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969g_spp_sd. ­; K SPRINGBROO GENERAL NOTES PROJECT SITES.P. 330 ..STREET TORM DRA PICG sTREET 1 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TQ APPLY TO . . . . . . . . ... ND 5 IMPRO T VEMEN PLANS_ MA I N S REET _ 5A[ BERPtARt7 [ NO C� . . . R I VERB t fll -CO . THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION,FOR AN - ; _ CENTER TREE:'I' DED I CRIED "' 1 } 11 OACHMENT PERMIT FQR ALL WORK PERT DRMED WITHIN PUBL I G RIGHT-oI -TRAY , I SUBD I V , APN55- 7D-UDC Q�3 aD4 Ofl5 :1:'':`:--- -- - AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE ' ' ' !;', -� � sPRINs FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CDNSTRllCT I DN STtiRM DRAIN GENERAL NOTES _=- -:__ . $DY . APN �55- -oos , �a7 AND DOS-- ._ _� STREET 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTRDT_\ k _.. /- _.. __ _ _:� PIGEON PASS RD. A V T __ -- _ m _ I IE5 FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED,. _ - - I MPROVEMENTS SHOWN DN THE DRAWINGS � N CONFORMANCE WITH THE SPR NG STREETT_.T-" � - - -��� - - _. - - - -- � r --=--_=-�-�-----,-- ___-- -.�=.�-:_.,==_LL=--=� -=-==- >�A��YR � AVE, _ --- 1 . RE UIREM NT _ - _____ ------ -- - Q E S DF THE RIVERSIDE COUNTY FLDDD CONTROL AND ----------------------f=�----_------ , I� : ��E-ET--- - : ----- - -- ---- Avg.. --------- - - - f - .T ...... - _ - -- 2.THE CONTRACTOR SHALL BE RESPONSIBLE FDR THE CLEARING DF THE WORK AREA, AND WATER CONSERVATION DISTRICT'S MEMORANDUM OF UNDERSTANDING - - - -.: - ------ - ---- - -- ---- .....---- --- -- _.. _- _ --_- :.w ----:::: � - ..- .......- _ - RELOGATION COSTS DF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING of STANDARD SPECIFTCATIONSa DATED SEPTEMBER 1984, AND DESIGN -AR.I avE EXISTING OVERHEAD L I NE5 ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE COND I T I ON5 MANUAL STANDARD DRAWINGS DATED APR I L 2D04, r- _ mm - _ _ - - -.. W _ _ _ _ -- - - _--Iry -- _ _ - _ _ - >-� - _ - _ _ _ _ ; . ¢1'.- -i i ----� BDXSPRINGSPARK re DF APPROVAL . PERM I TTEE MUST I NF ORNI COUNTY OF CDNSTRUGT I DN SCHEDUI E AT LEAST 4$ 2 . THE CONTRACTOR I S REQUIRED i0 CONTACT ALI UTILITY AGENCIES --, i T1 1 1 j 14 : / �''" :: a- ' W �] r � i - -- - -� HOURS PRIOR TD BEGINNING DF CONSTRUCTION. PHONE. {951) 955-fi$85 ; 10 j ,,I , %_ REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR 6 8 I 9 15 /,";, . ;f'� CI• ¢ I ATCH BAS€N 4 �.-_--_1 - I I - SHEET 3 ,,,r �, Q1� .4 �---------------� 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD ND. THE VARIOUS UTILITIES SHOWN ON THE PLAN. " ,;„�}" E f 1 f ' 816. 3.. CDNSTR � UCT T ON I NSP T , :- EC T DN SHALL BE PERFORMED BY R I VERS T DE, ._ -- - - ----�-.,T_ '' = . T.. ::--fl2.3 CFS IIICI+IITY MAP . GDUNTY FLOOD CONTROL. CONTACT DALE ANDERSON AT i, - -� -- ..... _ c_rr -. ' - I _.... 13 _---------_.-...---_ 15- --------- ......---.-�� `J .-....--_�-- SYVT F .�Lri� 4 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRRNSPORTAT I DN 951-275---1288 . THE DISTRICT MUST BE NOTIFIED 20 DAYS PRIOR __.� �= .._� - --_- _ -- - ---__-_-----_--_- r_........ -_ _- --_ .... ---::: � . f ' --- - �- ._.._-. -_ .....-_. ----- ..... _ - _ THCNu�AS BR05 . >AAP BOE33C , PAGE fi46 , 8R I b E 7 , 2QD i Eb I T I GN . DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS , LATEST EDITION , COUNTY TO CONSTRUCT I DN . , I t _ -_ _� ---- -- ----- --i..- -- 0-. - - � - -- ---:- _::-- -- _, :j -- - ....: -q �(01 �"- „i , SECT T �E 3 , TGWNSH iP 2 SflUfH , RANGE 4 WEST , 5B ! ,,_ . ATCH BASIN #5 ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION f - /' BREEZE BLn4M5 DR ( PR I VATE / ;;;,. .." , ., =4. CFS UNLESS OTHERWISE NOTED . ` 4 1 ! ' 21 �0 1 18 17 18 i �nQ ; `,!�: : ' 7 1 ' _ 5. I T SHALL BE THE RESPONS I B I L T TY OF THE DEVELOPER TO NDT I FY THE ENGINEER TO INSTALL 1 / ;; 1 ( 1(j= 3.1 CFS STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY QRDINANACE NO. 461 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE Er, , �, [TRACTS AND PARCELS MAPS ONLY } . CENTERL. T NE T NTERSECT I ON STATION . f ji :: I Al' - '' I, r," - - NOTICE TO CONTRACTOR "11 . 6 THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT � ` # `• j23TRm3090!9m1_,__. ,qj"O'-�,"111.1 , !;; : ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TD PAVING THE € `'; ;/ ?;;' r �. 1 i� THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 6.{1 $DD 227 2600} TWD FULL WORKING DAYS (4$ HOURS MINIMUM} :: 1 - _ 27 �$ 2g 3011 STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, IN ADVANCE OF ANY C�NSTRUCTIDN ACTIVITIES, AND OBTAIN AN ;� 24 25 1 ?'',,+,'=r,' - ` APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY GAS, STORM DRAINS. IDENTIFTGATIDN NUMBER PRIOR TD PERMIT ISSUANCE, INCLUDING ;` !`.` i ►�'r;+ +; THE OWNER OR IT5 REPRE TA 2 0, 4 SEN TTVE. THE GDNTRACTDR SHALL DETERMINE 0 , r, PAVEMENT REMOVAL, EXCAVATION AND A.C. OVERLAY, WHICH `�= i 1 -� '! �_�- - - - -- C3.:.,!,y - THE EXACT LOCATION QF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, ;!a 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED COULD AFFECT ANY UNDERGROUND UTILITY. l' CATCH BASIN 3:�--- r�;�•1"+------ AND AGREES TO 8E FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH TRACT BQlIh1DARY; 1 � _r .... ----------- ti, Q 10 = : _ (A -_ - _ - ►'�' ❑' _.. ------ r NTRACTDR' S FAILURE TO EXACTLY LOCATE MIGHT BE OCCASIONED BY THE CD ACCORDING TD GDUNTY STANDARD ND. 2D6 AND/DR NO. 207, AS DIRECTED TN THE FIELD. 7. ALL ELEVATIONS ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ti , -- _ I= -_i' I AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ON U.S_C. & G.S. DATUM.36 ; t1 ., I1� Q10=5.9 CFS � . - jj/Z.4 "=_ _ _ ', 1 '1 5 r �. 8. IT SHALL BE THE RESPONSIBILITY QF THE CONTRACTOR OR DEVELOPER TD INSTALL AND 8. ALL CRASS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. i �C� v �- Cam;11 MAINTAIN ALL C�NSTRUCTIDN, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT 1 ' _ r C'� -,:' (� I N E -�� `''`� CAS - 1 ,--- _%fife,/' I T I S THE CONTRACTORS RESPDNS I B I L I TY TD CONTACT UNDERGROUND SERVICE 9 . ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE � � , � � __.- 7 -'. jr j �,� 3� .�, � ;,'. � � - 1`` I0-_ '- _- 33 0 r ; � E. ALERT PHONE: 1-800-227-260D 48 HOURS I N ADVANCE OF ANY LIMITS AND ITS SURROUNDINGS TD PROVIDE SAFE PASSAGE FQR THE TRAVELING PUBLIC AND -- F� o _ .-.'" r;^ ( } APPROXIMATE UNLESS OTHERWISE NOTED. ALL UTILITIES ARE TD '`r __- I 34 31 _ .. � �� EXCAVATION FOR THE MARK -OUT DF THE LOCATION DF LITILTTIES AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. � -_ __- = Vp,� � 5 / - /, o ti,� NDTIFTCATIDN OF COMMENCEMENT OF WORK. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PR I OR TO. 1 Q . OPENINGS RESULT T NG FRAM THE CUTT T NG OR PART T AL REMOVAL OF �,k ,` -„ I - - - - -I ' CATCH BASIN - a ;ri,l. '; `0 , ; r1 r/ ABTA I N I NG AN ENCROACHMENT PERMIT . - -- , }, _"- - _ r' �', ;;;; �� , 7 EXISTING CULVERTS, PIPES ❑R SIMILAR STRUCTURES TD BE , i ;\ 1 ; -�:' " t^ CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING ABANDONED SHALL BE SEALED WT TH 8 INCHES OF CLASS »B" ', ASt%1 ''''` .Q 10-.1 CF5 3$ �: ',',', is ;1 UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TD 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE !`, -p 1 ,� ;;1' I ;8 1, GDUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. CONCRETE. 30908=F ...I i' CPS �_� 8 C�S� � 37 '� .ji'' 7 PERMIT REVISIONS TD PLANS IF REVISIONS ARE NECESSARY. NOTIFY �;-; 11 . P T PE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO - �� ' C�� 7 p� , V 1 r! + ' �. THE ENGINEER OF 1HORK I F ANY D I SCREPANC T E5 I N UTILITY LINE USE STANDARD NO. 4O1 IF EXPANSIVE SOILS ARE ENCOUNTERED. , +r 0�1 11 $ 1 I., ;r JUNCTION STRUCTURE NO. 4 {JS 229} UNLESS OTHERWISE NOTED. _:o: ��[Q :t �1 �I�� 5 LOCATIONS ARE FOUND. 1 D 12 , BEDDING PIPE SHALL CONFORM TO RCFC & WCD STD . M815 , EXCEPT , �;'• G C,� N ` ASPHALTIC EMULSION {FOG SEAL} SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS . , -; °> 1'N i U] _1 .,�, � '' 4fi ' !� LSD %� LDCATIDN AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE FOLLOWING PLACEMENT DF THE ASPHALT SURFACING. FDG SEAL AND PAINT BINDER SHALL BE FOR COVER C 2 FEET. FOR COVER C 2 FEET, CONCRETE SLURRY DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION { 20D0 PSI - 2 SACK } SHALL BE USED . THE ENTIRE TRENCH � �6 ;,'/ * �4_ ;' 1r ° - APPL I ED AT A RATE OF 0.05 AND O . D3 GALLON PER SQUARE YARD RESPECTIVELY . , `�';� V�" �1�' 1 i If: 4 / v _ . Z / CIF NEW WORK . SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES -; N a , - e� 7, '' I- G Q3 r . ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37 , 39 AND 94 OF THE STATE STANDARD !,� - _ - ''� I ; r �. ![j�� __- SPEC I F ICAT IONS _ MAXIMUM ABOVE THE TOP OF THE PIPE . , ',• ,., L , 45 �]] �- ;� - _ -� „' mQ --_ 13. "V" IS THE DEPTH OF THE INLET AND CATCH BASINS MEASURED ' i': ' -�C� I�p CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PRDT�CT /<__7\ '; ' ' b 1s7+ Z o 11 Lt- THE UTILITY LINES SHOWN HEREON AND ANY OTHER EX T ST I NG LINES NOT 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499, FROM THE TDP OF CURB TD INVERT DF CONNECTOR PIPE. G� \'' ' 44 rA �' I; ►�' �. ./, =: , :', �`:: '� 0 �� a ? CATCH BASIN 13 OF RECORD OR NDT SHDYVN ON THESE PLANS . 1.} MAGNOLIA GRANDTFLORA SOUTHERN MAGNOLIA 14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FDR 1OO YEAR 1.� �?'"� `� 2 . } PLATANUS ACER I FOL I A - LONDON PLANE TREE .. ;``' ' ,'_ ,, :14 j V ' FREQUENCY FLOWS r UNLESS DTHERW I5E NOTED . ' � ) %'' 'i :1 43 0 G-A �'9T 1 `` ;;'; ,' � ! T Q 100=4.8 CFS ,; , o 3 . } WUERCUS AGM I FOL T A -COAST LIVE DAK 15 . THE CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL SAFETY �� : � # .` �,'r `' , . Q 1 fl=3.1 CFS LEGEND . 4 - } I-RAX I NUS VELUT I NR - RR T ZONA ASH CODES DURING THE PROGRESS OF WORK . Q._- _ _ = ' , ATCH BASIN 7 C�`j` , ,p .. ; / f ABBREVIATIONS - '' �'` 100= .7 CFS ��, �' q�i� : , ' STOP SIGN 16, THE DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, - r-, . :•!:, u ��1;. -f : FL -FLOW LINE 12 . STREET LIGHTS SHALL BE INSTALLED I N ACCORDANCE WITH THE APPROVED STREET LIGHTING = ', , 10= i.5 CFS • .,�3��� SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE 4 % 8;�y V,2STREET NAME SIGN EG -EXISTING GRADE PLAN. • ' `� S CATCH BASINS 1 SATISFACTION DF THE GDUNTY'S OR DISTRICT'S INSPEGTQR. THE i '/-�6-----_ w FS -FINISHED SURFACE -;;1 !