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HomeMy WebLinkAbout2094 Cool.%_ I �1C1-gyp. GENERAL NOTES :I PUBLICTKEETSTORMDRAIN IMPROVEMENTPLANS �P -' �' `, G 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS O 7 CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE FOR RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER WILSON AVENUE ~ z METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THEPACIFIC CREST. COMMUNITIES ' z RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE - SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO J U THE CITY OF RANCHO CUCAMONGA. z w TRACT 16812 0 > 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH m >< w THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. STATE ROUTE � VAR® SUMMIT AVENUE 21 AND AY' CREEKR TUo NN I 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING BANYAN DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO i: i i � i€ ' w w a 1 f ; I -- 1 ;I i v VINTAGE CUCAMONGA EASEMENT OR RIGHT-OF-WAY. pp p } ~ '{. , jf / /' ," f.}! '� i €,-;� P �.,.. % 't ,2 lam`'.'• I I€ Y ' i f ApF a,, , Z v, < PP d �, , '..i { ¢,. , ,,t'* - ,u: rs / l .::�'.,�.�.� ...r... _ ,i �,\,�.A t y;,..� ',i j I Q a 3 I ` _.;,.z i r / .r t I . ;€z `.,::,.w.k-* t F'� k, . M.,& .s '� ._ , „F am i t,,., .,� {i i h ?� �. f �_, _ PROJEC 5. A . y t # _ >_-,, s _?i r, :� S a DRIVE LL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES � = ;, t ay°~ } , 11f 1 1 ,;.. ,,,,,y ,..:.... `',�,.-av:,; ,y.,_._...,., ..� :e .\...<Y�s t :,dt _z,: r .-r:"P".-�. 1111.,.. .r,:'•, .�.-_.;„,- _ ..�. ! 1''..,.' `111:1 ,j 'yf ,�,t ,_ , .' 1i� t1 I 3 SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF "� w, - - Pz. 1111�.,t� .. ...-..,y. .. ,::.,. `�" j `,:'.. ..-a ". ,.' 'i _. ._ " s t.1._ -- - ' 1 a- '�....,�"�.,/'x"f SITE )' 1111. '�, _„ „--„ z ..? ,r ...,� �::.C T :'.'.t,r_, f' ..«....r 1111_-_.-..(��r_..-.-...._ _._. i (,."tF_.",v: 1 �t{ij' } p,m a .a;A'..., Y. r,-1111,, ,>r ._......1. I.... _:��,rr L_' ,...� '.'" :.,,,m .. ,µ. ..,,r .y ! „l I'l i\' ,: 111__1 �.. ._ �-1111_.-._ _.:'�.'�•�_ _.. :� f:�€ 1111 11:11,;.�I w� SUB GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING 1,", � Y ;\� - " r `: �; , ._ ..^ : z_-u,�_ w..._, _".w_._....• __. .-, .� y q .! ,�' r,-,✓E ',tv ^^ I i � ......:.......a . .w,.. .:.,n, -,.a,. + 1 ..7 ._-�.. ,.. .t... ; E .�. .. .,w4� .;kY':. x�'P >- { C 11_11,-,q �,.. s i _ ,.,_ -._71! ..,.._t�. t.__......:.._ „t.,:..»,_ ''•_-,_ .._ '":a.! " w T 'w:�x STA )./l 1111. STAKES MAY BE REQUIRED BY CITY ENGINE A _._;: .tx , 111 1 -. ;_, ,:1 [ W t '_ _fir, >- ER S NEEDED AT WARPED OR VERTICAL CURVE - I x _ ;, ,1,; - r: i„ -� Y, 'N ,1 J:' ......+r ;,' ' ,pd I" , Y.._ -.,_1... „-1111. ''x:T _ �� '_Yi`... � ,..4.. ` �'l Z r j�.. AREAS. c t _ ._„ i r a „} 1 �, AVENUE _.,, ( )f 1 I = y : l C 3 39 . _ ' :_„ EEWAY STAT OU If F ;r' I ` ( I--- ii { # I - E R TE 210 FR 6 ./ t /_ s I, .' ,. tt ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR I/., _:-1 .; 4 x. ' / �: I I , I I ! i „ � I _ -' 1 ` z } wa ,•:��Q ' wa,a ) :: M I I I[ I i ,, 1 r, . ' 1,1 ,I 1 ° , ! `'`-L. ac�h T"- , ! _s ' N.t,.-: •t'. : _ ... , II ), ,}: (P'A ':N9.5, .�._.._ : P,+(7�.8T.5 r CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I .r I„>, t a ers, I({rr�._e.4 �s A7 I a ray 11:1,a7,>, / ,r p /.,' 4 P I Ina a5 j,, t o / �i5 �^: , �I ", 'r -" [ gp EI ti ., / ,:# , j { I k tt `___ .�A 1�__,��:�_,�,71___1 .__"" _ €t� h ___ ....:r" -- -._," ..,__1_111 1111.." .,„ _.., 1.111_. ,. `r "1 s -:z. - .. ...;K,_,,, I- },__., It �. ,._�; �x., ._ � �.`!>,. Y �"'�l:d t `� 1„.1... .`xd �.,.� L. 3 e .:'." E Y ? . , '1, 1111 ,., .__ - '�_. ., } 1 ='h:�3I.:..,jr., ! ;;, ,/' a ;'si 5.. t 1 ..._. _ " , '.,1111..-i 1:111111., " v ., ' ". ...;. �' �,' , �/I $ f �1f= �s ' r r* s x:4-, {gal 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING I �' ��` h r r v11 ,. i i I -'-"r ." __ • _.._.-.. y._. .._. r 11:11:%�._ `1 > 1 .bra -?` I I(..x .7. ...__ :0.:.-! ORIGINAL GROUND - I. _.m':: :. M _ __,. II` ' G NAL O UND AND ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO THE CITY / I ,� r =_,_- .._ --,.- - _ I,, k ;; , : r; - �__:M., 1.111},, ,s.,� . .. 4 T tl T,.�, ;I x 1 r z„ ;._.._. r r a. ` .,..