 T ® INSTALL TRAFFIC SIGN PER CITY OF RANCH CUCAMONGA STD. DWG. 402SANTA ANA, CALIFORNIA 97-701 Q 3AW CUT AND REMOVE EXISTING CURB AND GUTTER 5'L F"ONE 711.835.2548 -A-OFy HECKEO RCE No 14914 DRAWING NO. CITY TE 6-12-85 FILE No._ - 979 JA. 110-722 vT DATA ' e RADIUS LENGTH TANGENT A !0'00'00' 27.00' 42.41' 27.00' Q-- 2'57'47' 1018.00' 52.65' 26.33' C 2'57'47" 1000.00' 51.72' 25.86' aD -- 2'57'47' 982.00' 50.78' 25.40- 5.40'1.57'36' 1 *57*36' 1018.00' 34.82' 17.41' Fa --1 57:36: 1000.00: 34.21; 17.11: 0 1 57 36 982.00 33.59 16.80 H�--131:00: 618.00' 167.36' 84.19' I 15031 00 JQ--15.31'00' 600.00 582.00' 162.49 157.62' A 1.75 79.29' DESCRIPTION Of REVISION ATE 611`PIROVE� CITY of RANCHO CUCAMONGA PLAN AND PROFILE VALINDA AVENUE _ _ TRACT NO.1265-Owl 1O CONSTRUCT �_ A.C. 0"1/ER �_ aA.SE 2O CONST. 8- CURB & GUTTER PER CITY OF RANCHO CUCAT1011`t#A STD. VW8. 303 O3 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWO. 308 VALINDA A%M]% E O CONST. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. 305. (X=3'. W-16') O5 CONST. 8' CONCRETE CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG 301 APPROVED 8Yq E © CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMOVOA STD. DWG. 404 q Z3 8,i O7 ADJUST WATER VALVES TO GRADE G TY E NGWE E RCE. No 23889 • O REMOVE EXISTING BARRICADE ODESIGN MA LE AND ASSOCIATES, INC. RECOMMENDED 9 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTETiDED MAST INSTALL STREET LIGHTS ( 9500 LUMEN) WITH EXTENDED MAST J . L CONSULTING CIVIL ENGINEERS OGA 9/rT/bS lO CONST. PARKWAY CULVERT PER CITY OF RANCHO CUCAMONGA STD. OM. 507> PER DETAIR S ON 514T 7. AND LAND PLANNERS ® INSTALL STREET SIGN PER CITY OF RANCH CUCAMONGA STD. DWG. 401 DRAWN 1820 E. 16th Street SH11 T ® INSTALL TRAFFIC SIGN PER CITY OF RANCH CUCAMONGA STD. DWG. 402SANTA ANA, CALIFORNIA 97-701 Q 3AW CUT AND REMOVE EXISTING CURB AND GUTTER 5'L F"ONE 711.835.2548 -A-OFy HECKEO RCE No 14914 DRAWING NO. CITY TE 6-12-85 FILE No._ - 979 JA. 110-722 a��rr�r��rr '•���I.�I����������r�� I iii IuIFSI& LWAIFIMM SWlfim S RAmus l FNGTH ' / YAM WMA, 11571 :doll -1316 HE laMEMEN D* Z SCA LE: t�= VALINDA AVENUE SEE SHEET NO. 4 II kl6c�"e � r A J.nts FertFtrRt�lr ��e� I� ,1iDGE CANYON . ROAD ccxs7RuCnW E0719 01 CCWSTRUCT S' A.C. OVER BASE 02 CONST. 8' CURB & GUTTER PER CITY OF RANCHO cmAm 03 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMON30 40CONST. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMON ©U CONST. 8' CONCRETE CURB ONLY PER CITY Of RANCHO CUCAI 0CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMONOA S' 7 ADJUST WATER VALVES TO GRADE ® REMOVE EXISTING BARRICADE ©09 INSTALL STREET LIGHTS ( 5800 LUP") WITH EXTENDED M1 INSTALL STREET LIGHTS (9500 LUMEN) WITH EXTENDED MI ©1 1 CONST. PARKWAY CULVERT PER CITY OF RANCHO CUCAMOM INSTALL STREET SIGN PER CITY OF RANCH CUCAMOWA STD. INSTALL TRAFFIC SIGN PER CITY OF RANCH CUCAMONOA STD. SAW CUT AND REMOVE EXISTIN!S CURB ANe AIITTFR 0_ E I AILI M1601MA' f- R J.N. 110-722 I =Maw w IM OEM son ][� moll MMIMM III live UIEMEN Jill 1 MIR, I w 0 u P. awd ra Fibs MEESE REME ERNME moommmpu flog miiiv • ! -� Now=iE!