` w ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS , WITH DUST I 1 `, -:,1 1 a ,,� f f Q 10a= 4.3 CFS z �; INSTALL 100 WATT HPS %' � � w r TD -TDP OF DIKE 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AND OTHER NUISANCE BEING GONTRDLLED AT RLL TIMES. THE ?. [ -y :` ! ! �' f F f Q1�_2.9 CAS z n Q N 9500 LUMEN STREET LIGHT PER AS R M I N I MUM FOR RDRD IMPROVEMENTS TO CENTERLINE , AND MAY BE REQUIRED TO '' :�f J - - -- � �, o TC -TOP of CURB DEVELOPER SHALT BE RESPONSIBLE FDR ANY CLEANUP ON ADJACENT - , ;� :" '' I� : _' ,r . �' / r •� :` Q' COUNTY QF R I VERS T DE STD . 1 [3DI7 RECONSTRUCT EXISTING PAVEMENT , INCLUDING BASE , AND MATCHING OVERLAY REQUIRED TO .. ' =i 'I - ; ' r ---- _ �� ��' �,--.-....------ V I F VERIFY I N FIELD MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASS I GNED T AF STREETS AFFECTED BY TH T S CONSTRUCTION . METHOD OF STREET -._ _ -='' '' ` - .\ ;' +'r ! '+ r�Tf`, - v m -- -- - R F I C INDEX . �r ! - _ _ _- _-, - \ `ti\ /, Ill , ;. - - � r� CLEANING SHALL B Y y- - - ;, ,?r - - -- TREE E B DRY SWEEPING OF ALL PAVE _=__--.........-1- -- ::: __:;:-::_::::::_:-:_;._::::__:: __; __::_- _ -- Y �,- -j.- K D AREAS . , -- ' ; 4 �� - - _ Q GB GRAD BRE _ _ \.,�i o -- TRACT BOUNDARY CF - CURBEFACEA i 7 . THE CONTRACTOR AGREES THAT HE SHALL R55UME SALE AND -GOLDEN HARVEST DR : --- - _-_-_ _ __ ` �'` ' I 6 14 ONLY N �.e - _ m LA DSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN r, -! 3 I ;I' �f o -�� DIRECTION OF - - ..-..- :_ ::::::::::_ ---- - --:- _::_;--- _:,--:-: T ; 1 \ �1. „ ' 1 GB OVERF LOW C&G CURB &GUTTER COMPLETE RESPONSIBILITY FOR THE JD8 SITE CONDITIONS DURING - �� TRACT BOUNDARY „ i, ,� CATCH BASIN o �, PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL -_--- - - I ,,,1,I F THE COURSE DF CONSTRUCTION dF THIS PROJECT , INCLUDING - - �j� , , _ � `= CATCH BASINS 110 S/W -SIDEWALK OTHER TYPES OF LANDSCAPING I N THESE AREAS , AND ALL LANDSCAPING ON ALL OTHER SAFETY OF ALL PERSONS AND PROPERTY . THAT THIS REC U I REMENT / j ' i - Q 100= 5.5 CFS < D SD -STORM DRR I N STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS �, Q1 Q= .$ CF„r,� CB -CATCH BASIN E 1, 00� SHALL CONFORM TO RIVERSIDE GDUNTY "STANDARDS RELATING TQ THE ADM I N I STRAT I DN OF SHALL APPLY CONT I NUDUSLY AND NDT BE LIMITED TD NORMAL SL jg� V . '�G 11- _ ` ` \ : 1', Q 10 = 3.7 CF� `-`' 0 0 0 EWQRK I NG HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , "� �. 0=.$ CFS-:m N LANDSCAPE ENCROACHMENTS" DRIED JUKE 199Q . I NDEMN T FY AND HOLD THE OWNER R . C . F . C . D . , COUNTY ROAD BDY . !I [n �,� �',. / / , %'\ C;= `>6 �' [Z �'00� R C F C �A C Ci STANDAF D DRA'NVt NGS Ln r ill . i 1 z W_, SHEET ND. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN DN THESE PLANS ARE FOR INFORMATION ONLY. DEPARTMENT, AND THE DEVELOPER'S ENGINEER HARMLESS FROM ANY 1` �� `. ��`: 1 �+ �;z�;, CB 11O CONCRETE DROP INLET 9 �� \. , , BY SIGNING THESE IMPROVEMENT PLANS, NQ REVIEW DR APPROVAL OF THOSE PRIVATE AND ALL LIABILITY, REAL DR ALLEGED, IN CONNECTION WITH THE - - - - I1 ;`'1'. ! \ I 'kL �; '� _------- - = w v � � a FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION PERFORMANCE OF WQRK DN THIS PROJECT. EXCEPTING FOR , ,'' � `, `x �'� . �- m m w Cn o S 227 JUNCTTD 5T U TURF ND. 2 - :1.11 ` `` v' MH 251 MANHOLENO.. R 1 C 76gr8$_ DEPARTMENT. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR ,yI , �` - o N THE DEVELOPER'S ENGINEER . '�` : % ' �• '' X, , " �� - µ - f Q Y E MH 253 MANHOLE ND . 2 7 18. a.CDNSTRUCTIDN PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL-= ,' %. -` �W�}- N - 1$. ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVES N.A.P.N . A . P . _:� �, %; �, _�, w.� Y ; MH 251 MANHOLE SHAFT SAFETY LEDGE 6 'i� d ' 1 o r o `� M $O3 CONCRETE COLLAR FOR PIPES 12" THROUGH 66" 6 & 9 w TO GRADE . F . , POLLUTANT DISCHARGE ELIMINATION SYSTEM {NPDES} PERMIT. OWNER/DEVELOPERS ARE �'. �,� s�, o o - � 19, ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NDT TRUES '.. 0908�F 1 ', i o Q o 0 o rn o REQUIRED TO F I LE A NOT I CE OF INTENT (NO I } WITH THE STATE WATER RESOURCES CONTROL --- == - - �I " j w ; r? �, T5 3D 1 TRANSITION STRUCTURE NO. 3 6 & 7 Fn LENGTHS OI PIPE AND ARE TH': 0� BOARD (SWRCB} AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP} AND } E BASIS OF THE ESTIMATES OF \ o > > v �',l' 1S" RCP SLAT L-1) '�: ,�: - - MON ITOR I NG PLAN FOR THE SITE . QUANT I T T ES . THE CONTRACTOR SHALL DETERMINE THE TRUE R. .TRANS. DISTRICT, STANDARD DRAWINGS b.PRIDR TD ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE QUANTITY QF PIPE REQUIRED FOR THIS PROJECT PRIOR TO PLACING I1il+ WA QUALITY '' '`> ''1' '' m 3 [� 1 QQ=O.8 CFS � iti 1 2 3 ND . 300 CURB T NLET CATCH BRS I N 6-8 THE ORDER . ®AS I N : �� / , �, NO I WITH VRL I D WD I D NUMBER . (WD I ❑ NO . 833G331219) y pr _ j . _. _ _ ---- --.- - r . .. 2D . ALL ELEVAT I oN5 SHOWN ARE TO THE T NVERT DF THE PIPE , UNLESS t F 30908 R . LAN ,, a?�,�,`'--. J , , `;';-_---.F_T_. �GWEER �c NO . 31 1 GUTTER DEPRESS T ON FOR CURB OPENING CATCH BASIN 6-8 0 _-� z. OTH RW IV - 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATTQN OF ADDITIONAL SIGNS AND E TSE NOTED.19 ^Y -11 , , ; ` .�_, 21 . Ai THE D I SCRET I DN OF THE ENGINEER, THE GDNTRACTDR MAY BE x, , _ -- - -- _ _ - - =-- -"T"`-3 1; RD o�' .P `yo . - x - CALTRANS STANDARDS `� MARKINGS NOT I NGLUDED T N THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, `, ��---- ------___ --� _ - , --- 1,. P �� o o ___-. REQU I RED TO VERIFY BY POTHOLING THE LOCATION OF - " y p 1GO , Q DR ON ROADWAYS ADJACENT TD THE PROJECT BOUNDARIES, UPON THE REQUEST DF THE , �, = - - __-, _--:- --- `\ I. /1 =� w > D90 HEADWALL & WINGWALL 9 ? POTENTIALLY AFFECTED UTILITIES. , ` _ TQ IMPROVE TRAFFIC SAFETY DN THE ROADS 22. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED - = i ti ' __ - - Z UNDER THE JURISDICTION DF THE DEVELOPER. - - - -- X APWA STANDARDS �� _-- - MATERIAL AT MANDATORY DISPOSAL SITE. MUST BE NOTIFIED ONE ` %� - ' _- - _= _� ,::::_- r - fl, �a - 1 I �,� ND . 1 TRASH RACK WEEK PR I DR TO CDNSTRUGT I ON . _ _--=ti =-- _ .............. 'L:. �SI032I �c ��P 18 EXISTING STORM DRAIN PIPES%CULVERTS (WHETHER TD BE CONNECTED TO, EXTENDED, 23. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL C' __ _ - �-• r', _ r- _. i _ -_. � _ , s_ f' �-- /.gam _ ':'r -- j is , Li Q7 -it i ' may; ---`�� - ----- - -------'• ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY} MUST BE REPAIRED, AND/OR . BE COMPACTED TO NOT LESS THAN 90 PERCENT RELATIVE ;;;/ _ ;l _ Q­-11 o CLEANED TQ MAKE THEM IUNCTIANAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPOR.TATIO.N. COMPACTION E}CCEPT WHERE SUCH MATERIAL IS PLACED UNDER r r`y" f F r - -lr.;cam `= SHEET INDEX �' `�l f� , - ' ' ,a it � N DEPARTMENT. EXISTING PAVED ROADWAYS, THE TDP THREE FEET, MEASURED FROM LLJ �' ' - k j 1. GENERAL NOTES, VICINITY MAP & INDEX MAP 7. STORM DRAIN LINE E STA 22+00.00 - 31+25.00 0o �¢d' a - / - THE FINISHED PAVING, SHALL BE COMPACTED TO 95 PERCENT `---- _ _`- t%2. DETAILS & TYPICAL SECTIONS LAT. "E-4,a STA 10+00.00 - 1031.47 �N RELATIVE COMPACTION. i :" - _ ;, :.-._ _ - _.._. - -- =� - 10+41 .00 - 11 +D8 . oz - i D+OO . 10t 11 . LLJ N 3 TAN R WAY STA A LAT "E 5' STA OD $4 _ - �� BREEZE BLOOMS DRIVE STA 1 D+OD . DO 16+9$ . 67 8 . STORM DRAIN N LINE "F " STA 1 O+OQ . QD - 15+48 . 1 ' 2 OWNER SOILS ENGINEER BASIS OF BEARING :;. E 4 _ LEMONSCENT DRIVE STA 2D OD . OD - 28+ 12.4$ LAT . "F 1 » STA 1 O+DO.00 - 10+23.03 D1GL.�RT - -- ' NOTE ... ALBUS- EEFE &ASSOCIATES THE BEARING FDR THIS SURVEY ARE BASED DN THE L -_I , _-- -----` _ LAT. "F-2" STA 1O+OD.OD - 10+15.09 5 . SUNBURST COURT STA 10�-oC� _ . fi4 � _ CURAGO COURT STA 1 D+oD . Oo 14+91 .73 9 . STORM DRAIN LINE � � 10+00 00 _ , 0 , 70 , 7 o gby��N. 1403 N. BATAVIA STREET LINE BETWEEN STATIONS "BILL" AND "NOCO» - „�. PROVIDE TEMPORARY TURNAROUND. DIAL TOLL FREE CF 1 T T� ���� STE . 115 { PDS I T I dN5 PER NAT I DNAL GEODETIC SURVEY NAD83 1 - _ 1211111�1, f'' » " -800-227-2600 ' INDE]C MAONTD INCLUDE A 32-FT 6. STORM DRAIN LINE E STA s18$.16 - 2z�oQ.9D CL � s"TE�EA92fl3� ORANGE, CA. 92867 EPOCH z[]D4.OBE I NG NORTH 50 ° 25' 28.01 " WESTMINIMUM PAVED TRAVELEa WIDTH AT . -1 �r A 1 ❑ . 0 i { 9.2DE AT LEAST Til�f[l DAYS (714).774-9760 PAGES 5O THROUGH 65 of RECORDS OF SURVEYS IN PLUS B�FT SHOULDERS. LA E-2 STA 1O DD.00 1Q 39.95 1 > - BEFORE YOU ©iG LAT. . ' E-3» STA 10+00.O0 - 10+3D _ 52 9 . DETAILS wi KB HOME 951-691-5300 THE OFFICE OF THE GDUNTY RECORDER OF RIVERSIDE 1oD 0 ton 2no 3D0 SEE TRACT 3v�a9-z(IPa�a0z3) - ; 36310 INLAND VALLEY DR GDUNTY, CALIFQRNIA,BEING N 52'25'2$.O1" WEST. STREET IMP. PLANS FQR LAT• "L-1" STA 10+00.OQ - 11+45.14 S1-S4 STRUCTURAL SHEETSA � I UNDERGROUND SERMCE ALERT OF SOUTHERN CALIFORNIA W I LDOMAR , CA 92595 � --------- !!siiiiii PAVEMENT SECTION DETAILS. 3A . BREEZEBLOOMS DR DWR DETAIL z o CMEARL@KBHOME.COM GRAPHIC SCAtE Q 0 4A . LEMONSCENT DR DWR DETAIL 3 NOT COUNTY MA NTAIN D ROADS , ; NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE sin` - "���' E I ENCHMAR C : �01-1-C8 TRACT 1►�. �-1 I P-2000 3 0 � WORD CONTAINED WITf"�IN THESE PLANS %PLANNING ■ DE:StGN ■ CONSTRUCTION HEET NO. C¢J, SHAiwL NOT COMMw.NCE UNTII AN e�ovss�oya TRANSPORTATION DEPARTMENT v assra N Vb�g ELEVATroN m g 3.�10' AS PUBL ISHEb BY RIVERSIi7E CC7UIvTY.�_V a ENCROACHMENT PERMIT AN❑ OR A �% D• F ! 4 �,�� NAVDsa ELEvATroN = s .goo' As CONVERTEb USING rrCs{NAT I[7NAL LJ # lJ I R1 1 � APPRMED BY �. TAI GEObET t C Si1RVEY j v�RTca!v PROGRAM . GRAB I NG PERM I THAS BEEN I SSl]EII . �� 4� D• f� 4osty cot�r��tY CENTER DRIVE » � n; THE PRIVATE ENGINEER SIGNING THESE PLANS I S V E 8/22/23 SEE SHEETS 3, 3A, 4, 4A BEC 9/5/23 '� a' TFi I S PLAN USES THE NAVf]88 ELEVA T I GNS . NGVD 29 I NCLUDEI3 I aR SCHEDULE A o No . 45702 y r TEIu1ECULA CAUFOF3NIA 9259E-4679 c� 0 ,� ,r REFERENCE) DEscR I GN: BRONZE ucss�Gs D I s AT THE NORTH END a S R E E T AND STORM DR A l N IMPROVEMENT P R O V E M E N T PLAN A N RESPDNS I BLE FQR ASSURING THE ACCURACY ANT) 3 VE 3/24/22 ADDED SHEETS 3A , 4A , S 1 , S2 , S2.1 , S3 , & S4 BEc 4/26/22 r� CON 5 U LT I CONSULTING ssi-s7s.saa2 FAX 951.S7S,72Qe9 ■ www.fiBF.can7 T# [E 6Y 5T HEADWALL GF A C[3NCRETE CULVERT LJNbER THE RA I L1HAY AND 1 J Exp. 12/31/10 � �.