--._, , :..:Y. " ....y :. .,.;._.. _,.- - 11_'11..:_:: 111_1„_.-... „_„ -;._;�:_, ,:-. 1_1_1__1 _r. -_�. . .I I ,.. ,�,. .�:'.. , .._.- OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL �_ . ��; ` iiJ -- - �,. .,, ;�� _ __ . ...i{€I -;a,zx ."1111 f ,x. , /"'� ,t t i , '•� r' _/.. ti' `�r.\ I 'w _. Ir t .. 1111.., "' BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ! `; .,-- `,_.__.. .Y_.._.._J ,; j: r , : ri ,- ,/ ;�' , f, , I I I Liii ; - I.. it I MATERIALS AND/OR SURFACING. [il,I I'„ 14 - ! I` , ,r I �,3 2� I A ` I 22 �(;��) 1 ss. s �i i `V , l .._ �� , , ,� SEE SHEET 3 I t' ;� �,I I3�� '�I ,IIrl-I - SEES 3 VICINITY MAP _ . __�---_- 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY €;1 ij // __, r t i �. f 71 t _._ l t 1 - ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, - - ( < P. 1 -- T--T _ �/� :i 1'� _ V NTS 1 OIL CONTENT AND GRADATION OF ASPHALT PAV y r 4 I r — .< 1 r 23 1 g 1} ?.,�` n :. PAVING. ;i 11�,� �v r ' r ,. f, J I t I �, 29 , I �; , ,,, f ` STREET CONSTRUCTION NOTES: I 1 r� . E ,fat; _ __ I I' I � ;... N0. DESCRIPTION QUANTITY UNIT 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO {,PA , ---J ,'i;1L, y �- ==z====z ' ' t", ; ; 4 a, " " _ - ,!T! \ - - -_ ' t �,I ' r I + , 1 CONSTRUCT 3 A.C. PAVEMENT OVER 4 A.B. PAVEMENT (THICKNESS TO BE VERIFIED BY SOILS ENGINEER AFTER R VALUE TESTING). 40,550 SF THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED „ � t.- --- - --.- ----- ll1,, + �--I ' I€I •I - - - CO LE ED TO VERIFY. SIEVE r TUFE �_t�lr: r , I I E' t I ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. III''' ` ��'� II`: - I I „ . I to I�; i� -.�� I 24 � �_�_� �-�, s 2 CONSTRUCT 6 CURB & GUTTER PER CITY STD. N0. 104. 2,150 LF __ EA DE E OPM NT ` !_ �, i 11 3 CONSTRUCT 8 CURB & GUTTER PER CITY STD. NO. 104. 4 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN J, OF j r - 1. I " N. .P. : �� ' ��� �-/- 2$ r ,i- " k � �), j m 4 CONSTRUCT 4 P.C.C. SIDEWALK (W=4) PER CITY STD. N0. 103. _ 10,952 SF TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). �-'-" - Y_- f 'g ':' r rf+r 6 L i I I I n ` 1-1 _, �, -- II x 3 EA 11 1-1 -1, . 5 CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. t ,fh .� 'i 25 I� f I { 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY F \_' i..�' 4 f t" I I li r' t� I, ;,t ,.. „ 1111.. Lt, 6 CONSTRUCT CROSS GUTTER PER CITY STD. N0. 106-A --� - --- 747 SF U L MATERIAL, THE SUB-GRADE SHALL 8E PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE , � €'' ' 18 �I -L -- --�--11'-- ;1 .. 3 " ' 7 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER 9 EA € ` _ . ;. %14 " i ' ' ? �`� t. ( ( 1 �F3� 8 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B 3 EA ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILED WITH A FINE , _. 426 r E GRADE MATERIAL OFA QUALITY BETTER THAN THE NATIVE MATERIAL. ``.._ I iii I I i t 27 I 1 ,- '* �''kI` , ?`1O/�;0._ , 9 INSTALL STOP SIGN (R1) PER CITY STD. N0. 401-8. _ 2 EA '. C`-, =ter_==� X, _,,.�ry - -- mal i I I ;fi F y, - �- ___ �' �' �" ,^ € 1 I- y ..,.� 1 O PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. DWG. N0. A24D. 2 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERIIANT ,' , °- _a- 1 '2 � �E���Y� �" -- _ t ' h__ 5 - ti" 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD• DWG. N0. 307 (CASE PER PLAN). _ 2 EA REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED "� ® ---_ ___ F t j r , " I I - I 1 CONSTRUCT A.C. BERM PER CITY STD. N0. 104. _ _ flR1V «b �- _� i, l AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO r _, 1 ` I _, - 212 LF 11 y i -..-,-_ _....._.__ ._.__ - .______-______--__-__._ - - 1 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT _ 236 LF PAVING. �.,. �;' I♦ ` ` - - - _ ix t_-:1- "Ill 14 REMOVE EXISTING 8" CURB AND GUTTER 118 LF t :r ,. rJ > % ' Vis,,' 9� - T} - - T r i 13, 1 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE % „ �`R ,' 1=-,, I '� - _ _ _ _ _ _____ _ ! � ; 15 CONSTRUCT DRIVE APPROCH PER CITY STD. 101 (W= PER PIAN). _ 5,590 SF PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE A�A a �x <; $ �. �' 41 ; �q/ I t 16 CONSTRUCT PARKWAY CULVERT PER CITY STD. DWG. N0. 107-B. 1 EA I .....§..-.._ .PY ,x 'rv.:.'"