■.sr.a�-.,...�---- • e , moll Nunn 011010164alk NONE saaw VNIENUM NEER FAMMEMMEN KA a Is aclaso - MEMO ME No real # SNOWSHOE • � .� �� �� �s -:_____ :1MESHMEME • ! ice .: i�ie .. -:...i�� e !: MONSOON ME , 2101010101 NEMESES Emmons � MMMMMMMMUZM :10101010101010MMEMEMONSCM SMEMMEMBIffiffe 1T i1 EI•�� jii�������E���������������������������������������������������������� .09OUR , s No • ,��r 1111 , ' •' ... ' `' l t J E�'1 1:� 1 { i�af l 1i4101D'i:�FA1i19# .1 MEMMEME MMEMMEMEMEM - t� � � � E i' i i�j 1 � .iFVdicz-zm j :.i ���������������������������������,�������������E�1♦s.ailler.��--- :rAMMEMEMEMEMEEZ ` ' �����i�:s►i•„�.��._ 1 �- - .' • f Z� • �s . s. sls:� ��! MMMMMMMMM monsoon �� sem- IMMEMMEMEMEMMEM MEMMEMEMEMEM row .2 NONE MMMMMMMq • ` 1 I. Lt 11 1 • • , • • ,1 • .1 1 O • © 1 ,1 1 .. , POPS ZZ O • • 1 • i • 1 1 O off 1 1 1 O 11 1 1 11 © O ►1 ♦' i 1 ' • 1 • i 1 1 e' 1 • h' 1 . • . O1 1 1 1 1 1 1 1 • ' ' 1 1 1 I�j t M • • 1 1 C 1 • j 1 1 1 i . 1 iiiiii r C 1 ♦- 1 1 C 1 • • • J.N. 110-722 P3 mom 1001I.NAMMOMMIMMON I GIs rK111112= ��Ihm souin�=00 27+01.24 1. *24 ANY r.EMaVAL_ SHALL BE. SUSSED -T HAVEN AVENUE � � �'O f�L/��(f�ll�lCj 1ZEMOVAI- P��MIT N � I r ,�DA p ® �1 h 4- ,� 1 , f NJm ►�18 1 0 di p r: r- it ► r r' RE"v"ATION 1817.921! 110001MINIIIIIIIIIIIIIIIIIIIIIIII1 ii k go i4 ELF -V. SHOWN IS ON PLAN SEE ANCHCR I ILP. ON t4 1412 it" 0 4 =0 1q, — (f)/ U / 0 CD1 MODIFIED INLET fie► �y tai fOUTLET !f 4- j V 1151 W �EQ E ST N!U AN 4 ��Dql •ii I r ;.t . Full Weld reld fa71 ? �If te (120.0 Tbar � Cd. 1 Ci . X1 PA 00 It ca ®. e® « « « „« EN • A. ��. lvirliz feel rel t 131, p�ter A ANCHOR DETAIL N.T.5. 20 .,� gas SHADY L4.W F- 14 � ��� `�~- -� 15" EQUESTRIAN � ~ � . _ ��� '� t � � ��?®�� VAU �4 [IA AN/ . MODIFIED 15 EASEMENT SIDEWALIX 'DRAIN UNDER,�, DETAILS Vc) co"A N , T . 5 �.� L\ ff/ / j �,� FDR !?E V. j ° �,pv f? A' � fZG-MSE. PW/�,• � ��.PI.AC�. wj � � �► PER DIS- �4 � -__-_ is UI CZ3 Aw R.ahllI. 1&�5. AZ?DFD DRIVE.9PPR0`-4eH oA/ 10r.3f# PER' D.XG.ZDOZ- Uj 1 N ®,d Rv,w, 2vv_y-0,043* ar .l,vL toA100Zr1Wd C/viZ LUi �, z nip �� K�� e A jt 4 rip 4( a IM W A RADIUS LENGTH TANGENT 90,500,10000 o 42.4 1 a " `00-00- . a o D 15631'loon 478.008 129.45" 65.121, E 15*3 1 0000 460.000 124.58" 62.67" 15*31 "00' 442.000 119.708 60.22' SHADY t A lo CATY of R"ANG"Huo"' C`W(ft�Amu U mn I P R`h 00w Is I L 11 w two PLIkN AND t 1 CONSTRUCT R y0 31mm 20 C OF RANCHO CUCAMONGA STD. DWO. 3W M 1 1 ► ACT 3 CONSTRUCT CROSS ►► r CONST. C&OU'prr @5 CONST. 80 CONCRETE CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWO 301 SHADY BARRICADE6 CONSTRUCT STD. DWO. 404 ADJUST WATER VALVES TO GRADE EMOVE EXISTING BARRICADE r" • "/' CULVERT(9) INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED MAST RCE. No 2388 INSTALL STREET LIGHTS (9500 LUMEN) WITH EXTENDED MAST — - ----- I CONST. PARKWAY PER CITY OF RANCHO "IDESIGN DOLE AND ASSOCIATES, INC. i� TRAFFICU2 INSTALL STREET SION PER CITY OF RANCH CUCAMONGA STD. DWO. 401 CONSULTING CIVIL ENGINEERS Q J3 INSTALL i • • ,, E.2 PLANNERS SAW CUT AND RE111OVE EXISTI NO CUR AND GUTTER SANTA ANA, CA PHONE YY,tom + • IITE o ,"'" a 1