�.QI n No.60132 � a ACCEPTABILTY OF THE DESIGN HEREON. IN THE � � GVER THE ATSF R.R. F-AGM THE CENTER ST. CROSSING AT HiGHGROVE z 2 VE 7123121 REMOVED GEOFOAM BEC 8/18/21 Exp. 06/3o/10 %U_ EVENT OF DISCREPANCIES ARISING AFTER COMTY ALAN D. FRENCH DATE: 8ET'wEEN THE SCE F'LANI AND THE IQWA AVE. OFF RAMP GE THE RIVERSIDE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE VE 4 29/20 UPDATE TO CURRENT STANDARDS AND PRACTICES, IP200003 BEC 9/10/20 `/ Cj Y 1 ,�ti� �. ` ti� RREpARED HY: JOHN D. TANNER ��G FREEWAY. TITLE SHEET & GENERAL NOTES g Q ENGINEER SHALL BE RE5PL]NSABLE FOR DETERMINING ADDED SHEET 2A - ADA RAMP DETAILS l00 'r EQ� .',l ClYI T R.C-E. NO. s 1132 _ <4, SHEETS a_ or C li _x �� _ _ F,& �, a# C ALZF� ExP- D p-_ --- °FJ_f�- AN ACCEPTABLE SDLCiT I ON AND REV I EW I NCy THE PLANS MARK BY DATE APPR . DATE r� ® S C ALI Ff3R APPRf1VAL BY THE CCiAVTY. ENGI3VEER R E V I S I Q N S cpuNTY RECOMMENDED 9Y: DATE DATE, j � nn• „� FOR: W.0- COUNTY 969G 2 . H: -� - 1 =100 _ 1 v: �4' NSA FILE NO, R/W R/W P/L 72' 8' 28' 28' 8' 3: P.0.Q. 24 4 4 24 TOP OF CURB DAT TYPE '❑ CURB REFERENCED TO 0, 5' O.G. 2% 2% W/6„ CURB FACE�-` O.G. ••€.•-.I THIS LINE. 2: 1 MR�C 2.0% =;iw7 -� 2. % 2MAX (SEE DETAIL BELOW) [ LANDSCAPED MEDIANS -� JOINT UTILITIES /11/TYPE A-6 TYPE A�-6 TRENCH 6' SIDEWALK PROP. 0.33' A.C. W/SEALCOAT CURB & GUTT R CURB &GUTTER OVER 0.67' A.B. (CLASS 2) 6' SIDEWALK JOINT UTILITIES OR AS REQUI ED BY SOILS ENGR. TRENCH. 7' PROP. WTR. 5'� 8' 13'j;j:::7!,(TANGOR WAY ONLY) PROP. SWR. PROP. WTR. (CURACO COURT ONLY) PROP. S❑ (CURACO COURT ONLY) (CURACO COURT ONLY) PLANNING AREA NO. 2 ENTRANCES TANGOR WAY AND CURACO COURT TYPICAL SECTION 72' MINOR INTERIOR STREET(PRIVATvN lL MODIFIED (PER TTM 30909) STD. 103A, SECTION 'A' R—VALUE = 40 4' WIDE TI = 7.0 NOT TO SCALE 4" CONCRETE SIDEWALK •iR *SEE RIV. COUNTY STD 817 33' 32' 16' .C. PAVEMENT 2 O% 'TYPE C CURB & GUTTER PROP. 16' WARNING TAPE 3" RED DYED - CONCRETE PROP. 0.25' A.C. W/SEALCOAT OVER 0.50' A.B. (CLASS 2) OR AS REQUIRED BY SOILS ENGR. P/L 5 P.U.E. TOP OF CURB DATA 5 *REFERENCED TO THIS LINE. (SEE DETAIL BELOW) *6. 0' TYP 1r'I JOINT UTILITIES -- TRENCH SEE "JOINT 4' SIDEWALK 1 UTILITY TRENCH" TYPE C DETAIL BELOW CURB & GUTTER PROP. WTR** ** STEEL CASING PER SHEET 9 F \Vf S D** AT DWR PIPELINE CROSSING PLANNING AREA NO. 2 PRIVATE INTERIOR STREET BREEZE BLOOMS DRIVE, LEMONSCENT DRIVE, SUNBURST COURT & CURACO COURT TYPICAL SECTION 33' MINOR INTERIOR STREET (PRIVATE) MODIFIED (PER TTM 30909) STD. 106, SECTION 'B' R-VALUE = 40 o. TI = 5.5 WARNING TAPE NOT TO SCALE 12" 3 RED DYED CONCRETE 18" P/L P/L €ri 12" 12" COMdUNICATIONS 6" CASINGS 'I� DELTA 4" CASING Q 12" 4 3 3 �" 72 —_ �- SCR --- in a"� TO F1 2•GAsA2 m i 114 O�LT _ SCE 45" 8' 28' � 28 ' 8' A EXPANSION JOINTdO M (SEE STD. NO.205) 0 3I 22" CASING N p t. �� •: 3 3 It cn I to 1 �` r 3' WIDE 0 I':.G; A . C . PAVEMENT 0 . G . 4.0 TO TOP OF DWR PIPELINE �% 2 .0% 2% -!I --1 I 2: 1 MAX ��^ _ ___ 2 . ❑% 2: 1 MAX _ f.. Ir7-,'m! '- - - - -- I - : _ � _ -- �--�- = - - ^ • u_'' " IEI • I IT rirrir2 �� I I •[I - - - -- -'I k?iF- ,71- �- _ , 1-�1_1-•�I•s 1f- � El%� _'�_- ..' _' _ _ : �•` I� I -. i =lF� • . � _ - _; ..-1 - _-.[G, ICI'.= ! '_ ; - ; .:I -� r��= �=.-� �-_ 1-' -�, --1 - , ;III --Il l U-llr:l. - T - -�[ l�E-ll .[. ar-.�': -Ir-_ '= _ : •_:SL��, . I [-1.:-; •.1�.-III'•k-;1.�!4:-II-;[Ik,IIImIIG!L.r[i,-;f-;l€l�lf;;;€;:::Ill,nik�€:€,„4:�'il;-.[ iE„fl EI-1EI:- IL-:[.IE�IEt-,-II[„:I� Icl,-„I€ [iErr€I�;EI-1[F-[1 �El�l:l-1s .:I�[I-I€1-1€--I-'I��EI-�I'--I�--�I•�l€I--i iAICA1�L'AICI'1 �! N►!C �a��►�-r A 7 RESOURCES RIGHT OF WAY SHALL BE: ��.,,,• �. I •.•�- .' - • ,,,, �- �• ---.—� : .•.. IYI!"/ti: -�.., % � - .. . � nc-- nd=gi—nI- - �l'-:i�s�l.L-.-. !•k-i1`EI�.-.. -1 .-y --i•:-El'-1_.--. -itl --.- •lk_--'.i. i[- I,r l-i�I-. -. llll-.,l�__ Il k[--�-I-l-;.i, �: TYPE YI €F.-.P.E.I -lI-"€,I _.:D is..F;.J.•-. --I 15;•.-=C-U. R. Ife44BOTHERWISE SPECIFIED L_€-.=l.k. i€t-I •��... Itl-l-.'[ i_I �E�.�:l .:t1 -':. - I •em�`..I sI =.. . :L;->�= .�.2`-. -I I��.�1 -�!1I1�F-I.-. -I i:€lI!--I1 iE,--l..T II L€._-�. il 11':-.l -': L_J-_._�1_.L�==.f L-1 S-- L,.€,� `SI-,�--I..I:I.--f ;l�-Tk I,-.'.,I.€.•.�-: ilI_-.-.I€ ::_!I -__-. - Si I ' L2COMPaCTEDTO 95 PERCENTRELATIVE FLUSH: O.G. B FACA.C. PAVEMENT O.G ./8 CURB :4L)I2�2: 1 X(SEE NO2.0% 2.0%-% 2.36" 1 MAX 23 APART: ' IN AREAS WHERE OPEN �ART :..: �PEXCAVATION MAY BE USED TO EXPOSE THE CIA/ LANDSCAPED MEaIAN ` • �' JOINT UTILITIES---- JOINT �PIPELINE, THE CASING :SHALL - , SPAN OVER THE LIMITS of TRENCH : TYPE A-6 PROP. 0.33 A.C./ 0 , 67 A.B. UTILITIES RAISED TRUNCATED THE. OPEN EXCAVATION 6' SIDEWALK CURB & GUTTER AS REQUIRED BY SOILS. ENGR . TRENCH 4" MIN.:.BASED ON THE PHYSICAL SEE NOTE 9 * DOME PATTERN CHARACTERISTICS OF THE 13' 8' 5' COLD JOINT " I i"w a.2l '' SOIL.. THE. CASING. LENGTH EP R/W PROP. WTR . 6 ' SIDEWALK FOR ALL UTILITIES 5' P.U.E. PROP . SWR : TYPE A-6 GROSSING DWR RIGHTPROP, SD CURB &GUTTER SECTION A Q.91" OF. WAY TO BE .65 FEET - - MINIMUM: CENTERED 2.25 4 OTYPICAL SECTION D�-- D OVER THE SAPL. SIDEWALK CONCRE�� ACCESS RAMP ❑Ei�AL TOP OF CURB DATA l SEE SHEET 6 PLAN VIEW 4 A RAISED TRUNCATED DOME NOT TO SCALE N.T.S. REFERENCED TO. THIS LINE .75, 1 DETECTABLE WARNING SURFACE �c SEE COUNTY OF RIVERSIDE STD. NO. 403 FOR TABLES EXIST. PROP. AND NOTES. 4' WIDE SEE NOTE 1 0.5 PAVEMENT PAVEMENT. . 0" �. �� Z TYPE C CURB & GUTTER & QUANTITY ESTIMA NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT � CONSTRUCT 0.25' AC W/SEAL COAT OVER 0.50' CLASS II A.C. TONS -- 921 L'J AGGREGATE BASE OR AS REQUIRED BY THE SOILS ENGINEER BASE C.Y. — 921 49,709 S.F. CONSTRUCT 0.33' AC W/SEAL COAT OVER 0.67' CLASS II A.C. TONS — 236 1A AGGREGATE BASE OR AS REQUIRED BY THE SOILS ENGINEER BASE C.Y. — 238 9,556 S.F. CONSTRUCT TYPE "A-6" CURB AND GUTTER PER RIVERSIDE COUNTY STD. 200 545 L.F. 2A CONSTRUCT TYPE "C" CURB AND GUTTER PER RIVERSIDE COUNTY STD. 202 3,765 L.F. �B CONSTRUCT TYPE "D" CURB PER RIVERSIDE COUNTY STD. 204 278 L.F. 3 CONSTRUCT CURB TRANSITION (10' ON CURB) PER RIVERSIDE COUNTY STD. NO. 211 100 L.F. 4 CONSTRUCT CONCRETE ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403, CASE A 6 EA. CONSTRUCT CONCRETE ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403, 4A MODIFIED CASE 8 (SEE DETAIL HEREON). 2 EA. 5 CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD. NO. 209 4,115 S.F. 6 CONSTRUCT 6' CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401 1658 S.F. 6A CONSTRUCT 4' CONCRETE SIDEWALK PER DETAIL HEREON. 7801 S.F. (D INSTALL TRAFFIC BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 33 L.F. STREET NAME SIGN (INSTALL PER SIGNING & STRIPING PLAN) 6 EA. RESIDENTIAL STREET LIGHT (INSTALL PER STREET LIGHT PLAN) 11 EA. L@ SAWCUT EXIST. PAVEMENT AND FEATHER TO SLOTH TRANSITION PER DETAIL ON THIS 5 SHEET �6 E 0 a a z m 4 CONCRETE SIDEWALK WARNING TAPE PER COUNTY OF RIVERSI 2' MIN. 12 DE a f- i rn d rn Q zs" CASING 00 NOTE: �� DELTA .1 REVISIONS. PREPARED BY K.WC ENGINEERS DIAL TOLL FREE 1-800-227-2600 I_ 3 WIDE _� AGGREGATE BASE OR APPROVED SELECT MATERIAL WHEN SOILS � IP200003 41 No.64k3 m Ex : 06 30 23 P w AT LEAST TWO DAYS 3.5 TO TOP OF DWR PIPELINE [ 7 REPORT INDICATES PRESENCE OF EXPANSIVE SOIL CONDITIONS. * Ul BEFORE YOU DIG P VICTOR ELIA R.C.E. #64803 DATE qT CIV1� Victor.Elia@KWCENGINEERS.COM JOINT UTILITY TEE -NCH DETAIL : 4 SIDE ALK & RD LLED C tJRB DETAIL EXISTING STREET JOIN DETAIL FOF CAO\ 91 St. Suite 320 Murrieta, CA 9256 SSR11l LOMOVaM CE ALERT OF SpFJNN MYOR MA LEMONSCENT DRIVE NOT TO SCALE NOT TO SCALE NOT TO SCALE 95 34m 1 NOT CWNTY MINTA► NED ROADS NOTE: WORK CONTAINED WITHIN THESE PLANS SMALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. TFE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILTY OF THE DESIGN FEREON. IN THE 2 VE 9 27 2 EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, TFE PRIVATE ENGINEER SHALL BE RESPONSABLE FOR DET�IiNING 1 VE 29 AN ACCEPTABLE SOLUTION AND REVIEWING,THE PLANS MARK BY DATE FOR APPROVAL BY THE C0_NNTY. ENGINEER 1 ADDED CASINGS AND NOTES FOR JOINT UTILITY TRENCH & DELETED ONE JOINT UTILITY TRENCH 0 UPDATE TO CURRENT STANDARDS AND PRACTICES IP200 R E V I S I O N S SEAL -COUNTY �o QOn SF oU,,� No. 45702 Exp. 12/31/10 fr el 1� �,�•� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY 7 Z ALAN ❑. FRENCH DATE: RECOMMENDED BY: DATE: SEAL -ENGINEER � �vQfESSjo�,�� W w No.601212 K Exp. 08/3D/10 OF G I�Lt�a� BEC 8AR-21 BEC APPR, [„i7ATE in PLANNING DESIGN Cc]NsruCr€C�N irA�T19A�"'1 Trw IP-200003 MEET NO. COUNTY OF RW'' 0 ■ ■ ■ 4oW CWM cMER DWE SCHEDULE W TEMECULA,cAUFOFM192W-46-79 UEWHMARK : SEE SHEET 1 STREET AND STORM DRAIN IMPROVEMENT PLAN CONSULTING 951.676ADQ • FAx 951.676.7240 + w f8F.COFt1 {y PREPARED BY: JOHN D. TANNER Ill. EXP. DATE: 6--30-10 a R.C.E- NO. 60132 CrMTRLCT51ON NOM AND TYPICAL 8TFAW SECTKM 9 EFTS DATE: SCALE: FOR: W.O.COUNTYn� H: � NSA 1 v: 1 "-- T N A FILE NO. 969 G A z Q V) A Q A z Q z D 0 U W J GQ U J n n Q 3 w z a J n U H V) Q A (000) W W > U � H Q� U Q CL ry Q n INDEX MAP SCALE 1" = 80' OX CASE A RAMP AND RAMP NUMBER QX CASE C RAMP AND RAMP NUMBER of ol co w J Q V N of GRAPHIC SCALE 160 240 �. S 1122.64 _ 4l 6 ,91�1C �54 ' % 9�y �ISy h %�~ In �`3.79 p@,~ 91c�- �80 , 9 �83 A. 41 �y ti St- CIS/ 4 �I S123.87 C N t� t� W cs CURB RETURN a SCALE: 1"=5' LANDING EL. F RAMP NC DOMES - 3.01% x Lo � jj-9r,- • FS 1137,95 I 6' 19cli- ti h�• js: �1• @ti If 9�- CURB RETURN 8 SCALE: 1 "=5' SIDEWALK TYP. PARKWAY TYP. ##3@7' F f _##94- LANDING RAMP # 1 1 SECTION A -A CURB RAMP CASE "A" N.T.S. GUTTER DESCRIPTION 1 GUTTER SLOPE 2 RAMP WIDTH FT. 3* IRAMP SLOPE 4 LANDING CROSS SLOPE 6** WING SLOPE 7** WING SLOPE 8 ILANDING LENGTH FT. 9 LANDING SLOPE 10 STREET SLOPE 11 LIP HEIGHT IN. 12 TRUNCATED DOME LENGTH(FT:il CASE A RAMP DIMENSIONS #1 #2 #3 #4 #6 #7 #8 #9 #10 #11 #12 1.5% 4 7.5% MAX 1.5% MAX 10% MAX 10% MAX 4 1.5% MAX 5% 0 02 MAX 3' * RAMP SLOPE IS MAXIMUM CONSTRUCTED VALUE. ACTUAL VALUE WILL VARY DEPENDING ON THE RAMP LENGTH. ** WING LENGTHS ON CASE A RAMPS AND RAMP LENGTHS ON CASE C RAMPS SHALL NOT EXCEED 15' REGARDLESS OF GRADE VALUE SHOWN. ADJUST GRADE IF THESE LENGTHS EXCEED 15'. RAMP A B C D E F G H I J K L #6 #7 1 1122.35FS 1122.29FS 1122.44TC 1121.79FS 1122.29FS 1122.23FS 1122.04TC 1121.73FS 1122.32FS 1122.26FS 1121.76FS 1121.98LI 7.52'@8.64 7.52'@4.12 4 1120.67FS 1120.61FS 1120.79TC 1120.11FS 1120.67FS 1120.61FS 1120.49TC 1120.11FS 1120.67FS 1120.61FS 1120.08FS -- 12.41'@5.48012.41'@3.06 5 1119.41FS 1119.35FS 1119.71TC 1118.85FS 1119.35FS 1119.29FS 1118.97TC 1118.79FS 1119.38FS 1119.328FE 1118.82FS -- 12.41'@7.08012.41'@1.48 9 1140.32FS 1140.26FS 1140.46TC 1139.76FS 1140.26FS 1140.20FS 1140.11TC 1139.70FS 1140.29FS 1140.23FS 1139.73FS -- 7.82'@8.95 7.82'@5.24 10 1137.62FS 1137.56FS 1137.84TC 1137.06FS 1137.56FS 1137.50FS 1137.28TC 1137.00FS 1137.59FS 1137.53FS 1137.03FS -- 7.82'@9.97 7.82'@3.58 11 1138.18FS 1138.12FS 1138.09TC 1137.62FS 1138.12FS 1138.06FS 1138.25TC j 1137.56FS 1138.15FS 1138.09FS 1137.59FS 1 7.82'@8.82 7.82'@6.01 NOTE: 1) ELEVATIONS "C" AND "D" ARE ON THE HIGH SIDE OF THE CURB RETURN REGARDLESS OF DETAIL ORIENTATION RELATIVE TO ACTUAL CURB RETURN ORIENTATION. 