`xr^ =;' �' :.a r '�, ® s �� ® �. '�/_�'� , t't^<t'"1(a`i „�y4.>'I I - - " I , ", THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, w �" " ' a._.' - ' . ?�`.,�t 1_ 'r3 I ' STREET TREES SHALL BE INSTALLED PER NOTES AND LEGEND ON THIS SHEET SEE LEGEND OM UTATIONS, BASED ON THE �_ , ��_: 7 r : t r ,1I 1 DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. } �,� _11 `x I,_'1 ,, , 4 3 2 1 �; ,� Ar 6 5 THE ESTIMATE OF QUANTITIES IS PROVIDED 8Y THE E < _ t ► STORM DRAIN CONSTRUCTION NOTES: E NGINEER ONLY FOR THE CONVENIENCE > SEE SHE 2 " �.-s :rt �-.,. I CONSTRUCT 24 R.C.P. & BEDDING (D-LOAD PER PLAN) 21 LF OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE "3 ` 1.1 II. -� - RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM ;" I k, ,' 4 :, ( E I' 2 CONSTRUCT 18" R.C.P. & BEDDING (D-LOAD PER PLAN) - 44 LF w_ _w x € j OF WORK OR PORTION THEREOF REQUIRED Y :;.,. -- - I = CONSTRUCT MANHOLE N0.1 PER CITY OF RANCHO CUCAMONGA STD N0. 3181 EA EQU EDB THESE PLANS WHICH IS NOT SPECIFICALLY t *.„ _ _ ;_ 4. ;, _.__.! REVISION f0 , e-aT_ _ -- 11 I LIT IN : ., __x., ,:z ,. _. _ .. _ STORM , I 1111 1 F RANCHO CUCAMONA 35 LF SED THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER , w. : ;:�, -- r- , ; ,I. SRA CONSTRUCT CURB OPENING CATCH BASIN PER CITY 0 11.11,, ...i i',a` \\ 'rf 1 1�,r _..:. . \. S - .. ITEMS OF WORK. r �. / _1111 w ". >. <: ;: '," .._ _ , _._..'DWG N 1447}` D " " �- € , c . v ,,., <,,, :..: m :, Q„ t RAIN TO OCEAN ON TOP OF INLET 1111.,1 Ct: %�'.r islet r ,\ 1 ..�....,`, KN :,r :rt.a,, :,.:.✓,:..1 / .._r... ,� 4 1111. :, $ , F..r '1w"" v ..,Ft- :-_.K>. :1111 :::::., ;. T STD NO 300 STENCIL NO DUMPING D <,. _, 3,,...,af....:S....�. l,rh,.. /5.f. 1,xk tir.-)',_, 1111 1 �,1 _,._. a r... . 1111 <o \ti l4 .F.. r .v .j:.. A y..,<t {'�,..z,-_..K5 aC.. I rr... ` , °; ''. y'.....:;1111 e , .„,. s. A• Xpf .,.,.,a. ..?- ',..r 1'41 :�,- ,) _�,,,v).;,q'$ -t 3 .-.., .-,_ .� :.... _ "1111. ` �'�. ,,.x -__ .. IN ,.. .. ,$ ',_,,. :..,i :x. IS .-. >.r ,._. .,,�.,<_ t, .,1111,, s:, '-: ,fes _.P=t- _. _W7•.,.,, d ✓, � ,,,,,f„ n:,.r Vit. , /, , - OTE. j�,q....,7" �; b.^-r.. i4 '- r \.3,;`t.. :',•.-, 1. cc, t' 1111.. ��.. �. _1111. „t y z ✓i .t fr _. .. > ° .w w ._„:.. - ... _. STREET - ., , _:. . . . ...,, : .. - F PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE 14. E SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401 A 1- ,r_:ry 1 _", ,_, $ �,, -:, _,_;, .._ , QUANTITIES SHOWN HEREON ARE OR E :,.", 1 :1111 ;5-1 �....:. ..__ ;: AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. ( , ,,,, , ( USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. _ - -,1. _., _. _ . . - _. 1111, » _... _. _. ., _ ._ _ _ $µ1{ I'l 111: 1-11 .. _ _ , t 111 1111_......,.; ............... _.,1111 ..»11_11.., 1111.- - .,.......... '- ». 1111, ... .. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR " - } - - _.. _ -- r:- THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON --.- --.- -...__. a -.-. C,"` 1111_,_._ __-_. ._ _11_11__.. STREET TREES QUANTITIES: ._" ________ �. __ REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 1\1_ _. _ �;_- ". . 1::1.1.1. , M.,._.-_1_1 1 '1.. _ t „>`,_ _. ...._:•.STA E HIGHWAY 2 1=0�TH� FR C�WAY 4 N ":::, \.........::: .. .. _.;rt., .� w:_-~ - °+.5.:....1_111-.._ :_`.' ._1111;: ___.,_I.,.� .) '�..� .. � `.'.._'�� � � 1111 o ENGINEER FOR APPROVAL. 1111 `.: ',,. -__ . MIN. GROW PACING SIZE TY. N ; _I _._ , . _ �_ ____ , l` ., ____ SYMBOL STREET NAME BOTANICAL / COMMON NAME S QTY- ", __ -' _ °; C `r. --- _ : , � � -� SPACE 0 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY RODEO DRIVE PYRUS CALLERYAINA 3' 20' O.C. 15 GAL 34 0 Ah .0 STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY ENGINEER'S NOTICE TO CONTRACTOR: INDEX MAP: STABLE FALLS AVENUE TRISTANIOPSIS LAURINA/NCN 3' 20' O.C. 15 GAL 11 E INSPECTOR. C_+� - �. U SCALE: 1"=100' ® DEER VALLEY COURT/ELKRIDGE PLACE HYMENOSPORUM FLAVUM/SWEETSHADE 5' 20' O.C. 15 GAL 27 17• CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND °- A. CUCAMONGA VALLEY WATER DISTRICT TELEPHONE: (909) 987-2591 HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR R/W R/W i 10440 ASHFORD STREET, ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING 60' ar RANCHO CUCAMONGA, CA 91730-0638 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I GEOTECHNICAL ENGINEER OWNER / DEVELOPER . 0 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, 30' I 30' ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY N B. SOUTHERN CALIFORNIA EDISON TELEPHONE: (909) 352-6240 ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO 3' P.U.E. J 12' _ 18' ' 18' 12' 1 3' P.U.E. LEIGHTON & ASSOCIATES PACIFIC CREST COMMUNITIES 0 7951 REDWOOD AVENUE ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING I � � � s 10532 ACACIA STREET SUITE B-6 11080 ELM AVENUE r FONTANA, CA 92336 FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR up 4' 7.5' 7.5' - 4' 0.5 RANCHO CIA ST CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA 91730 1 INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED I I TEL: (909) 484-2205 FAX: (909) 484-2170 TEL: (909) 945-7800 FAX: (909) 945-7807 C. SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE: (800) 427-2200 RES. OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED To TAKE DUE PRECAUTIONARY I ' TELEPHONE: (800) 427-2000 COMM. 2 CONTACT: JASON HERTZBERG CONTACT: ROB MOFIELD 216 N. EUCLID AVENUE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT -� � THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF 1 PROJECT NO. 021620-001 o ONTARIO, CA 91762 WHERE OCCURS 2A% 1 2.0% ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 2N 1 1.7% 1.777,_ �`. 2•� WHERE OCCURS o D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR S`\ ` \°� ,, ;� `��`�%/'�` / ./;� /`v�\v\\ �.`�/ `, \X<,<\e.\�/\�,, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST ;/ / //,/ ,/i.%' /,r,T �� T/ '® ,� /• 585-A NORTH MOUNTAIN AVENUE ` / �''\%i- �O /*a//`//'"`�'" / >`. -, \' o BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4 PROP. SIDEWALK LID UPLAND, CA 91786 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-CEMENT WATER 2 PROP. 6" 2 PROP. 6" \�\ PROP. SIDEWALK 4 0 PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED CURB TTE & UTTER E. METROPOLITAN WATER DISTRICT TELEPHONE: (909) 593-7474 WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION _ X1 700 N. MORENO AVENUE CONSTRUCTION,JURISDICTIONALOF THE CONNECT CONNECTION REMOVAL OF ASCY. THE BESTOS TOS PRODUCTS ANDR SHALL ASSUME SHALLRESPONSIBILITY FOLLOW ALL TYPICAL SECTION: RODEO DRIVE, DEER VALLEY COURT, ELKRIDGE P LAC E 'n LA VERNE, CA 91750 AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. a- 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND T.L=5.0 NTS DESCRIPTION OF REVISION DATE clrr Q EXISTING SURVEY M O N U M E N T'AT I O N CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE 'iLu APPROVED ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN R�W I R/W CITY O F RANCHO C U CAM O N GA N I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH �c,F0 LANA SU,� 60' CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED � ��L. USF�l F� `I PUBLIC STREET & STORM DRAIN � AS FOLLOWS: �Q` o r O > y 30' 7.. 30' U C S EXP. 12/31 7 IMPROVEMENT PLANS o NONE � 0 3' P.U.E. '� 12' ,. 18' � 18' 12' ' `!q (S 534 �� 0.x,1 4' 7.5' 7.5' 4' 0.5' FOR fF Foy , I r4- PACIFIC CREST COMMUNITIES 1 �*_ o G °F cAv ' � 36' ' TRACT NO. 16812 z DATED � CONSTRUCTION NOTES FOR STREET TREES: PROPOSED 5 JERRY L. USEL LS 5347 - 2, IMPROVEMENTS EXISTING IMPROVEMENTS I OW 2006-00398 N 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. WHERE - i I I �,�/ 2.0% _ 1 / r7_ -- --------y �� 2.0� Approved By � I��o / <%(. 60(29 � DATE BENCH MARK: DIG ALERT occults Z �, A CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS REPORT SHALL \ !�`�' `°� ,�__ ----- --------------- ---------------------------- =--T -- Nx,\��/``: �� �,� `` � �}r � CITY ENGINEER �j - RCE N 2 953 r - /T 1 Q /I �, �, �///!///��/t4 T_`--_--T--r----- ��c�-/ / / 7 f r r r l//�/i�� N, 11 4� �' DESIGNED BY: n� RECOMMEN FD: 2 BRASS DISC LOCATED AT THE INTERSECTION OF - o BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES //� ` �' ��//�, - �- ' / ��/�j��.