2) ELEVATIONS "C" AND "G" ARE LOCATED AT A/4. Q m U 0 J J J J w w w w 5' L1Off. 5' L30-% LANDING RAMP u? 1 RAMP SIDEWALK 'I -in 1 in 000000000 00000000 00000000 00000000 ADA COMPLIANT TRUNCATED DOMES CURB RAMP CASE "C" N.T.S. 5' SIDEWALK CASE C RAMP ELEVATIONS RAMP L1 L3 ELEV. 'A' ELEV. 'B' ELEV. 'C' ELEV. 'D' 2 8.33' @ 7.5% 8.33' @ 7.5% 1 122.62 ' 1 122.24 ' 1 122.31 ' 1 122.92 ' 6 7.69 ' @ 7.5% 8.00 ' @ 7.5% 1 127.64 ' 1 127.22 ' 1 127.27 ' 1 127.85 ' 7 5.88' @ 7.5% 7.69 ' @ 7.5% 1 127.44 ' 1 127.05 ' 1 127.09 ' 1 127.67 ' NOT COUNTY MAINTAINED ROADS f-- L14 f-� iZ7 - ----------------- ............ ....... ... . .. ........ ......... . .. ..... ........... . ...... . .............. . ------ I i I i . . ......... ;-- . ATIO I. N E 1 THE CA B v CURB FACE ... ......... . .......... . ------------ ..... ... .. .............. .... ..... --------- - ;,b .. ........ C W R-� F., Ar- E - 3+5).00 R NOTES THIS ARA..• CAB E' ----------- I . ... ..... . .......... .... ....... ........ .. -9 QL&. o0% ... ........ I .. . ..... ............. 2: T�D AN EXPOSED B. POTHOLING IN'THE PRESENCE OF A L 0 113' .39 1 .00% THE POINTS WHERE THE PROPOSED UTILITIES ENTER 0 y RO [if 0 -7 !> 007CLO)n0im. CL - m . .......... . ... ... . ... .................. ... ......... ---------- ------ 7 . ......... ............. ...... .... .. ............... -------------------------------- ----------- .. ..... ... .... ..... .. ------ - ------ --------------- _ IMENT ;-OF- -WATERARESM"RCE-a FIELD-0-11t IO-N--- .......... ............ ... ....... ....... .......... . ....... ART IS . ........ ....... ........ ...... . . ...... . . ......... ........... .. ............ -- ------------- - ---------------- --------- ----------- ----------- -------------------------------- ERN...FIELD DINTSI.0 AT. . .'�-REPRESEN-TAT-,I..V�:..,....C.ALL.- N..., STS --- ---- ESS D LT: 21; DATED4 7/28/202-1 -------0 THEd-SO-OTH. -0- ... ......... i __.4 .......... . ........ N��R-Y E 11200003 EXIST1 108"­-`07' 1 ----PLAINLY AND PERMANENTLY MARKED BY SIGN PO TA ­.__... A --------- ----- - ....... . n co DAYS IN A ;FOR ....... ................... ... ------ P, OR A.- PK '(661) 944 8.500 AT LE) (7). DVANCE: ........ ------ - - -- .... .. .... ........ I.. .... ....... A ........... - - ­-) ------------------ ----- ------- --- 0: AN:APPOINTMENT. • ALL' E CAVATION. WITHIN THREE 6 FLL'l 0 . . . . . . . . IP20000� SHALL PROVIDE SIGN POSTS DIRECTLY ABOVE ITS ----------- - - ------------ - -- - ------­------- . ......... ---------- - ------ --------- -- - ----- ----- --- i - ------ .............. -------- :(F--; E- CABL ;-DONE USING HAND-HELD- TOOLS ---- - --- -) -- SHALL BE; -----UTILITY CENTERLINE AT ALL ANGLE POINTS WITH i % -- ------- ......... 0 . . . THE E(S An: 41 N6.64803 1 Vzc� Et,.-._ 7 ao H I - Y-FE ......... . . .. -- -- ----------- 10 nr t N ........... ... o6 ... .... . ..... ...... ...... EXTENDING FIVE (5) FEET ABOVE GRADE. PROJECT LEAST §EVEN -D9EP AND EXIT THE DWR'S RIGHT OF WAY SHALL E3E coi c,4. + 12? 5 ------ _0­1 --=I I A PARE�__.RY__KWC,l GINEERS DLWR�__ WATERLJ i - ---- - ----- -- PR - -------- - ------ -- --- RT- --CU R'B` 0C 42 -E--E-ZE-'-E3--LlG0M-S :-D IN 13 .......... . .. .... .... ........ ....... ----------- --- ----- ....... -------------- -------- -- ------- .1 v -DWR'S RIGHT OF WAY. THE DISTANCE BETWEEN .. ---------- -------- --- ------ - -------- ---------- - -- ---------- ....... ........... ---------- . .. ............. ...... -------- --- - ---- -- -- --------------- --------------------- ----------------- - ---------- ........... .... ....... .......... . ........... .............. . ........... .......... ------- ---- ............ . .......... ---------- ---------------- - -------- ------ ----- ----------- .......... . .... .... .... ... . M EL�CTRICAL:CONDUIT5 INSTALLED WITHIN DWRt k STA, 0 Vic A 803. DATr < f PROFILE I ADJACENT SIGN POSTS SHALL NOT EXCEED A MAXIMUcz ..... .... .. ---------- ............ ........... - - ----------- ---------- --------- - ----------- ------ ------ - ---------- -- ------ ------ - ------------- ..... . ........ - ---------- --------- ----------- ------- TH TH­ EE:'( S' H RIZ '51-1,NCHE wl� 'P '114�- _OF FIVE HUNDRED (500) FEET. SIGN POSTS SHALL fL RIGHT'OF WAY SHALL BE I i _­_O­ 8 El�a@KWGENQlNEERS;CONt - ................. .... .. . . . .. ....... �93-02 - - ----- --- 30' �VGL Pi TOR ELI R.0 E. 64. E PI 'EL 113 E ittarAT, -------- -------- ION TOTE DETECTABLE .. .......... - ------ --- -------- 4-1-3.9-1. Ka mia-St ...... Suite 320.. '.M.urri.etd,.- --CA 92.5.$ ----- ---- ----- ........... ............... ... .. .... . .......... .... . --------------- . .......... ..... ............. ... . . ......... ..... ..... ........ ------- .. ..... ....... ... .. . . ...... -- ------- 4 11. 4- OF­RED�DYEO CONCRETE -TO TI -I N tADbIf G 1- 02% .. .... 4---- .3 OWNER OPERATOR, ------- - .7, CONTAIN THE NAME OF THE CONTENTS OF THE PIPELINE, UTILITY I OE (051) 734 42130 VERT.• 1'"=4* rl 9 1_0%DESCRIBEDI i G2-1. 73% WARNING TA. B�LOW IDENTIFICATION, AND AN EMERGENCY CONTACT 10 11 12 10 PLAN 14 15 17 18 19 TELEPHONE NUMBER. SIGN POSTS FOR ANGLE POINTS cn DETECTABLE WARNING TAPE SHALL BE REQUIRED OVER ALL TRENCHED UTILITIES AND 1"=40' E j� � 11 1� i A 10+00.00 BREEZE BLOOMS DR i i , z SHALL BE A MINIMUM OF EIGHTEEN (18) INCHES ABOVE THE UTILITIES SITUATED X11 klllEl � �� � � I A ION F THE SIG Lij WITHIN DWR'S RIGHT OF WAY. SUBSEQUENT REPAIR OR MAINTENANCE OF THE =20+00.00 LEMONSCENT DR STA: 15+32.29 0) POSTS SHOWN ON THE DESIGN PLANS. UTILITIES SHALL REQUIRE REPLACEMENT OF THE DETECTABLE WARNING TAPE. Cy- INTERSECTION BOTT RAMP W= 10.1' Lij WARNING TAPES SHALL CONFORM TO THE FOLLOWING GUIDELINES: z ..40 0 40 80 120 0) C-) XL:8.7' XS:4.7' m 0 0 of �> '0 m 0 co-) FOR GAS, OIL, AND STEAM CHEMICAL LINES, THE WARNING TAPE SHALL BE A THREE ci LO 0 - + D []!� - -1 0 3 -INCH-WIDE YELLOW DETECTABLE TAPE IMPRINTED WITH "CAUTION BURIED RIV.CO. STD. 403 CASE 'C' (� m LL_ LLj C-) LO Of _j C) co .... .... .. ..... ... ... ... (TYPE) LINE" Lu LEI V) + D Q0 L3- 119 z Lo 0 00 Lj j c� FOR TELECOMMUNICATIONS, TELEPHONE, AND TELEVISION CONDUIT (S) THE WARNING GRAPH I C SCALD C) STA:15+22. 54 < < vm r�c 0c) N cn m LL_ STA:15+12.54 END CURB bi Of Z+ C-D TAPE SHALL BE A THREE (3)-INCH-WIDE ORANGE DETECTABLE TAPE IMPRINTED WITH V) m < m <Ln L-i of po N c_) cn rn -CAUTION BURIED (TYPE) CONDUIT" cl I BEG. CURB TRANSITION M 0 + U IT Ll 10+00.00 TANGOR WAY TRANSITION V) bi (_0 rl- j FOR ELECTRICAL, STREET LIGHTING,;AND TRAFFIC SIGNAL CONDUIT(S), THE THE w C-) LO + _. =16+45.67 In ... ... . . . C) 0 i0o + 3 3 Lf) 71 cif �0 WARNING TAPE SHALL BE A THREE (3)-INCH-WIDE RED DETECTABLE TAPE IMPRINTED r-- Lr) 0 N 0 F TH P E L E SIG 0 0 H S 71NEE�� (T 7HE DESIGN GN AN 0- 1 *00 � I - 00 _9 J R VER 10 S ]R 0 0 Ld I— r9 -CAUTION BURIED (TYPE) CONDUIT". + 00"4- rn TANGOR WITH < SEE LET Q0 �.o 7 r- + . -1 10 11 12 13 14 15 y 4- BREEZE BLOOMS DRIVE _j 0 INE TANGOR INTERSECTION 0 9 0 1. 7C_R P 10+41.00 R ,7 U-) w 1116 6 0 m to 8 I FL J,C,37, 93 Ln C14 Nt 0 ;?2 04 cn_ < + -:64\- '----53.28­�-50.00'-7rmt- 50.O(O'=+----51.6O 51. 54 L--52.08' 22. 9. 4 8 BREEZE BLOOMS SPRING STREET 4 - DRIVE M k J U N t A 1. N .12 27 -to 1 i i i I IFL FL 51 -,-RACT 6 29.00- 60.38' BOUNDARYZE I . . �a ��j px 7 17 _37. 11 U+,:?6 ­52. 25 8.47 13 ON 2 /7 Pro- w 20 12 213 L u 1A z j 22 .21 i CO 11+55.00 TANGOR WAY Q C) cc 15 1 39.52 =68+33.99 BLUE MMTAIN t10 2 INTERSECTION L, I I rl� l��-, 1 I SPRING STREETS C) 40. 7 I Fri 67.0 1 FU 11 TRACT BOUNDARY. PROPOSED 24" RCP137�6 12 10 C C77 C 121 nnRAQ r%0llklC SEE SHT.7 BREEZE BLOOMS ui QI llr- MOUNTAIN w PROJECT # DRIVE V) SPRING STREET/ w u 137-0-3-8238 uj C) :;�'u cn w z z Tf�A CT I + 0 < N __j Ld 3,0909 CO ff� Z 0 (.D 2 c< 0-) = _.�i ro TANGOR WAY (PRIMATE) DI G LE R T DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG (PRIVATE) (2A�� 0 13 35.2)0, 15 6 U2 cri 0 I- EL I C14 /-1 7 -- - - - - - -- - - - - - - rf-) Ln: - -- - --------------------- - --------- u uu LL F1 co - - - - - - - - - - - - - _ Ln -52.20'- 20 -52..60 4 - - - - - - - - - - - - --- 75.09'--- STA: 15+44.40 1w. I I i I END CURB 131 1 3 133 9-- 1 130 129 1 1 19 18 1 ', 7 T16 9� 1 9 cl r) Q0 hi co CD _j on m � 113� 83 FL �STA: 15+14.20 STA: 15+34.40 (N Lj,- PROPOSED 24" RCP ST M DERAIN BEG. CURB Ln . END iMPROVEMENT� TA: 24.2?Q�( BEG. CURB cl-� Ln N PROJECT # 137-0-3-8 38 TRANSITION 15+ 00 N4_ END CURB TRANSITION to 17+02.92 z ILI S E H ET 7 LLJ + L, r--B. NOtW=14' TRANSITION SIA:15+29.30 q C�. . LL_j �,o m PROP GAS MAIN ITHI CALTRANSPSWD 1T16+ E67 BREEZE BLOOMS DR u 0 40 80 120 rQWR NQTES. A8�A CASE 'FLUTILITY TRENC & CA TRENCH WIT=ln .00 TANGOR WAY DETAIL ON SHE T 2 A SEVEN (7) DAY ADVANCE NOTIFICATION IS REQUIRED SECTION GRAPHIC SCALE PRO 'TD -TARTI G NORK W'T IN D-_PARTM NT OF �ATE PROP JOINT UT_CONSTRUCTION UQIE5 0 3 INCH RED -DYED CONCRETE & WATER RESOURCES, DIVISION OF ENGINEERING, 1 CONSTRUCT 0.25' A.C. W/SEAL COAT OVER O.50' CRUSHED AGGREGATE BASE CLASS 11 DETECTABLE WARNING TAPE ENCROACHMENT PERMIT SECTION, SACRAMENTO, CALIFORNIA AT (800)600-4397 THE DWR SOUTHERN FIELD DIVISION 1A CONSTRUCT 0.33' A.C. W SEAL COAT OVER O.67' CRUSHED AGGREGATE BASE CLASS 1.1 C­"ENTERL I NE/CURB DA-11-A �g DEj._TA/E3RG RADIUS LENGTH TANGENT NOTE 11 N 00u42'35" E 155-00' CENTERL f NE 12 180 " 00'00 4,00' 12.57' TYPE "D" CURB 13 N 00°42'35" 'E_ 50.00' TYPE "D" CURB 14 180000,00" 4.00 7 12.57' TYPE "D" CURB 15 N 00*42'35" 50.00 TYPE"D" CURB 16 NQO°42'35"E 67.02' 6" CURB 17 N00042'35"E 67=' 6" CURB SHALL BE SIMULTANEOUSLY NOTIFIED AT (661)944-8500. 