-� / _bj�/ 1 Date: Nov. 20, 2006 w BASELINE & SWANSON PLACE N.W. CORNER, 5'f DIAL TOLL FREE Q MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. *� � / � i. d `�/ j;\jlo` �°\`\� ° `�\`%\\\''° `* •'�`\°`°•\�VKIII\\`/\`°�/, \'� \ ``ti a �! r = q �1, � �. JJ OF THE BCR. REC. ELEVATION = 1300.69 PROP. SIDEWALK 1-800-227-2600 5 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4 L T „ ,� F U SC®E a Li 51 v " 'jf JI ,, DRAWN BY: I'',,, SHEET 0 BASISQrf OF BEARING: AT LEAST TWO DAYS IIU /A 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. TYPICAL SECTION: STABLE FALLS AVENUE t °=� £'�` c6 N BEFORE YOU DIG h` z Cr 10390 Commerce Center Drive,Suite 200 CENTERLINE OF STABLE FALLS AVENUE PER �; ��;; ,,:�� '3' r ' 111 - T.I.=5.0 NTS l ,�' CHECKED BY: DRAWING NO. U TRACT NO. 13812, M.B. 239/86-93, BEING UNDERGROUND SERVICE ALERT f:.f,��" Rancho Cucamonga,California 91730 N00'02'O1 W ;. tell 909.581.0676 7 fax 909.581.0696 OF SOUTHERN CALIFORNIA SE2094 www.fuxoe.com PROJECT EE N F I { u \ ON CURVE 50' VC I N G H O � v�\ P1=1474.6p L=41.62' _ # { O U U ON CURVE I i f � ! G U \ ~ U ' f 1 FUTURE 6" CURB m 0f \ �n w 00 U 4 , _ ___- -1480 t°-__.__. __. �__----------- U_-._______ ____ ._---. -_- __ PORTION 100 VC 1480 " m _ +- - __ _ _------__ ___-_142_a� -!- ! - � U o Pt STA= 12+20 0 18' SOUTH I L=100.18' ON CVE L=42.41 I ON CURVE I I - I U 0 ~o �w - Of CL / ON CURVE Q Q Q ON CURVE PI= 1467.13 I I I 2.20q I L0 -q- -in colU / \ w 4 i i 4 4 4 4 I ` U a m v,00 o 4 4 4 4 i w 5.009, d �� o rn m U w Um UU PROP. TO OF o� in _ o ao - -o 04 / n~ \ O►- �►- Fv I Fv E-O i>i- W _ �n w Fes- 1- _i. ^ 1470- CURB 0 8' "t o - - _ / � � \ o "� o U c� co cD r N z� I V) I +cD r\ o� � t� "? oo� qr) EX. GROUND i- m� U U v °°`` o x� -11470 f D N d +C0 + d O cp 00 M \ p r-It cD ^ t\ • �j O cD O U 4 I I I a0 N +to c0 O c0 to t0�cOu') o F F- I F a0 J w NORTH 0 CL l Nd �`r +� \ , cD �'nto , � +(5+ cDCD `n L �� 0 18' SOUTH �N o~ �, rmc`tDw zv i _ _ � I �- 0 "0) o + t TAN--4.32% r?- - +(0 o o �� (0 c0 cD 10 o �t o o \ L=41.73' - -0.551 co -0.5590 - - - - .- .- .- +co r + cD OF CL ori d o: 00 N cV ,�;Q_d o= ON CURVE L=57.51' - - �`�'. _ i - r� - - `, + 0- CID T cn.. . FUTURE FINISHED \ 11+90.35 BC ON CURVE 12+44.61 EC i - ,� - d I SURFACE \ z L=51. 0' -7 1468.74 TC I 1468.17 TC -0.5 1.0090 - - \ ov(0 U PROP. FLOWLINE - ; I 00 �, TANG NT 15+23'85 G8 ¢ 1.009' ! \ Z00� Ll L=61.92 L=54.26 EXIST. GROUND 1464.99 FL II U GUTTER PROP. TOP OF � � J 3 � _..- -1480--._--..___ _________ ...._._. ___..._- ._.__.._ __-_-.- ..___ _... .___..- -"� _ I J w TAN=3 8090 I w_ ------- _ _ _". __._ _ V) __ ____----oN- uRv --_ __._I_____PN--CURVE__- __{yo-_ ______.___.________-___ c -- ----_ ---_ --_- _-_ _ - _ _ _ ___ _ -_ ---------------- -11480 _ Lil wo � � - �- ! � CURB 0 18 w 0) IDENTICAL - m \ _ °°� I Pi=1467.13 NORTH' OF CL N ON cj "'�N - o r o in 0 m cnU U PI STA=12+20 / o f c I c0 I cD I li Q ! Lj III POINTS '`� N q _ L,-w cn CO V) cn L=150.54 0 �� o cD w I 'sOOq � +rte - � ���ww w NLj- wN / ON CURVE U ow .- �m rnor` u�_ F w to Cow� �oNrl� + +,000 - �,to o L V) i, w 00 00 co / \ to i I p-Jo I +cD +cD�I tD N In tii - N(D 00 O tD 35.74' I 129.08' �r r- o 'z -o - - _ _ / .- \ w ,n o I wi 1470 N N + +w O to 0o r7 \ o`t rn °'Ui N ro o in `'- cn i o cn _1':470 I r-Nd Nd U- +UD +� \ cD O +c0 co 0 w c0 t0 O O 1 Cn IDENTICAL d co _ - d U�o oo o O !! n� + o� EXIST. GROUNq 0 0 I o0 \ -0.5590 � � ` - - - _ in +�o o;� CL oN i °°oow m ��, POINTS PROP. IN1% ED , --0.5 y - - - - ._ - � '.- - , r _ - l I +++ v mv) '- SURFACE0 CIL -� -1.0090 - - - - 0000v Q I- I i ; a0 _ I EX. GROUND PROP. FIN ISHEfS -LEXIS 2.001_.__.__.z t0 CO____.___.___ N N�. L=48.91 7.52 L=24.90 ` 0 18 SOUTH___ _-_ __.__ _._"___-___- _ ,. ___- __� ___-___ �_ ____ ____ __ ___ I SURFACE ® CL - __-_ ___.___.___.____--1480 w �r�r �.- �__ __. ______-_--__-._ -._- ON CURVE TA GETONC RVE �_. __Of` C1= _ _ .-_ FINI €0z.'�4+84 m -� - - PORTION 00' VC L=157.31' I SURFACE i I 1.51% _- - ON CURVE ! I ! ! U 50 VC - _ 1 �� C-4 U I=1467.64 w v Pi STA= 12+20 / \ -5,50. cD ao _ PI= 1467.13 I c� c� > '� °y o 00 r / \ U PROP. TOP OF - mm w m oo U N w -' �?N !- C0 0, N m"j- 0 O D - - - N - - / rid \ U AC BERM 18' '� r` o �,,� 0 rn a, EX. GROUND ►- U U 1470 1470- '3.Oq c, + 0 c6 \ 0 ; m f- �- r WEST OF CL - +c0 o0 \ cD +0 M : 0 18 SOUTH o o r7d r) d N O 00 w co l o•- rn� o�i�NN - - - - U) +c�D 0`� FUTURE 6" CURB -0.5590 - - PROP. TOP OF -0.5590 - - - - - i '.- � +(0 - - - r+ +moi+ E ' & GUTTER ! CURB 0 18 rn ! - -1.00 - - _000.- } i SOUTH OF CL aO T`aool I -1.33 2 0PROP. TOP OF OOqCURB 0 181'. ____-_ _ __._____. ___-___ __ __...._ __.______..____.___-._ .___ __-- -_..___._ .______._-_ -------_..__-___-- - _ EXIST: 8" CURB_-. ._-_-___ .__ __ ____ __._____. .._.____ .__________-- .______ ___. --- - ___.-._____ ___-_. a,w� & GUTTE__ __� -_____ ___ . - __ - - _ SOUTH Of CL r- _______-__� _ _Uo0Uv0�� tO4 � III I t PROFILE i y HORIZ 1"=40' I VERT 1"=8' c 10+00 11+00 12+00 13+00 14+00 PLAN 16+00 17+00 18+00 15 ' "_40' CONSTRUCTION NOTES: I R O CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT ti 13 (THICKNESS TO BE VERIFIED BY SOILS ENGINEER AFTER R-VALUE TESTING). ' I 4 ^ TRACT BOUNDARY 2 CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104. c," 15 EXISTING GROUND I � 0 P.O.C. t, i ELKRIDGE PLACE ,34• O� � O3 CONSTRUCT 8" CURB & GUTTER PER CITY STD. N0. 104. BEGIN COW ".__...- r�---.T- 1 �T EXISTING DRAINAGE _. ---- --"-`"" 1476 64 T.C. � �, � ® CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. N0. 103. �� \ �� X•\� PATTERN - o VARIES 40' OFFSfTE""__ _ w _ ���j�j/j����%��Fk/ST/ of 17.89' MIN. - 17.92' MAX. I O5 CONSTRUCT ACCESS RAMP PER CITY STD. N0. 102. GRADING EASEMENT CONSTRUCT CROSS GUTTER PER CITY STD. NO. 106-A 10+00.00 ELKRIDGE PLAC = ` +00 17.92 < - `��/\j j�F\ I 15' �o O7 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND _ _..._._ F�ITUBE SJRE.EL _ .� `aV I N89'59'42"W 17 _ 8 COORDINATED BY DEVELOPER \ _ FUTURE DEVELOPMENT - - TY \v7 7 I o P 7 o I• ® INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B X w I Z V-11 INSTALL STOP SIGN (R1) PER CITY STD. NO. 401-B. 2' a o IY 14 4.62 TC �/� > 10 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR 10+28.96 �, g EC �\\�j, I O PER CALTRANS STD. DWG. NO. A24D. BEGIN IMPROVEMENT \ 1 10+68.02 �/ /� 1476.68 FS jro , 7 �\ 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 307 (CASE PER PLAN). EL�\R I I GE PLACE ' t - 2 4 v'� ST. LT. 12 CONSTRUCT A.C. BERM PER CITY STD. NO. 104. N PROP. RET. WALL t ` l 1 / � PROP• 6 AC DIKE 13 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT v PER ROUGH A# ' 15 �,/ 14 REMOVE EXISTING 8" CURB AND GUTTER N GRADING PLANS 1472.01 TC O 0 BCR 15�^ J 15 CONSTRUCT DRIVE APPROCH PER CITY STD. 101 (W= PER PLAN). 0 111+22.59 ELKRIDGE PL. = o 111+22.59 RODEO DRIVE t 1 11+84.51 _N cv TYPICAL SECTION A-A O 15 16 CONSTRUCT PARKWAY CULVERT PER CITY STD. DWG. N0. 107-B. \��, BCR N do // NTS 17 STREET TREES SHALL BE INSTALLED PER NOTES AND LEGEND ON SHEET 1 Ic o. 11 BC.35v /j o ry 16 SEE SHEET 3 O ( o ``S ,� ^��. 7 DEER VALLEY COURT STABLE FALLS o $ - s, / �� SHEET 3P. , AVENUE SEE o BEOGW CON T. z � ' 469 ✓� V ry o�J 1 15 �I oa _ _ ...,! (�I r I i l J , I l \ I _ ..._ __._ _ __ _-._ ..__ .__ _1' ._ . 4 8 Eli �. M 8 N + O W T a CL STREET 'z "" ... "46T ' \ 4 "°' Q JO' 30 2 6 _ 7 ill ' x'; /� ( ` C Y 7 �� O J '��?8 �o o�'v 15 1 V 7 �'? `'I (D dr o 1 , I l (( �. / 1"~_ �.1 �..� I 0 o: I ori v_, t,, I `1 \ LIGHT \ F J v^�� ,0 t w l 8 12 z 7 l l II d °- x J rc rc �� ^ p �- l 4 J I 27�, �, w w �, 2. 8 � �I � � GRAPHIC SCALE 7 l o> I '' 1467 2 6 N v; o-� 1146 11 Q N 1") M z_..= ao N .w w v7 I R f CL PARKWAY ULVER 0 0 ►-M � �- 00 to } ( r; o N ao J Q =o I ....-. 40 0 20 40 80 16 2Q �_ C N v ! T z J v °__j I I + v N w +m p i ( EXISTING IMPROVEMENTS CURVE DATA w=3 8 4 " : �_��3fi \c�^ TYP. +m _3om + 17 i �') d t I l m N I� J II w N 3^J i �2 'IjOIN t J 14 6.01 0 + z w +- I PER DWG. N0. 14;T-7- , �j 8.8p 1 T 4 TYP. - cn � I T 1S . 8" C&G SHEETS 2 & 4 OF 20 NO. DELTA RADIUS LENGTH TANGENT 1 6.87' ( IN FEET ) �`L EC � - 46.00" �� ,1� , .Y_ '�� _ `1�'' L � � �.-.. ,�'' (',�. p N S-: •..:, W ,: 1 �- =..._ ��,. ._i� 1 ._... tl 64w T .,_..' ---`_ .. _. ___ " - 40 15-56'21 58.00 88.61 55.55 •, � 4 i C ! 1 inch - ft. �1S ` - 1 1 �`' o � - I'C 4 M � _ _._ _ _ . _-- _-_ ry � 1S i �463.4'4 FL,) �- _._� o © 94'04'50" 45.00' 41.72' 22.50' 15 �m �` S\ '` _ i V) 0 N + d ao �2, , N 1 14,c 5 5 14 \ - ,__.._.-__„_ w_______,_._ . . ._. _ U N ,.. 