2 CONSTRUCT - TYPE "A6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD 200 7 0) c� EXCEPT AS OTHERWISE PROVIDED HEREIN, MEASURES SHALL 2A CONSTRUCT TYPE "C" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD 202 m BE TAKEN BY THE CONTRACTOR TO PROTECT IN PLACE ALL rl) STATE WATER PROJECT (SWP) FACILITIES AND 2'13 CONSTRUCT TYPE "D" CURB (6" C.F.) PER COUNTY OF RIVERSIDE STD 204 cif APPURTENANCES, INCLUDING BUT NOT LIMITED TO COMMUNICATION AND CONTROL CABLES AND CATHODIC 0 N -1 PROTECTION TEST STATIONS. THE PERMITEE AND 3 CONSTRUCT CURB TRANSITION PER COUNI­Y OF RIVERSIDE STD 211 Lij 00 CONTRACTOR WILL BE LIABLE FOR ALL DAMAGES TO SWP FACILITIES AND APPURTENANCES AS A RESULT OF THE 4 CONSTRUCT CONCRETE ACCESS RAMP PER COUNTY OF RIVERSIDE STD 403 CASE A CONSTRUCTION, AND FOR ANY OTHER DAMAGES OR LOSSES 5 > 0 SUFFERED BY DWR OR ITS WATER CONTRACTORS, INCLUDING CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD 209 vi POWER, IRRIGATION, MUNICIPAL AND INDUSTRIAL WATER 6 CONSTRUCT 6' CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401 ;i C) SUPPLY, AND COMMUNICATION LOSSES. r- A > CONSTRUCT 4 CONCRETL. --)iULVV/-\Lr\ PER ULI/-\IL ON _­)MLLI Z. INSTALL TRAFFIC BARRICADE PER RIVERSIDE COUNTY STD. NO 810 g _j < NOT COUNTY MAINTAINED ROADS SEAL -COUNTY SEAL-ENGNEER -200003 NOTE: C(XJNTY OF RIVERSIDE TRACT NO. 30M I P rn WORK CONTAINED WITHIN THESE PLANS l�! PLANNING 0 DESIGN 8 CONSTRUCTION HEET NO. < WEssig 10 fESSip SHALL NOT COMMENCE UNTIL AN TRAN.SPORTATION DEPARTMENTD 1 ENCROACHMENT PERMIT AND/OR A APPROVED BY ��% I COUNTY OF RIM" 40M COUNTY CENTER DRIVE SCHEDULE "A" z GRADING PERMIT HAS BEEN ISSUED, 0 CIP.11 79AECULA, CALFORNA 92-5W-4679 BENCHMARK SEE SHEET 1 STREET IMPROVEMENT PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS NO. 45702 CONSULTIN13 951.676.BO42 - FAX 9a676.7240 - wwwPBF.cc>m VE 8/22/23 REVISED PROFILE OVER BRIDGE, ADDED ADA RAMPS BEC 9/5/23 No. 60132 rn < RESPONSIBLE FOR ASSURING THE ACCURACY AND - "04j Exp. 12/31/10 TANGOR WAY STA 10+41.00 TO STA 11+08.02 ACCEPTABILTY OF THE DESIGN HEREON. IN THE A�i2 EVENT OF DISCREPANCIES ARISING AFTER COUNTY -ME 7/28Z21 REMOVED GEOFORM AS REQUESTED BY DWR BEC 8AR-21 ALAN D. FRENCH DATE: EV * 05/30/10 BREEZE BLOOMS DRIVE 9 < < 1p0 "I Nt APPROVAL OR DURING CONSTRUCTION, THE PRIVATE PREPARED BY: JOHN O. TANNER M R.C.E.RCENO. 60132 STA 10+00-00 TO STA 16+98.67 SHEETS < 00003 BEC 9/10/20 EXP. DATE. ENGINEER SHALL BE RESPONSABLE FOR DETERMINING 4/29/20 �PDATE TO CURRENT STANDARDS AND PRACTICES, I P2 k \1 OF C AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS DATE DATE:/q?us eke I 40� FOR: W.O. COUNTY _j APPR, DATE (ZOO SCALE. 4' FOR APPROVAL BY THE COUNTY. R E V I S 1 0 N S COUNTY RECOMMENDED E3Y. DATE: /- I - I I I FILE NO. 969 G CENTERLINE/CURB DATA �g DE'LTA/BRG RAD I US LENGTH TANGENT NOTE 1 57049'35" 5 1. 00' 51.47' 28.17' TYPE "C" C & G 2 N 80020'32" VV 40,91' TYPE "C" C & G 3 13"56'57" 109.00' 26-54' 13-33' TYPE "C" C & G 4 05*25'11" 816.00' 77.19' 38.62' TYPE "C" C & G 5 90000,00" 25.00' 39.27' 25,00' 6" CURB RETURN 6 90000,00" 25.00' 39.27' 25.00' 6" CURB RETURN 7 09�02'26" 784.00' 117.79' 61.98' TYPE "C" C 8 40041'35" 34.00' 24,15' 12.61' TYPE "C" C & G 9 40*41'20" 1 50.00' 1 35.51' 18.54' CROWN LINE 10_] 12"08'01" 1800.00'1 169.42' 1 85.03' CENTERLINE A LLI Z LD N A LLI N Z F- It Q Q A 0 A ry � Q LLI q P4 Z 2: Q D F— z 0 z >- F— F- CDZ QLo U 0 W L7 J LLI A w Q U J n n LLI LLI = Z F- 1 -4 1 -4 LD 3 z LLI w F- U = Z L7 Q 0 J w LLI 0 U F- z 0 a Q U A U LLI LLI > U_ A 0 F- w U Q w Q Q 0- JOINT TRENCH r — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — 1.5' SW/DWYS 3.5, p R 0 DIAL WO WORKIN ]BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE i-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ---------------- 4 HOOKS PER SLAB TO—/ STALL OR REMOVE SLABS. 4 BOLTS PER SLAB TO ICHOR INTO GRADE BEAM. / 100 35 ' OwR ISI SeMF NT NOTE.- MAXIMUM ALLOWABLE CONSTRUCTION EOUIPMENT WEIGHT WITHIN DWR EASEMENT = 60,000 LB. NO MATERIAL STORAGE SHALL BE / LOCATED WITHIN THE DWR EASEMENT. PUE QQ -----rCURB— --- — ADRILLED PIER � BREEZE BLOOMS_ 5' I "�"— GRADE BEAM TYPICAL SLAB: ��F K'BS� 34' MMI L=34', W=4' AC COVER. REMOVABLE SLABS— 30,000 LB MAX. WEIGHT SEE SHEETS 1— S3 108" CONCRETE WATER SLAB -ON -GRADE PLAN 38' --011111117-------------&--- 14+50 15+00 15+50 Boa ATSTCL SCALE: 1"40' NOTE; WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon, In the event of discrepancies arlsrg after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for aooroval by the county, 4 VE 1 8/22/23 WIDENED CURB THROUGH BRIDGE SECTION 3 VE 1/31/2022 ADDED DWR SLAB ON GRADE DETAILS MARK BY DATE RMSMNS ENGDEQt SEAL -ENGINEER QROFESS/, Co W No.64803 BEC 9/5/23 BEC 4/26/22 AI% BATEI cm OF CpJa���`� 10' 0 10' 20' ,30' SC4LE /N FEET N 14.25' Q0 3" MIN. A.C. PAVEMENT 2.0% a ' ° P/L P/L 5 P.U.E. 3' 32' 4' P.U.E. 0.5 16' 16' 0. 5' 3"MIN. A.C. PAVEMENT 12" SLAB ON GRADE 2.5 4S • ' CONCRETE • ' • ' PILE TYPE C 5' 6' 5' • CURB & PROP. SWR. PROP. WTR CONC ;. ;. PROP. SD ;. a% a� IS CURB SECTION DETAIL NTS ENGINEERS CIVIL ENGINEERS • PLANNERS • SURVEYORS 1880 COMPTON AVENUE, SUITE 100 • CORONA, CA. 92881-3370 0951-734-2130 PREPARED BY; R.C.E. N❑, 64803 VICT❑R A. ELIA DATE 4/18/2022 SECTION B--B BREEZE BLOOMS DR SECTION P/L 1_ 34.90' 33.85' Ln ro JOINT UTILITIES TRENCH SEE DETAIL SHT. 2 & RCTD STA 817 IDEWALK GUTTER ZETE PILE DWR PIPELINE 16.92' 16.92' 3"1MV IIN. A.C. PAVEMENT 2.0% 2_0% • a- . —r'r •• .T R, C4T,11�11AN N GRADE ' ROP. SD WTR •. 1NCRETE PROP. 5' 6' 5' PILE SWR. • • • • •4' •.. •.. d MODIFIED m TYPE C Q CURB & GUTTER Cn 2.33' COMPACTED °. SUBGRADE SECTION C—C BREEZE BLOOMS DR NTS P/L 0. 5' Ln JOINT UTILI TRENCH t---SEE DETAIL f �2 .,5 & RCTD STA E 4 SIDEWALK TYPE C CURB & GUTTER -CONCRETE PILE [��ls�ax0" lI NOT COUNTY MAINTAINED ROADS BENCHMARK TRACT NO. 30909-1 IP-200003 SHEET NI COUNTY OF RIVERSIDE 0 3A SCHEDULE A STREET IMPROVEMENT PLAN BREEZE BLOOMS DRIVE DWR DETAILS ❑F 9 SHTS SCALES F❑Ri W.O. COUNTY Hi V1 FILE N❑, 969 G L� PLAN 27 �$ 1 2 A 29 OFESS./DELTA .2 DATED 7/28 2021 . IP200003 ��oQc a F�'Iq� DELTA 1 REVISIONS PREPARED BY KWC ENGINEERS ❑WR NOTE 20+�.00 LENT DRIVE ,��, �� f9 Fy IP200003 A SEVEN (7) DAY ADVANCE NOTIFICATION IS REQUIRED EXCEPT AS OTHERWISE PROVIDED HEREIN MEASURES =10+00.00 BREEZE BLOOMS DRIVE �' z \ '``f `il' _ g _ PRIOR TO STARTING WORK WITHIN DEPARTMENT OF WATER ' ° 4 3 W No. 64803 rn SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT I N t INTERSECTION ® Ex 06 30 23 z RESOURCES RIGHT OF WAY. CONTACT THE DEPARTMENT OF PLACE ALL STATE WATER PROJECT (SWP) FACILITIES \ P' VICTOR ELIA R.C.E. #64803 DATE 1 cN * * WATER RESOURCES, DIVISION OF ENGINEERING, AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO 1 Victor.Elia®KWCENGINEERS.COM OF,1[� j ' .�� s�q7 �ivi ���P z 41391 Ka Imia St. Suite 320 Mu rrieta, CA 92562.. ENCROACHMENT PERMIT SECTION , SACRAMENTO , COMMUNICATION AND CONTROL CABLES AND CATHODIC ONSC� Igo K • F 0.F CAL\F n m (951) 734-2130 CALIFORNIA AT (800) 600-4397 . THE DWR SOUTHERN PROTECTION TEST STATIONS. THE PERM I TEE AND + FIELD DIVISION SHALL BE SIMULTANEOUSLY NOTIFIED CONTRACTOR WILL BE LIABLE FOR ALL DAMAGES TO SWP S A'} •�� �3 • �� CD. m AT (661) 944-8500 . 67 FACILITIES AND APPURTENANCES AS A RESULT OF THE ML�1� l; ��CD Im z cQ m o �; CONSTRUCTION , AND FOR ANY OTHER DAMAGES OR LOSSES te,j1AT� C4 r o } SUFFERED BY DWR OR ITS WATER CONTRACTORS, J U C-) U INCLUDING POWER IRRIGATION MUNICIPAL AND �, �` S 23 0) . z `� M c� [, t n- z � n 7 �� z o INDUSTRIAL WATER SUPPLY, AND COMMUNICATION LOSSES . ,� 0/ /f 4 , S5 `\ �� ° �� �¢ c� cN m ,_ � m C) _j � Lj � ,� n o m $ , : 2 g� • 6'O , eN m - co m - ' ? r t - m E-- cN Ln m - �]` CN C3j CV CL c�i C7 (N C� a r j W N i 71- 4 cN f , f-- cN C) � c., m �- �� / / r`' 53 PROP 24 RCP `1r %S �3 J cN �o m : 50 �� �� \� \ \/ /{ / ' STORM DRAIN ��`4 25+26.71 LEMONSCENT DRIVE PROPOSED WALKING TRAILS '� SEE SHEET 6. {Y 6 z =10+00 . DO SMURST COURT -� 1 ti 1 g 7q qT } o U INTERSECTION PER L' SCAPE ARCH . PLANS �� 3Q� P R OJ. # 13 7 - 0 --- 3 W-- 8 238� rye. �` ` 6A ,� �2. 72� °' ram` P R . �`� m o (0' • ,9 7� 9� �'(� I r C-41 Li 3 co LLJ 9 7 4 In Ln cN cN 03 o cN -q T `37 ` co np R � n S(.1IIj$ j 50 p' 1 �, �' ' O scR� o q �CI F 1 _ �Y 3 �15p, �'ST �� SEE SHEET 5 %�' y cN c� �7 .3p�'�`'� _ 4 rye• 3 N� �r LI 2 A f 0 t 4 � STA 10+57.48 ECR F� �2 E (� 5 3 4j 7. 48 7 �e 7 `� ' r9,p fro CD co N Lu v: m c� �� PROP. 2 4 RCP �� ,�^� 1 2 p9 „ 1 4' 3� 26+46. 41 BC 2� STORM DRAIN C;, +' �- 3 3 5 80- 4� _ � �� 2�3. 95 �� ,� - � � oo CONSTRUCTION NOTES SEE SHEET .6 . � - 4 - .. �' 53.2� m� � �'(/�� , 35 � � -a3.70 - `L O 0 CONSTRUCT' 0.25 A.C. W/SEAL COAT OVER 0.50 CRUSHED AGGREGATE BASE CLASS 11 7 � s 28.15E � ol � z C' 48 4 _ 2A s `� v` 2A 8 ° �° - � �� � �t5' 0 CONSTRUCT TYPE "A-6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD 200 k0 D 4�7 80 20 `� "� �' �, _ _= 2 {v5N36 22 45 W c �A r- - - - - _`_ .�8. ��_-- = 3 - \, ,' � 2A CONSTRUCT TYPE "C" CURB AND GUTTER PER COUNTY OF RIVERSIDE 1 ci s Q�n ST� �r�. �51.0 _ Ij t� - �' DE STD 202 GRAPH I C SCALE cv c� � i+ G� ¢ 0 � � 1�4 �e=S 47 � 'r� � � 5 2 . p � ' � � � - ' 44 � u mo 27" 41 �� °- 52.02 ' 25.82 2 •2 49 PROP GAS MAIN WITHIN JOINT CONSTRUCT CURB TRANSITION PER COUNTY OF RIVERSIDE STD 211 Li n 22+81.67 LUCENT DRIVE ;� z 3� F�� 45 rn 41 UTILITY TRENCH &CASING PER �, CONSTRUCT CONCRETE ACCESS RAMP PER COUNTY OF RIVERSIDE N V I G A. � R T=11+79.87 IX�ACO COURT �' , - m 44 43 2 sS� DETAIL ON SHEET 2 STD 403 CASE A 00 � -�' PROP. 24" RCP w � -" Y TRENCH 4A CONSTRUCT CONCRETE ACCESS RAMP PER COUNTY OF RIVERSIDE STD 403 CASE B 8c o f� INTERSECTION c c�i �� C PROP JOINT UTILITY L I T o z STORM BRAIN - _r DETAIL ON SHEET 2 DIAL TOLL FREE cy m E-. nt + ,� n m c) WITH 3 INCH RED -DYED 1_800-227-2-600 w� SEE SHEET 8. Of Of r 5 CONSTRUCT CROSS GLITTER PER COUNTY OF RIVERSIDE STD 209A cv F- N ,n cN n m : CONCRETE & DETECTABLE 1 AT LEAST TWO DAYS PROJ.# 137-0 3-8238 BEFORE You QIG �; � � , �n C) °' m � � - z WARNING TAPE LEMONSCENT V 6A CONSTRUCT 4' CONCRETE SIDEWALK PER DETAIL ON SHEET 2 C'qcN + 0¢ - 7)-, a cn z i ND SERVICE ALERT OF SOU714M CA#JR VA UE FORMA `� � �' � �OIJ - J NOT C 7 NT►n► D ROADS NOTE. SEAL --COUNTY SEAL-E�EGIHEER Q COUNTY OF RIVERSIDE TRACT' N0, ,SOS-t WORK CONTAINED WITHIN THESE PLANS PLANNING ■ [aESE[�ni t cc3AisTRtiC7rar� IP-200003 I � SHALL NOT COMMENCE UNTIL AN Q�pfESSjp HEFT NO. ENCROACHMENT PERIuiIT AND/OR A ��t TRANSPORTATION DEPARTMENT Q%%fESSI#& GRADING F'FRM I T HAS BEEN ISSUED. �� f� APPROVED BY �� T �, COUNTY O F R 0 a THE PRIVATE ENGINEER SIGNING THESE PLANS IS 4 VE 8/22/23 REVISE PROFILE OVER BRIDGE BEC 9/5/23 ��, r ■ ■ ■fig_ SCHEDULE "A" No. 45702 .� ., �, SEE SHEET 1 STREET IMPROVEMENT PLAN i o � CONSULTING s�.s�s-sEik2 • FAx 9st.s�s.�2an - www.FiBF.com � / RESPONS I E FOR ASSURING THE ACCURACY AND Ex p . 12/31 / 10 7-2 � Na . 60132 rn �.._ ACCEPTAB I LTY OF THE DESIGN HEREON. IN THE 2 VE 7/28/21 REMOVED GEOFORM arc s; a:ai Eacp . (ig/3DI1 a EVENT OF DISCREPANCIES ARISING AFTER COUNTY ALAN D. FRENCH DATE: 7} APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �,� �►� s LEM ON SCEN T DRIVE VEz ENGINEER SHALL BE RESPONSABLE FOR DETERMINING 1 VE 4 29 20 UPDATE TO CURRENT STANDARDS AND PRACTICES, IP200003 BEc 9/10/20 l� OF A����� �'r C[YI� ti PREPARED Y. J�HN TANNER 3�3 P o. °�32 = N a ExP. r,A = _._ STA 20+OD.DD TO STA 28+12.48 OFLl-fj�SHEETS AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY DATE -�.-�-�...._ f � �T�-•.► tr � F 0�' �, ��1� 00 FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S I 0 N S RECOMMENDED OY: DATE: DATE. CALF: 4,0. w o. cou�vrY 969 �, H - � "--" ��' V: t " W ���� Sao. G CENTERLINE/CURB DATA No DELTA/BRG I RADIUS LENGTH TANGENT NOTE . ............... 1 40°41'35" 34.00' 2.4.15' 12.61' TYPE "C" C&G 2 6 1 ss 11 18 36 , 384.00 � 75.80 ] 38.02 ]7 ss TYPE C C&G 3 96040'25" 25.50' 43.03' 28.66' TYPE "C" C&G 4 89"15'13" 25,50' 39.72' 25.17' TYPE "C" C&G 5 10°18'12" 584.00' 105.02' 52.65' TYPE "C" C&G 6 92°30'30" 25.50' 41.17' 26.64' TYPE "C" C&G 7 125°19'14" 25.50' 55.77 49,32' TYPE "C" C&G 8 00058,59" 584,00' 10.02' 5.01' TYPE "C" C&G 9 31035'01" 284.00' 156,55' 80.32' TYPE "C" C&G 10 31049'31" 316.00' 175.52' 90.09' TYPE "C" C&G 11 20644'36" 616.00' 223.02' 112.74' TYPE "C" C&G 12 86038'28" 25.00' 37.80' 23.58' TYPE "A--6" C&G 13 87°13112" 25.00' 38.06' 23.82' TYPE "A-6" C&G 14 10012'25" 416.00' 74.11' 37.15' TYPE "C" C&G 15 16°42'11" 109.00' 31.78' 16.00' TYPE "C" C&G 16 15°59'1511 -- 40.91' -- TYPE "C" C&G 17 57049'36" 51.❑0' 51,47' 28.17' TYPE "C" C&G 18 40°41121" 50.00' 35.51' 18.54' CROWN LINE 19 16020'44" 400.00' 114.11' 57.45' CENTERLINE 20 20044'36" 600.00' 217.22' 109.81' CENTERLINE 21 31043'03" 300.00' 166.07' 85.22' CENTERLINE A Z Q A ry A z Q H z 0 U w J Pq Q U J n n Q 2 H H 3 W U Z Q J n 0 U H 0 Q A � W Lv > U E3 H w U 0- Q 0- ry Q n J 8" PVC W- 8" PVC 27+00 II MUE XC EQU/Pi41ENT WE/GHT l�/TH/N DWR EASEMENT = 60,000 LB. NO MAMR/AL STORAGE SHALL BE I� LOCATED W/TH/N THE DWR EASEMENT. I1 I 10 DWR EASEMENT (8) 4' WIDE LABS, 32' LONG, 3 AC COVER. REMOVABLE LABS- 30,000 LB MAX. WEIGHT PUE SEE SHEETS 1- S3 I I _ 4' ROLLED (DRIVEABLE) CURB R/W r 5 L E M IONPCEP4T �I \ 4 HOOKS PER SLAB TO INSTALL OR REMOVE SLABS. 4 BOLTS PER SLAB TO ANCHOR INTO GRADE BEAM 4"AC/6"AB 6" CASING :W 16" CA ING TYPICAL SLAB: co L=32', W=4' I Le END SLAB: RLLLED_PIER L=32', W=4' 4" ROLLED (DRIVEABLE) CURB I 108" CONCRETE WATER Ql� I PLAN SLAB -ON -GRADE 35 3" AC SLAB ON GRADE 1' FS Ire 27+50 SECT/ON A A SCALE: 1"40' ATSTCL 3. 4"AC/6"AB SD 124" RCP 34'1 CASING DRILLED PIER 1 36" CONCRETE WITH 42" HDPE CASING 108" CONCRETE WATER 28+00 II r 1140' 1135' FFE-19i 1125' 1120' 1115' 1110' 1105' 1100' 1095' 1090, 1085' FOP 0 SG'ALE /N FEET L 10' 20' 14.25' P/L P/L 1515' 5' P.U.E. 3' 32' 4' P.U.E. 0. 5' 1616' 0.5' 3"MIN. A.C. PAVEMENT • ••.. i .. 'v' • •. ! ,•� ..� 12 " SLAB ON GRADE 2.5 4' S • CONCRETE 1 • ' PILE TYPE C •� 5' 6' 5' •' CURB & PROP. PROP. SWR. WTR CONC •;.• •;.• PROP. SD •;. d : d : d SECT/ON B-B LEMONSCENT DR SECTION NITS m MODIFIED J TYPE C co 3" MIN. A.C. PAVEMENT cnCURB &GUTTER --jL� 4 2.0% N 2.33' ° 4 4 ° -COMPACTED SUBGRADE CURB SECTION DETAIL NITS JOINT UTILITIES TRENCH SEE DETAIL SHT. 2 & RCTD STA 817 IDEWALK GUTTER BETE PILE DWR PIPELINE NOT COUNTY MAINTAINED ROADS `' 40 0 40 80 GRAPHIC SCALE D I G A LE R T ^�' DIAL DIAL TOLL � 0-227-2600 mdl�N I� 120 1A 2 2A F' R I VA T 0 LUIVZ IMUL- i CONSTRUCT CONSTRUCT CONSTRUCT CONSTRUCT CONSTRUCT CONSTRUCT U.L.J f'.L. VV� �Ch1L LLJhI S UVE-i"C U.JU LCCU�4lLLJ HL�L��C L�h1 I C3H�� t'LHJ3 II 0.33' A.C. W/SEAL COAT OVER 0.67' CRUSHED AGGREGATE BASF CLASS II TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD 200 TYPE "C" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD 202 TYPE "D" CURB PER COUNTY OF RIVERSIDE STD 204 CONCRETE ACCESS RAMP PER COUNTY OF RIVERSIDE STD 403 CASE A CROSS GUTTER PER COUNTY OF RIVERSIDE STD 209A , �O DELTA/BRG RADIUS LENGTH TANGENT NOTE 1 92 36 48 35.00' 56.57' 36.63 6 CURB RETURN 2 19"02'59" 184.00' 61. 18' 30.87' TYPE "C" C&G 3 4 36'50'51" 206` 28' :5 1 " 216.00' 38.00' 138.91' 136.94' 71.95' ---- TYPE "C" C&G TYPE "C" C&G 5 N 63 e 00 ' 39 " W -- 50.00 , -- TYPE „C„ C&G 6 50 25 01 ' 100.50 88.43 45.98 TYPE C C&G 7 13° 35' 1 , " 184.00' 43.63' 21 .92' TYPE "C" C&G 8 19' 5C ' 2 216 00 ' 75 1 S ' 37 97 ' ROLLE❑ CORE F c i c c AT LEAST TWO DAYS � CONSTRUCT 6 CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STD 401 9 94 ° 22 p �}� 35 . ❑C' S7 .65' 37. 78' 6" BEFORE YOU DIG CURB RETURN 6R CONSTRUCT 4 CONCRETE SIDEWALK PER DETAIL HEREON. 10 180000'CCrz 4.0012.57 -- TYPE ' D' CURB UNDOtMM SERWM ALMT OF SMnHM CAUFOMA SAWCUT EXIST. PAVEMENT AND FEATHER TO SMOOTH TRANSITION PER DETAIL ON THIS SHEET 11 N 77 43' 23" E ---- 63.75' TYPE "D" CURB NOT ��UNI'Y MAINTAINED READS 12 i180600 ' 00" 4 . ❑0' 1 2 . 57' T f/{PF "D" CURB NOTE:_ _ _ _ _ _ _�-owlrar COUNTY OF RIVERSIDE SiAL-ENGINEER ro _ r+enez►L WORK CON i A I NED W I T H I N � HESir FLANS S TRI�CT ND. -1 I P-200003 Q�o�� sro�� TRANSPORTATION DEPARTMENT ao�Essro PLANNING >� ia81GN Ct7f+lEiTIkJGTI�sfV 1 EET NO. SHALL NOT COMMENCE.. UNTIL AI�i 4 �. F ( Q 4'� COUNTY OF RlV:l-!Z l i ENCROACHMENT PERMIT AND/OR A �@�'� s- � APPROVED BY ���° o. T ■ ■ ■ 40M CaUtM CeM DFINE SCHEDULE "A" GRADING PERMIT HAS BEEN I ssuE ti r• � Carte s -4M BENCHMARK SEE SHEET 1 5 rl ; THE PRIVATE ENGINEER SIGNING THESE PLANS IS - -- - - � w No. 45702 rn � �• � CONSULTING Wl W6AM • FAX 96LTM 724D . wwwMF.mm STREET IMPROVEMENT PLAN t' RESPONSIBLE FOR ASSURING THE ACCURACY AND g Exp. 12/31/10 Z • "�� o .00132 � ACCEPTABILTY OF THE DESIGN HEREON. IN THE �c �• oe/�10 ,� SUNBURST CT STA 10+00.00 TO STA 11+22.64 9 } EVENT OF DISCREPANCIES ARISING AFTER COUNTY ,r ALAN D. FRENCH DArz. � APPROVAL DR CURING CONSTRUCTION, ARISING THE PRIVATE �.lj C i Y �� 4��� �l� C j tl jt ��~! PREPARED BY:"N D'TANNER III R.C.E. NO. 60132 CURACO ST STA 10+00.00 TO STA 14+91. 73 ENGINEER SHALL BE RESPONSABLE FOR DETERMINING 1 VE 4/29/20 UPATE TO CURRENT STANDARDS AND PRACTICES, I P200003 BEc 9/10/20 f 0� C I+��E O% if 41~ C ��,�p EXP. DA - O EET f AN ACCEPTABLE SOLUT I {3I,1 ANDREVIEWING TF PLANS MARKBY Da iE Ar PR . DATEd SCALE : FOR: W. C�. COUNTY FOR APPROVAL BY THE CITY. ENGINEER R E V S € 0 N COUNTY RECOMMENDED BY' DATE: GATE �-i: 1 "= 40' V' I "= 4' FILE NO 969 G = g DELTA/BRG RADIUSIENGTH TANGENT NOTE 13 N 77643'23" 63.75' -- TYPE "D" CURB 14 24°02'47" 200.00' 83.94' 42.60' CENTERLINE 15 36650'51" 200.00' 128.62' 66.62' CENTERLINE 16 43°17'17" 166.58' 125.86' 66.10' CROWN LINE 17 210°13'33" 38.00' 139.43' -- TYPE "C' C&G 18 N88°13'19"W -- 50.00' --- TYPE "C" C&G 19 01051'14" 100.50' 3.25' 1.63' TYPE: "C" C&G 20 30013'00" 161.92' 85.39' 43.71' CROWN LINE 1110 0. G. �II�II�- 2% 2: 1 MAX IIII�IIIII 11111 a �I��I��rl�� II�II�II�II�II�II III �11�11�11�11�11�1111�11� �1 �11 �11 �11 �11 �11 1 �11 �11 11 E �11�11�11�11�1��1 1��1��1 5' MEANDERING SIDEWALK TYPE A-6 EXISTING CURB INLET, W=14'I,--H=6.53' REMOVE EXISTING'18" RCP FROM CATCF BASIN. CONNECT NEW REBARS AROUND PROPOSED 18" RCP PER RCTD STD. NO. INT. BY RCTD 32' 2.0% PROP. 0.25 A. ./ 0.50 A.B & GUTTER AS REQUIRED BY SOILS ENGR. TYPE A-6 CURB & 10' 15' 5' PROP. SWR . NEX. WTR. PROP. SD TYPICAL SECTION C- C A Li NOT TO SCALE z LD CONSTRUCTION NOTES Li oo A z 50 CONSTRUCT 18" RCP CLASS IV ~ rn Q 51 CONSTRUCT 24" RCP CLASS IV A A Q 53 56 CONSTRUCT CONSTRUCT 36" RCP (D-LOAD PER PLAN) CURB INLET CATCH BASIN PER RCTD Li A STD NO. 300 (WIDTH PER PLAN) Q 57 CONSTRUCT GUTTER DEPRESSION PER RCTD STD NO. Z 311 DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT NOTE 1 N 44017'38" W -- 18.55' -- LINE E 36" RCP 2 0 = 44°47'42" 45.00' 35.18' 18.55' LINE E 36" RCP 3 N 00030'03" W -- 172.62' -- LINE E 36" RCP 4 0 = 12*27' 15" 1 , 1 10' 241 .28' 121 . 12' LINE E 36" RCP 5 0 = 90°19'25" 30.00' 47.29' 30.17' LINE E 36" RCP 6 N 77043'23" E -- 118.64' -- LINE E 36" RCP 7 N 77043'23" E -- 12.00' -- LINE E 24" RCP 8 0 = 92°17'19" 22.50' 36.24' 23.42' LINE E 24" RCP 9 0 = 06°32'31" 406.00' 46.36' 23.20' LINE E 24" RCP 10 N 58027'20" W -- 29.23' -- LAT E-1 18" RCP 11 N 12034'20" E -- 39.95' -- LAT E-2 18" RCP 12 N 36057'42" E 1 30.52' 1 ILAT E-3 18" RCP 13 N 59047'36" E 1 26.15'11 LAT E6 * THE CONCRETE CO ER BETWEEN THE INSIDE OF THE PIPE-AND-THE' IPEANDTHE INTERIOR REINFORCEMENT STEEL MUST BE A MINIMUM OF 1-1/21 . THE CONCRETE DESIGN STRENGTH SHALL BE f'c=6000 psi. EXI TING SURFAC 17+ 0.00 @ PIPE _ M.H. NO. 2 - >>>�R�M 1110I 12" WAtEr ABANDONED 20 NDW HYDRAULIC JUMP mIL 0� 14+7t-.8*-t-I-NE - w00- 9+63.46 SPRING ST CHANNEL -STAGE 3 m z z w °+' r��0 J.S. NO 2 WZ- o0') LO� JJ N 0 ZZ>Z 14+77.42 rn r7 0 0 0 BEGIN 36" RCP + 0 + 0 C° o Z YD AULI (D rm z 1II 100.71 INV. �� U)� -100 CD •I r� r� Q10 = 62.4 cfs r •� 1 . = 12 .-4 -f p s + _ 51.21 ' 36" RCP 219.04' 36" RCP D-LOAD=2100 D MAINT. BY RCTD r D-LOAD=2100 D MAINT. BY RCTD PROFILE r Q 100 = 64.8 cfs HORIZ: 1 "=40' 100 max . = 9.2 fps VERT: 1 "=4' i I HYDRA LI C DATA HYDRAULIC DATA Q100 = 545 cfs `V _ Q100 = 21.0 cfs V100 max .= 7.7 fps No _ V100 max .= 6.7 fps C° HYDRAULIC DATA = PROP. SUF Q100 = 62.4 cf + Q100 = 12. 1 cfs V100 max .= 11 5 f p CNC-. V100 max .= 4.1 fps PIPE 20+14.22 I f M.H. NO. 2 �7 R w LL ww-- - zz ■■■■I ■■■■I ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ MEMEMEMEMEMEMEMI NONE ■ ■■■■■ ■■■■■■■■■I • . ■■■■■■■■i • LA- N No ■ IN 14+00 15+00 16+00 17+00 18+00 R/W R/W R/W 72 ' 10+20.00 VERT. L PT 7 12°24'27" 1� 8' 28' 28' 8' 565 22+18+83 0. G . LEMONSCENT DR '% I �11�11� 24 ' 4 ' 4 ' 24 ' C.B. N0. 3 -_ _ ___ 2: 1 MAX W=14 ' , H=7.61 ' III�I�I TYPE ' D' CURB -- O.G. " O.G. 10+30.52 2% 2% % CURB FACE 2% - 5 2: 1 2.0% 2.0% 2: 1 MAX END 18 SD SIDEWALK -- 0. liiillliiillliiilll IIIIIIIIII11111=11 III -III 11-_ _ - - _III-- -IIIII I IIIIII-IIIIIII IIIIII I Illilllilllil 10+03.58 w Saw- Q LANDSCAPED MEDIAN JOINT UTILITIES BEGIN 18" SD • TYPE A-6 TRENCH W V C, 6' SIDEWALK TYPE CURB & GUTT R CURB &G PROP. 0.33'UTTER ! 