1 4� 1465. I C _ _ N © 78'50 01" 45.00' 61.91' 36.98' ( II cow p o> 1 ¢ UU 4 --- 7 14_6 15 0 1464.8 1465.0 r 3 I o J II ! + 9 ry N $ .. fT FLj5+00 15 464 9 16+0© 18+OQ r- 11}flQ 1 17hfl0 2 11 146 5 8+ �IBB5 RODEO DRIVE 15 ^ o J 4 \ FL TC N �' - -- $ - - 88'18'52" 27.00' 41.61' 26.21' � U J l N �• p•6 n„ '�~- _ -_.,__ Fk, _ � 0 TC , 0 K �_....�-.}�._ } mow. f. ��.-._ � 4- 94'01'97" -- „ I c,,� 13+68.73 _ "` 1465 52 RODEO RIVE 4 00 �.. 2 11 II � 7 �E 94'01 97 58.00 53.63 28.90 BC - - - - - - - - - - EX1-ST: -8"-,CURB O28.83' n no' o 1 8g _ t: �:_ _ Bc GUTTER _... WC ... = w 8 04 22 318.00 57.51 28.83 $ _ LL - -_ N c �_- 1 fS O 3 ' / __.._- .--- CITY G 18'04'22" 300.00' 54.25' 27.20' �_ PTI OF REVISION DATE _ APPROVED I I v ^ II 7 v L'60.36' - _ - I j / ---- DESCRIPTION ©>\ L=26. 9 33.53 60.03' 60.03' 65,00' 6.00' II w 0 24'08'70" 102.00' 24.90' 12.51' _ - - - - - - - - I I ! �' 15 "" "� °' 17 �0 w X00 00 I 'l' 3 CITY OF RANCHO CUCAMONGA O 26-07W 10" 382.00' 100.17' 50.37' o it nP o a, 0 0- 0 0 i N. �, 6 0 vi ° ,ri (6 o , I �� N+ 5 � 4 N+ 3 N+ 2 N+ 1 N0i , I► U o O 38'03'30" 400.00' 150.53' 76.16' U o o I r I Ii ; -_- _ _.__ _ _.__ STREET IMPROVEMENT PLAN o O 38'03'30" 418.00' 157.31 29.59' 15 15 � ,; w o > -j12 I v.- v z�, I ( l I I 0° o , ,� . W I'I �, �- - RODEO DRIVE/ELKRIDGE PLACE © 17'06'22" 27.00' 45.49 30.27 15 ow o 15 15 15 � Ud I ( . X O w N+ I J II I `c~n x� `� wACI _�_ FROM STA 10+00.00 TO STA 18+23.85 j - ,r w i r 0 0 16'00'00" 27.00' 42.41 27.00' l o� �� U3N I ' z a`i'q ° o 9 8 6 " p-+ J I ( O �.. t!1- O l 4 UN 90,00'00" 27.00' 42.41 27.00' N o� �, I z Noma.__.___..___..; TRACT NO. 16812 + +� I o + ++ �, o� ,5 , I'I ___._ . 0 � PACIFIC CREST COMMUNITIES Lj I E 3 I` EXIS NG STORM-, B,,IN I { ROW 2006-00398 I IMPR VEMENTS PERW .j BENCH MARK: l' II Q l I°I Q� CITY ENGINEER ii RCE NO. 24953 I :NO. 417D SHET 3 OF f Approved By /�� �/ 0 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051 DIGALERT aR -,� � C- 0 2" BRASS DISC LOCATED AT THE INTERSECTION OF o RODEO DRIVE 4/" c�� DESIGNED BY: ��q�l Date: Nov. 20, 2006 RECOMMENDED: Q BASELINE & SWANSON PLACE, N.W. CORNER, 5't DIAL TOLL FREES JC - OF THE BCR. REC. ELEVATION = 1300.69 1-800-227-2600 ,E ���� SHEET f,9 o �. �' L:� 1�� DRAWN BY: FUSCOE Z BASIS OF BEARING: AT LEAST TWO DAYS In CB ���'" 2 4 < BEFORE YOU DIG f e ■ s ■ e N o OF CENTERLINE OF STABLE FALLS AVENUE PER 10390 Commerce Center Drive,Suite 200 DRAWING NO. UNDERGROUND SERVICE ALERT CHECKED BY: TRACT NO. 13812 M.B. 239 86-93 BEING >�,. �5 Rancho Cucamonga,California 91730 N00'02'01"W OF SOUTHERN CALIFORNIA SE tel 909.581.0676 0 fax 909.581.0696 2094 www.fuscoe.com PROJECT SHEET NO. OF I I NCHp I ! I { I 57.52 j L=69.15: E V I TANGENT ON CURVE ; 44.06' 50' VC 26' LO PORTION 40' /C ,� m �U,o C_; ^ + h ,,, ` 0 j P1=1465 47 `\ °P U10 �, r An, c'-- _ I PI STA=10+41 ; \ + . m d ;�._�- \\ + ' s U 00 L=90,35 i ON CURVE IDENTIC�L + + 50' VC , o�r PI=147718; a POINTS . PI STA=12+7'5 1465 l� k7T _ _ ____,__._ __.__�__-__ ___._____ AN-4.os� s o o� 00.00 D i co oo� �� o� +� > F- LO to � PI=1465.71 ;' �\ ,� c6 +rte `fid I Q Q , w PI STA=10+41 r' \\ oo to +;� - --' �o �� \ +� Y�� ---- 2:00 w i o U U V r \\ dr y oo`no !ow0{�o�` (D ao� ooc° :/� 4g0% I o r7 ,o o -O o,� + ; f IDENTICAL O N Ld(to NOD N':N 00 c0 d ! a + +(0 N,n�L +o !,t -15.89' 57.52' i L=69.1 POINTS! O to ? f cp+` + co _ 5 I' N CURVE TANGENT ON CURVE _ 50' VC 23.15' 9 _1465 fiAN=�.50T � P1'=t X76 84 ON URVE �.___. � U -1.70 I I m'v N o U¢ r ��t\Q wh Ur-, ur. Ud pp dr t d j PORTION 40' �C r \ 'T tri U > PI=1465.71 ; - PI STA=10+ 1 , \, + -- �r \\ 1.00 W i d co ' 4.40% { L6o 1-0 + I d y /� I I 1465-- T -- _ _---_--__-�-_--�--_- ---------------------- -:�_-- _ _ __ _ ----- - -_-_------____----- - ----------- --- --- i AN-3.94 - , � � -_ -1465 -- - -- -- ----_--- -- - I r PROFILE t HORIZ 137=40, VERT 1 "=8' 10+00 11+00 12+00 13+00 PLAN 10+00 11+00 12+00 1"=40' RODEO DRIVE SEE SHEET 2 RODEO DRIVE SEE SHEET 2 .a LO as.- 27 28 I wrn29 t 13 13 13 l 13 ;O r { , 14 J w 14 � � 14 { � � 14 n l �� r 15 _ >y 4' i i- '3 0 € i I F o vii > w^ r3 r 15 Ja 15 15 � � 15 JQ , j I I r 15 { ►- i r w . / { 20 0 �-- 21 _ o� I �- 3 {-- z o� � oto � o o � V) �' i d U >Q fm! ao ;# i�r� [,, m u� x I C, � { J N 1 ( �� "J II U `°+ { 17 X� + 3 + wOz y zi W ! U U ,.._ I / O ( w Q 1 $ �.. ,w 1 t o m J 11 �? J r TYP. J.- t J TYP. 17 O' ! + ` n U I _ r l,1 I 90.00 _ "I t 14 5 77 +m - t' 1 I 0 - - ,,._. .k �, j C ? co NUN E' �'2 - - _ _._ .. Is ' -. 6 ( TC 1 U t-1 w t _ _ _ -- - - - - - - - - - -- - - - ---- --y - - - _ - _ - } _ + a _l ./ .:. _ o 4 17 - ca --- -- --------- ------------------------- I -W -,30 RCP ,. .. _.....__ .ar ........-. .. ...-_..._. ... .... -12+ - .- -` 11+00 DIST. 8" CURB & GtJ TER 12+00 S `/a�[E FALLS13+OOAVEIVUE ' 126.29 - - 10 00 9 +00 I A - - - - - - - 24.2 4 4 TC { { 00 t t u o M1 9 47 '"`j 4' 7,5`.. \ S `T o NN-- 10+00.00 STAB A A „ 1� EXISTING IMPROVEMENTS PER.-, v 1 5.10 " { i _ ! 00 EXIST. 8 CURB & GUTTER + _ DWG._NO 1417_$HEETS__2_ ---- - H .; T. H ! }._ 10+00.00 RODEO DRIV j.... . ... ........ _._._. ..n F-_ ty__-_._-_------------___-----__- - _ _ _ _ _ - ---k i 4 n � �.4�3x45 U 18+25.85 RODEO DRIV .> ._::tca f"� �� ��� �,�;. n CL INT, J 10 .{ s ) N-j D 1.46 _ 10+00.00 DEER VA + VALLEY COURT a OOT T .- { c >I1EER V o .. .. _ _. 14+09:$0 ,..( "~ 1 t 15+23.85 RODEO DRIVE )464.9 2 PO - / ►-_ T _ t 7 . 4 , ... ► J -. I CT �,\3 12 J Q� . 14 6 01 w PROP; C, 1474.49 ( ISA P . , r 'Y` ) �i 1 65. 6 2 ! } { _ _, r 14 C 1415.74 { -�- -'E- - ,,,I FS ` TC 1477:'17 , } ( �� cn { � Uj I v7 i � I 464 1 _ t . . " _ EXISTING IMPROVEMENTS + E ' I _"_._._. _ nj 58- _. _.. . t F 1�` t �� PER DWG. N0. 1417 B _ _ 1 - - - - - , - - _,, - - i 17 t SHEETS 2 & 4 OF 20 in a N 3' ( ', 65.00 .- wF- - I 5 , 4 67.80 41.65 _ 552, - TYP. I .r o � O i`- L - PUE I 465 J o J t r 4 . � 17 L=12.42' of F 30 ��LU 3 000• � t TYP. oo � L=12.1 r`; { o � �v 'tf m 00 O�U p C� U r m I 4 pl ,' r W p 0 N Z N t + N m p t'� N W N {' �` RODEO � # J { DRIVE STABLE FALLS AVENUE w o i N i }I 7 15 i 15 ' 26 25 24 15 ; ' 23 22 ; = v j )�- rev t� 15 � Lai Ln op Uj Uj RODEO DRIVE DEER VALLEY COURT DESCRIPTION OF REVISION DATE APPROVED Cn SEE SHEET 2 CITY z z 1 CONSTRUCT ONSTR TION NOTES: " w O 3A.C. PAVEMENT OVER 4 A.B. PAVEMENT CITY O F RANCHO C U CAM O N GA CONSTRUCT 6" CURB & GUTTER PER CITY STD. No. ,04. STREET IMPROVEMENT PLAN 0 O CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104. DEER VALLEY COURT i (THICKNESS TO BE VERIFIED BY SOILS ENGINEER AFTER R-VALUE TESTING). o ® CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103. FROM STA 10+00.00TO STA 13+09.80 O STABLE FALLS AVENUE �; CURVE DATA 5 CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 07 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND FROM STA 10+00.00 'TO STA 13+93.66 �- N0. DELTA RADIUS LENGTH TANGENT COORDINATED BY DEVELOPER o OA 17-16'22" 27.00' 45.49' 30.27' ® INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B - ,- TRACT NO, 16812 ROW 2006-00398 Approved By DATE: BENCH MARK: 9 INSTALL STOP SIGN (R1) PER CITY STD. NO. 401-8. � RCE N0. 24953 DIGALERT B 16'00'00" 27.00' 42.41' 27.00' O " " v � CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10051 pfE / CITY ENGINEER 0 2" BRASS DISC LOCATED AT THE INTERSECTION OF OC 40'00'68" 112.00' 44.05' 22.31' 10 PROVIDE PAVEMENT MARKING WORD STOP WITH STOP BAR Q BASELINE & SWANSON PLACE N.W. CORNER, 5't o PER CALTRANS STD. DWG. NO. A24D. GRAPHIC SCALE DESIGNED BY: ��rl�' Date: Nov. 20, 2006 RECOMMENDED: DIAL TOLL FREE OD 38'00'32" 318.00' 11.96' 5.98' 13 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT i 40 0 20 40 80 �� N JC ■ OF THE BCR. REC. ELEVATION = 1300.69 1800-227-2600 14 REMOVE EXISTING 8" CURB AND GUTTER w �^ DRAWN BY: FUSCOE SHEET OE 14'40 52 112.00 15.89 7.95 ac 7 31 1 BASIS OF BEARING: AT LEAST TWO DAYS 11 O 208'30'43" 38.00' 138.29' 149.80' 15 CONSTRUCT DRIVE APPROCH PER CITY STD. 101 (W= PER PLAN). Exht * Illru 3 4 Q BEFORE YOU DIG ' �,:: IN FEET �. Cg I N 0 1 N I I a I N 6 OF CENTERLINE OF STABLE FALLS AVENUE PER 17 STREET TREES SHALL BE INSTALLED PER NOTES AND LEGEND ON SHEET 1 ( y��, / 10390 Commerce Center Drive,Suite 200 CHECKED BY 1 inch = 40 ft. ,+' : Rancho Cucamonga,California 91730 DRAWING NO. N00'02'01"W OF SOUTHERN CALIFORNIA TRACT N0. 13812, M.B. 239/86-93, BEING UNDERGROUND SERVICE ALERT S E tel 909.581.0676 ° fax 909.581.0696 www2094 .fuscoo.com PROJECT SHEET No. Z5F