6 SIDEWALK 51 JOINT UTILITIES OVER 0.67 A.B. A.C. WSEALCOAT (CLASS 2) J W OR AS REQUIRED BY SOILS ENGR. 21+77.82 LINE E N TRENCH. 7PROP. WTR. $=10+00.00 LAT E-3 I JUNCTION STRUCTURE NO. 2 DETAILS SPRING ST. CHANNEL / LINE E A=44047'42" B = 3.00' C = 6.00' D = 4.00' E = 4.94' F = 0.00' G = 0.00' L = 5.19' ELEV. R = 1100.57 ELEV. S = 1100.71 58 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER o RCFCD STD JS227 JUNCTION STRUCTURE NO. 2 DETAILS Q o 59 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER LINE E / LAT. E6 A=59017'33" RCFCD STD TS303 o LID w 69 CONSTRUCT MANHOLE NO. 2 PER RCFCD STD MH252 B = 3.50' w M 71 CONSTRUCT CONCRETE COLLAR PER RCFCD STD D = 3.00' Q M803 E = 2.34 72 INSTALL MANHOLE SAFETY LEDGE PER RCFC&WCD STD. NO. MH261 F = 1.35' G = 1.44' L = 2.51' ¢ ELEV. R = 1102.42 W W ELEV. S = 1102.81 z = I 0 3 NOTES: z W 1. REMOVE AND PLUG U EXISTING LATERAL D6 Q USING APPROVED METHODS. CONSTRUCT W NEW LATERAL D6 PER Ld PLANS AND PROFILES ON Q � t '; � O THIS SHEET. U o NOTE: o WORK C❑NTAINED WITHIN THESE PLANS z SHALL NOT COMMENCE UNTIL AN D Q ENCROACHMENT PERMIT AND/OR A DIAL W WO WORKIN GRADING PERMIT HAS BEEN ISSUED, BEF❑RE DAYS BEFORE w w 52� 8' 13 (TANGOR WAY ONLY) 565 11+24.55 PROP. SWR. PROP. WTR. CURACO COURT (CURACO COURT ONLY) PROP. SD (CURACO COURT ONLY) W 4',NH=5 57' (CURACO COURT ONLY) 10+39.95 , TYPICAL SECTION D-D END 18" SD W NOT TO SCALES LAT E-2 ~ CO H I" .. ! EX. SD HEADWALL TO BE REMOVED NOTE 1 ON THIS SHEET 00 i �15+25.57 0 �y 10+03.08 � EC `O N _ BEGI 18 SD - 15+28.63 LINE E= 12 00 LAT E6 4+90.39 I� � LAT. E6 0 16 3 $ � o 17 -�✓ C04 Vw 2 M 13M M M _ � �1 � 10+26.15 3 DI loy I - END 18" SD 00 I II 0 - - - \� II ° 14+71.84 LINE E= 11 Q II Z9+63.46 SPRING ST CHANNEL -STAGE 3 .58 II � l i it I 1 I � � 0 m U 0- ¢ 0-� a Y ❑ U DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 vE 4/29/20 REPLACED THIS SHEET AND UPDATED TO CURRENT STANDARDS AND g U Li w The private engneer sgryng these plans is responsible for assorting the accrxnry and acceptability of the design hereon In the event of discrepancies allsng after counj approval or dung construction, the private engineer shall be responsible or determining an acceptable solution and revising the plans for approval by the county, PRACTICES, I P200003 NARK BY DATE REVISI NS ENGINEER SEAL -ENGINEER QROFESS/ y aec sn oizo a No.64803+ APPR, DATE �9�OFC1►UFp��\� cl> y 19+00 LAT E-3 12 SEE SHT 8 FOR PROFILE 25 J J 8' WATER z a ,I _j 00 17.98 BOT I J � 0 - o - - o - - 0 0 8" SEWER 0 - 14.71 BOT r7 N + 0 II 00 O to S= .49% O N N ICO_ S=1 •39% mz ILz w w 000 U �N �� ZJ ZW U I = � O J LO 0 D � i I ro N - ccoq. �- Z (n r r - N J r7 Z r7 H Z _ � ++ U _j - + 0 (n Z > w Z w m > Z Z> w> wZ mZ N I .o N � °' 0 �- °'. L0 + 0 C,4 11CD oo O) O rn + 0 + 0 +0 +- -ujzm z LO Ln� - .� N 00 + 55.74 27.9 88.45 N 36" RCP 36" R r 24" RCP CLASS'I V -LOAD=2100 D D-LOAD=14 0 MAINT. BY HOA MAINT. BY HOA MAINT. B HOA qT 20+00 21+53.64 PRC 21+17.40 BC 21+11.55 BEGIN 24" SD LINE F SEE SHT 8 0 .40 LINE E 59 �=10+00.00 LINE 21+04.94 END 36" SD LINE E53 11+28.24 CURACO COURT 56 i 0+29.23 C B NO.1 END 18" SD W=14', H=6.18' L�TE-1 SEE SHT 8 10 0 FOR PROFILE 10+02.17 47 BEGIN 18" SD 48 3 , S 20+74.62 69 36 �� M I� . 2 20+73.93 LINE E =10+00.00 LAT E-2 20+73.09 LINE E =10+00.00 LAT E-1 20+14.22 �MHNO. 2� 19+86.76 EC W/ ►-W 18RN0N pv�_ _ +39.46 Hn3G MOU"T PCc -,G W- W W 16+98.18 17+52.34 8 SWR. PER - -�- TR. 30909-1 BC _ BEG I_N 36 "�� - - SWR. PLAN - 17+50.00 69 8" SWR. PER 8" WTR. PER L)MH NO. 2 MS 4370 TR. 30909-1 17+47.67 SWR. PLAN WTR. PLAN END 36" RCP EX. 12" WTR. PER PHASE 1 BACKBONE WATER MAIN PLAN BENCHMARK: ENG/VEERS CIVIL ENGINEERS • PLANNERS • SURVEYORS 1880 COMPTON AVENUE, SUITE 100 • CORONA, CA. 92881-3370 0909-734-2130 PREPARED BY: V,� 6t:. R.C.E. N❑, 64803 F❑R1 -�_B_ �o�� SCALE: 1 "=40' 1 "=4' VICT❑R A. ELIA DATE H: V. `J SEE SHT 8 FOR PROFILE _ - 10+20.00 VERT. L PT U 7111 18'36" - - T 20+16.55 +76.96 BEG. 36" RCP -�-�- T BEG. 36" SD 20+ 1 1 .89 / 10+01.65 END 36" RCP BEGIN 18" SD LINE E 53 20+72.29 - - - �1- 19 4 SD ►- 22+00 1110 TRANSITION STRUCTURE NO. 3 DETAILS LINE E / LINE F A=30000'00" B = 2.0' C = 6.75' D1 = 3.0' D2 = 2.0' ELEV. R = 1110.28 ELEV. S = 1110.10 JUNCTION STRUCTURE NO. 2 DETAILS LINE E / LATERAL E-3 A=41053'02" B = 1.5' C = 4.00' D = 2.0' E = 2.62' F = 0.64' G = 0.64' L = 3.04' ELEV. R = 1111.89 ELEV. S = 1111.80 SCALE: 1 "=40' 40 0 40 80 120 GRAPHIC SCALE TRACT NO. 30909-1 IP-200003 COUNTY OF RIVERSIDE SCHEDULE A DRAIN IMPROVEMENT PLAN �SNTORM L�ATT•E,,EEEE227';� 4± 10+j0.O�j S � 2 LAT. "E-3" A. 15+88. 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'uII0 m 0 0 TEMECULA CALIFORNIA 925W-4679 SCHEDULE "A" ,, .. 09 RESPONSIBLE FOR ASSURING THE ACCURACY AND A I � . ... rn BENQL-WARK : SEE SHEET 1 - 12 . .. ^ - - CONSULTING 951_67eA042 - PAX 951-676.7240 - WWwROF.cam � . . co ACCEPTABILTY OF THE DESIGN HEREON. &Aj r" STORM DRAIN IMPROVEMENT PLAN 7A\ IN THE /�\ VE 9/15/21 ASIN 1 W - --w- -T cf- No. 60132 . - --- --- - - __ - BEC 4/26/22 _" . .... 7-2-40-1 EXP. 015/313/10 �'& -1 VE 7[23,� �21 REMOVE __ wr I 14 ALAN D. FRENCH DATE: * � LINE "E": 22+00.00 - 31+15�00 1 I 4 1 " - , , , , .1 - , " , '�l SUREA ,�I_f -a-r-- , , . I , , , F L . , I .. - : I i R11IRTF ; ; I J -1 �1` �i I ; ; , , . � , . I : ` I . I I I " , _1 1 I ; I 9 i I I II I 11 1 ��77 1 1 ' . -1 - I ,_ , : , , I -----------I ACE- L11 . ; rl � ; . I n___ ; � I . I . , _�___] _r i - . - I) - I 1, 1- , �_ � i I . 1� �l - j , CY. ;;v LO ; i I I t__ i��� illlf 89 - , I I !r�_ I __ lj�ll _,", - , " I i r,l �T� , , , , ­ __ I ------ �� I I \ I I I " � _. , I . , I I , , I ; , I . 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I.. . 1 .... ... . ........ .. . . .. .. . . ... . .... . . . � 11 __� . .. . ... __ � D6 ',��Tl ... . .. . .... . . . . . . . .. . .. . . . ... ........ - i50) - . . . . .. ... f�EM 11 .. ... .. . . ....... .. . .. .. .... .. .. . . . . ... ........ . . . .. A $ 00" 11 , ��_v . SEE SHT 6 . .. .. .. . .. .. .. . . . . . .. . .. ... . . .. / �, , . . . . . .... . . . . .. . . . . . . . B = 1.5' ,5_1 � . I..., . . . . . . . . --- . . 25 .. . . . . W = 1 4 ' , H =7-.-O-T-' 7. 8 7A ... . . . / ,� A�, . . . . . . ..... . . . . NLET CATCH BASIN PER RCTD STD NC. . .. . . . . . . . . . . . ,�- .. .. . - . . . . . . 40 0 40 80 PH#216 Q CO . ..... .. . I . .. 120 /w c . : . �,__' (i -, "I ;11 - . �, 5 CONST . \__ � / I . ... . . ... . ... 1, 'I-, . . . . . . . . .. _�' CONSTRUCT �_J'UNCTION STRUCTURE NO. 2 PER RCFCD STD C9 , . / iip!!!! � . . . '� -.Zll' 11 . .. . ��Bj - " LAT F-L�50-n7 . . . . .. . () _,', ",_ )k . . " ,.� ll� // 11-1--i . ... . ... .. I I..I.___r___r .. . ... �421+4 . 1 � JS227 . / -�,�', ."� I I . . ..... . . . . . A 1, . . � �___ 0v 1 . ` I - .., . k . .......... ... 11 / . . 1 . . -1 7Z�� 11�9�1 I -1 R/W � ` -2057'10" . . 111L� . E I" - . ....... . ... c , , - , , , _-, 1 � _� CASING , / 18 py . LINE F -, _�� It '%Gi � f-, rl� , , � B IN SD . ........ .. , 1) 1) TR. "o -,�)STEEL CASING WITH 3" WIDE GREEN WARNING TAP � . I ,A, � / -___ . . . "I _ __ __ %%. . I E_ , - I � ___ 11+05-50 . .......... . . ...WTR. PLAN _ �3 IMPRINTED WITH "CAUTION BURIED STORM DRAIN" PER �, 11 ... , 00 . . ��U�_- / / 1 2 ___ ___ 1.� kp, 7, E __. - Bc 36 13+24.89 ,A, �A C) �-�, 0 '�, N J/ ; ..... -7 ,^ 1 11 3 -.-- 141- COUR,T EC 01. AIL 4 ON SHEET4� 9 ____ I 11 - I i. .%% . W. kp, e�p � -\ k.(-) _-� _� F %O 1. . __1 1-v 4< 11 - I-- - f i &O 13+41.43 LINE F , ,:� \ % - .1 . . I r, t,� ...." <0 - �0_ __ � - :�� ­_ i i .. . % , . � . i %� <IN 0 0 ly, a �.jeP4 P�_R qj�-;,A,j� ... ; ; � 4411 41411, -- /') cc _� i 11 -Z� � . I '' . - - ge g . I - i ? I AI - � - - _ , �� / / - - 1,r� 1� ___ _� I j �. \ , " \ p 01, W A (�� A �4 llp_E4 i q[ . __� _,_:- N I - � __j 8 . ___ I 1� R/w ... 1, (I .1 . ---' _;_1 ,>; 0 C-2 71s, LIJ i 11 BEGIN _140 S _> �%P\ U Uv ly V _____ �, I 1�_ 0 / - IR . 47 . cc --- 7 __ _­�, ; , , �, � - - - . . �c\ NJ N -V3 -7, . (n N , I/ . . _� __ - - __ _�� - I I 11.1 Vlj .01 - /�L z (� / . , ___ 4 - -I- --------. - \1 a, -A- YL . � � ... � ___ 11 ,_ 26-- ------­..--­__----- CIO tp P/L T 1-1 __ - �\ m 1-v CO i IV- __ I - __" �_ _---�-�-4 - _____t_ - I .. . I NOTE A 5' P/L I— . // k b . .. __ 33 ' . __ .. C,?- 5 - _____ __ - . '..... I . . 1. ....- _ ---..----. � I? - .. 11�.. %, , 1�1 , P�U.E� 0 .. . . .1 - a _.� .. . 45. - - . ... I%- .%. 1".. R:: . . . - rr . .... __. - - I �) 1. .... 11 %% _., .. .11 - 'A LINE E 58'. ... .. 44 . .. - - 1\ .. I 11 .% . ... . 4 ' 1� AT F- I . . . �(�� .... .1 . %. - _I __.____32' ONLY. CIO I . . .. - .. .. .... .... .4.-3 . . R/w 41 . . . 7�Al _ -1 __.� I.Lll- 0 . . 42 - -.* c� . . .. . .... . EC . ... . . . . ��D \ 0.5, q �.u-E. 0 . * i6 ' . . . 1;� ,� 16' ... . . . .... . .. )�- _� ...... ­ ­ ­ - --­ � f. 51 �� . . 8 t�) . . . . . .... A. C. PAVEMENT ST rN . . . . BC . .59 . I - --- - --- .. I . SEE SHT 6 . .. . LINE F ,�,,, . BC 2.0% 2.0% . . . - - _� . . - . . .. . . . . ij ,1.�. _ . - . . .. - .. ... . .11 . � . . . . ;' - 7 I - ­11_1�_. J�li_ il . . . r F-:11 = ­ � . . . gh-a - . .. . . . . - . . . LINE F - .. - 0) .. =1111 -- ---- �l _ .11 -m-, Fjp..�... _- � _I ml ... ;I -] ---- -1, . . . ­ilj�,�! - - ,-z:11,.d- I' a i I ,��, 13+00 .. . '5' �11 =�gj,g, g- - ." _�,,L*i�LJ 00 " g E J_ =11111 - ji J., 1�q �jql ; I.. �j I I i Z: - 0 ..: . . . - - I . PF , i _r, - . __ 1: _. li� � T � .__­.`,��Illifl� N�,__lm=� .�F ;1 I--- - I _��.,Iij 11 -_ . TAILS u � . . 1. 1' 1-11 I ill- 14 ill :!, 1---� - F�4 =j --L -1:11j - 1"111"Iti- -111 r .11 ."I:::. - -ill _;�, - � BACK I- -1 'p ., Ll 1 z':1 F., r I 11;-.1-11-11 --- m - - - - - - - - . r�ri4E .m.'ri'l - 'i -,, -­ _i: fl --I . - - - 11 ;I-iii ..... . "I �4 , F .1.1 __ '7 1- H4_ :: 1 . : --il 114 1 , . _! lj� , , _.Ll i 1:�l I - I - . . HE 11 . . - - .. - �11 '1� ., I _-, IF ff- 1 . . . . . . m.,-,1111 :-, I.. I . . .. . .. . 4' SIDEWAL" . ... - -- - -- --- 10--i'l ... 0 . .. .. .. . .. .. ,-,.---, - `�o . . . . - . . .. . .. .. . . ... __�'. ... ----- - ...... - TYPE C ry- . . . .. .. .... . . . . .. ... . . 4 . NTT_D___�� I TYPE �_ ... ......... . ..... . ... . . .. . . . (NIO BEAR I �A RADIUS LENGTH TANGENT NOTE 1­1 .... . . ... ... . ..BEG� 247 RCP . q C�B. NO. 7 ... . . B = 1.5' .. ..... . . . . . . . . .. ... �_ . . . . . . . . . . . . . p . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. 30 � 64' - - 5 1 � W . ... 1 37"W __ '��< LLj DI G ,"\-L._-E: R T . ...... C = 3.00 . . . . . . ... . W=7' , H=5. 62'5. 99' I 4" RCP , 6' I- 5 .... ... . .. .. . __ . . . . _1_N/1 1�1 . . O� ..... . . . . . .. .. . .... ... i - _­� - - Q� . . ; . . . .. . . I .- . . . . .... . ... .... ...... . ....... . . . . 2 __ 56 Q 38'28 " �­ I . . . . . .... . . . . . , -------- . �._ LO . . . . . . . . . . . . . . . __ __11 . . - DIAL TOLL FREE ... .... .E = 1.44 1.58 .... . . .. ... .. .... . . END 18 " SD . . A. . 3 .09 " w . 52.61 ' �_ 1- INE F 6c LLJ ..... . . . . . . . . . . 24'p RCP . . .. . . . . . . . . . 1-800-227-2600 .. : 'A .. . . .... ... ... . . . . . . . ... . . ....... ........... 4 6" 5� . R. 1 > AT LEAST TWO DAYS - . . . . . . . . . . I 1 0 � 9 1 ' LINE F 24 RCP .. . . . k___ cr. . . . . . BEFORE YOU DIG . . .. . . . ......... IF, .. . . . . 5 N3C22'45"W __ 53.70, __ . L = 2.34' . . 602 0 71 . SID i_: _... _., 5 L I 1­1 6 71 45',3 j 2' 87 - O�� 1_� __ - - - v-v- > - " UNDMMND sERmcE AuRT or somm cAmwA ; 7 N89021'51"E - TYPICAL SECTION - SECTION F-F __j ! - - 24,.�_� 2 3. 0-,_V/ 1 \ 18 " RC n � 8 -,.-- RC-. __� . . c� NOTE: - - SEAL -COUNTY I . ...... - z - . < NS - COUNTY OF RIVERSIDE SEAL -ENGINEER . - _7 ------- - _j , ; - __1 ___ . �, - -,, -\, - _ I CE UNTIL AN - - �%r4vlssj Z : TRANSPORTATION DEPARTMENT : a VES$Ifi. PLANWING g DESjr.N g CONSTRUCTION . IWT NO. 3139M-1 . rlv��!!) - . n --- 1;;4 . , I .. . HEET NO. 0 __ . : <.6- ��. I P u �_ : __1 - - ----------- ........... - t'.1% s oz, e_% 40810 COUNTY CENTER DgVE i - 1 P'6 Z� No. 45702 ' " �_ -rEMECULA, cAUFof"A 92W-4679 EENCHMARK : SEE SHEET 1 - 3_7 __ t-J - F-t l�� __ '-s -� . rri - - __4�_ _�E_ 9T1 5721 - - cw_1 _ -vt p = No. "I CONSULTING 951_676A042 - FAX 961-676,7240 - www,91W.com �, & 4/26/22 d&% 001 6013 STORM DRAIN IMPROVEMENT P! AN 8) EVENT OF DISCREPANCIES ARISING AFTER COLNTY � 3EC; * * - - 1w. Exp. 10 =0 - - 1� TRUCTION, THE PRIVATE . VE V ,ji: ALAN D. FRENCH DATE: * * Ln , & ,,, . - , _­ I , _+_­__r__ �111 � I I , I ; ! I i : I -i I a , L ..... .. .. I I I . I - I I __,_�11 � I I 11. I ___"___4_��� - / I ! I , , - ­ : ; . . . � - I - I � I 4- J ; - , - : i ; I I I i"A y ; ; . : - I : . � . - I 'i .� .'��r_, �T ; I , � 1�1 I .1 ,�. I L:4 ;,EL4z_ �_ " . .-I- � $ �`, ���`�' � � I 1_�- I i , l I . - c� : I I I . , , 'L� ` , - - - - , I a- � J _< " * I , - oi��� : ; ui : 1_1� i� L i i , ' L"' I 1�_11 , ' <1"e�0 F � , I zz_ _= I" i_� 11 i 0 .1 I I ! . - , I . . - . � , A - , , - !__4 -i ; , I �,N -4 9 I I, - / E3ec 18.1,21 � '01 v XV . LINE "F": 10+0M0 - 15+48-21 cr 15 ___ -_ . \1 PREPARED BY: JOHN D_ TANNFR fil - . NING Zl� E 20 CTICES, IP2000-03 BEC �/10/20 1111p �0 �jv: . R,CE- NO. L0132 - 10+23.03 9 H _ _±__ yj �/ __fER_....____-_ ( j - PLANS MARK BY r c k,L\ 1% LAT� F-115 S"I'A 10+00.00 :Z�c DATE - - 4 / X EXP. DAT ' - r___ . APPR �TDA TE - OF k Z�: -l!111111 . LAT, "F-2" STA 10+00,00 - 10+15.09 0 ENGINEER R E V I S I 0 N S ___ .;!S;�V,, ,(z4;, " c ;_;?�_ OF-ILSHEETS < ... ......... . . ... COUNTY RECOMMENDED BY-. DATE' t_�� __.. - ... L . ... DATE SCALE: FOR: a_ . - --- 1�. - �/'?*O W. 0- COUNTY . 7 H : 15'=40' - V: 1 "=4' --.,. FILE NO. .,_� . ........ ..... - t 969 G ± C) IN �21 C*4 04 0 - 04 1_� ?2 > 0 W ~ W ... (0 H J Q o W W. W Lt... 1 O= Q. >' H m Z o. z (n wH p W. Y. U.QU LU W Q 0g z.......' a v ...O wz 0 o.;�.p .. ci'— � w o'Q w IE I- .0U) Xm fl= < J©.d mom.. Z.wo....... ''.. Wa,Um�� TWO cn� �: H WHJ .E UVw=I-)V3U co WHU c0p..._Z �Z U w�0O_J�O>_L J QQJO' re W Y Q �a -Zo � L O LU �wU = zL) zUQ a m _ UQ mmLL wm az��Za zzz O�O`° .W-.40 w0O-m Ix aQcoQ U) Z. zHw p , > cn-N p �I� \ mzz.Q .... U)H U) J ss \. J- W.W ..� X UJ¢ o'. \ HwC,4 .. Q. Z)w jp'- ¢¢U U' U w. o= 6- Z) J �� o \� 0CDwa p. .u..Hocn=.� r— Q Z CO of of Qw Q �n.QUm- Jz... '-p���.LU w' w . H U0�.cn 5a....Q}.mIL=Q J Q Q Q m z Z U' J O F- ¢� uj >... acnm Xw WOQIxaO 2 W J. Z W ¢ a=Ozz Op Y�� cn ¢ W N. .... CO > II oU Q}U v o LU.vas Z ,.` Cl) Cl)LU ..... m~ IL 2pF- ~ Up w.....W� ..... . O Cl) QW Z. Z) CO OMYW CO H p w 0 Jm.O Q Z . Q�DQQVwU� .F- W mLLJ•0 =. ZCnam m �W2�(Z o'IaaW Qm0 z W'wwa... ...zz (0zJ�¢n m. a. 2 W... J m co LU LLJ . 1 �U(n rn v�v. ¢Z _jw uw ¢ w � \ \ LL a¢� pw C0 a w ¢U¢ \ off} Z�U \-III��,�QW. _�. Ow \\�\LU�� QW Qwcn a� Z m ".z_.J ..O.�,'a�Q (n W g..... ~__. l 1.w .00 o�U `gip Q X�XCOP) Q-�. V ...... W .Q H Q APPROVED BY: .ofE;E' " COUNTY OF RIVERSIDE 0 DATE:..05/01/07N..CE13728 DIR OR OF TR PORTATION �''"-0B �A. UTILITY . . ... ..+l CIVII Pt . GEORGE A. JOH ON, RCE 42328 ' °.l".° TRENCH BACKFILL REVISIONS REV. BY: APR'D DATE REV...5Y: APR.'D DATE 8-77 12-97 1 4 4-90 2 .. 5 STANDARD NO. '818 11-95 3 6 C ING SIZE NO. ANNODES (TOTAL) NO. ANNODES (EA. END) 34"Aj LF 4 ANODES 2 ANODES CASING SI ANODE LIFE 34"-42 LFN 26 YEARS CASNVG 1 /8" THICK FIBEGLASS 12" SIGN W/ 1-1/2" LETTERS\ GALVANIZED STEEL SIGN POST 0 �Z iL w� w�WC>ul C:) Ldl 3 � # 0 < Q Z C. F5 \ 0 G X/, .W.R. SIGN POST NTS I AREAS WHERE NO CURB OR BERM EXISTS, OR THERE IS c ON ROLLED CURB AND GUTTER, INSTALL ONE 3" A GALVZED STEEL POST (PAINTED WITH VISIBILTY OSHA T YELLOW) T ONE CORNER OF CONCRETE PAD ON TRAFFIC CONCRETE PAD SIDE, IMBE OST IN 24" OF CONCRETE 2' BELOW GRADE ST T 3' SQUARE X AND EXTEND 'ABOVE GRADE MARKED CP TEST 6" THICK IN UNPAVED AREA ,,CAUTION CAUTION CAUTION CAUTION> ONLY BLJLRIED CATHODIC PRO T ION L INE BELOW- BUR IED CATHOB I C PROTECTION L WARNING TAPE: POLY YLENE, 6" .e WIDE, APWA RED, IMPRIN CONTINUOUSLY WITH: CAUTI ,BURIED CATHODIC PROTECTION LINE B OW IN [D to Cq STEEL CASING SCHEDULE NOMINAL MINIMUM MINIMUM CARRIER , CASING WALL PIPE SIZEI SIZE THICKNESS 2 4" -30 D �" 71 36" 1/2" 3-INCH WIDE GREEN DETECTABLE WARNING TAPE 0— STEEL CASING. CARRIER PIPE JOINT BELL. 3\-- — CARRIER PIPE. 4\- STAINLESS STEEL STRAP. 5 3' LONG 4"X4" REDWOOD SKIDS FOR EACH LENGTH OF PIPE, BEVELED AT BOTH ENDS, SKIDS TO BE STRAPPED IN PLACE 3' FROM EACH END OF PIPE. NOTCH SKID TO SEAT STRAP. STRAP SHALL BE 316 STAINLESS STEEL. \- 3' LONG REDWOOD FLOAT BLOCK WITH 4" MIN. WIDTH. BEVEL AND STRAP FLOAT BLOCK THE SAME AS THE SKIDS. 7 NO, CEMENT SLURRY 1. SIZE AND THICKNESS OF CASING SHALL BE AS SHOWN IN SCHEDULE. FOR LONG BORES OR SPECIAL SITUATIONS GREATER WALL THICKNESS THAN SHOWN IN SCHEDULE MAY BE REQUIRED. 2. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL -CIRCUMFERENCE. 3. CARRIER PIPE SHALL BE PRESSURE TESTED PRIOR TO SEALING ENDS OF CASING. 4. EACH END OF CASING SHALL BE SEALED (LINK SEAL OR APPROVED EQUAL BY DEPARTMENT OF WATER RESOURCES. 5. BACKFILL FOR CASING IN OPEN CUT SHALL BE PER COUNTY OF RIVERSIDE STD. 818 6 STEEL CASING TO BE EPDXY COATED FOR C❑RR❑SI❑N PR❑TECTI❑N STEEL CASING DETAIL NTS - CHRISTY '5 TRAFFIC VALVE Box 5 LEAD TERMIN BLOCK "BIG FINK CP TE5 STATION" BY CDTT MAN CTURING. BLUE IN [COLOR \\\\ VI. - STEP 1 FILE SURFAc TO BRIGHT METAL A CLEAN BLACK WELD --CAST IRON\\/ \\;� \\\� �\\\\\\\� STEP 4 TRAFFIC COVER CP T MARKED "CP TEST" SEE DETAIL LEFT \� 3" SCH. 40 PVC PIPE 2' 1 2 #4 AWG HMWPE ANODE N0. 8 HMWPE (HIGH DLEGULAR ST M HEADER CABLE WEIGHT PDLYETHYL E) COVER NOTES: DRAI D '1 STRANDED COPP LEAD WIRE ON ROUTE ZINC ANODE HEADER U G 6E R T A #4 HMWPE C MON HEADER CABLE TO TEST STATION CABLE AT EA END OF CASING. EXAM TOLL FREE DETAIL 1-SOD-227-3500 AT LEAST TWO DAYS BEFORE You DIG CASING CORROSION PROTECTION* s UMXRMM SERVICE AEW OF SDIJiFI N CNFOM NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTAB I LTY OF THE DESIGN HEREON. . IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSABLE FOR DETERM111ING 1 j VE 4/29/20 UPDATE TO CURRENT STANDARDS AND PRACTICES, I AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY LOATE FOR APPROVAL BY THE COUNTY. ENINEER R E V I S 1 O N S PER AT GRADE TEST STATION PER 7 QROFESS/ — O ONq OR A.,��9.1��. DELTA 1 REVISIONS PREPARED .BY .KWC. ENGINEERS INSULATED SPLICE c1l) %' I P200003 ... . w No.64803 m "SCOTCH �0—.8.1" OR Exp. 06/30/21 ` 8- 2 0 2 o EQUAL * * VICTOR ELIA.. R:C.E. #54803 DATE `t�gTF CIVI�FO���P Victor.Elia®KWCENGINEERS.COM 2"x2%60" 60LB (130 LB BA D) OFCAL\ 41391 K.a'lmia St. Suite 320 Murrieta,.. CA. 9256.2 HIGH PURITY ZINC ANODE GGED (951) 734-2130 IN CALCIUM SULFATE AN BENTONITE BACKFILL W 8 FT. OF N.T.S. * TYPICAL FOR EACH END OF CASING / COUNTY OF RIVERSIDE SEAL -ENGINEER ER TRANSPORTATION DEPARTMENT ILikFESS APPROVED BY No. 45702 m o Exp . 12/31/ 10 Do7-f � I �`�.+ No.60132 r" C j Y �� ti -ft ALAN D. FRENCH BA � Exp. OB/30�tQ p4'a' 1' 003 BEC 9110/20 E OF C A��� WPR. DATE RECOMMENDED BY: DATE: COUNTY WATERTIGHT CONNECTION - ^0 REMOVE SLAG ALLOW 6 FT. MIN. SLACK FROM CONNECTION WIRE LOOP (TYP ALL WIRES) iRISTY G5 44 7 STRAND CU WIRE IN HANDLE STEP 2 STEP 3 GRAPHITE CO R STARTING P DER METAL PO ER METAL C � W GRAP E MOLD STRIP INSULATION CAB FROM WIRE HOLD WELDER FIRML WITH OPENING AWAY FR OPERATION AND IGNITE STA NG POWDER HITIMINOUS CAP �\ STEP 51 STEP 6 . APPLY COATS PRI R AND COV CDNNE ION WITH PRE- RME WELD CAP !AFFIG VALVE BOX ACCORDANCE WITH ASTM B-8, WITH NOTES: STEEL ASING HMWPE INSULATION COMPLYING 1. WELDER SHOWN IS FOR HO ZONTA SURFACES, FOR VERTICAL WITH ASTM D-1248 GRADE E5. THE SURFACES SIDE WELDER IS QUIRED. COPPER CABLE SHALL BE SURFACE PRINTED 2. ALL WIRE WELDS SHA BE 6 INCHES ART, MINIMUM. BUS TERMINAL GLEAN ST WITH WIRE BRUSH WITH THE CONDUCTOR SIZE, THE METHOD ND GRIND TO BRIGHT METAL MANUFACTURER, AND "HMWPE PRI O O WELDING. ATTACH WIRES TO CATHODIC PROTECTION CABLE". 3 . REMOVE EXISTING OAT I NG AS REQUIRED DM PIPE TO PIP U SING EXOTHERMIC WELDING NO SPLICES PERMITTED. FACILITATE I NSTA AT I ON . CLEAN STEEL BY RE BRUSH METHOD DCESS IN ACCORDANCE WITH ERICO AND GRIND TO BR T METAL PRIOR TO WELDING. INSTALL WIRES ENGINEERING SPECIFICATION A USING THE EXOT RMIC WELDING PROCESS IN ACC DANCE WITH 160-AD5. GOAT EACH WELD WITH A SACRIFICIAL ODE CONSISTING OF 60 LB. (130 ERICA ENGR. EC. A160-AO5. LB BAGGED) PURITY ZINC ANODE BAGGED 5T ROYSTON "HANDY CAP" NO. 2 WELD IN A BACKFILL O CALCIUM, BENTONITE AND 4. ALL EX P SED METAL (STRUCTURE, WIRE, & WELD) LL BE COVER AND RESTORE PIPE COATING IN GYPSUM, WITH NO. HMWPE LEAD WIRE. BURY COVERED TH 2 COATS OF PRIMER AND AN ELASTOMERIC ELD CAP. ACCORDANCE WITH SPECIFICATIONS ANODE IN HORIZONTAL OSITION. SATURATE D nCO } N O BRASS TAGS (TYP) EACH ANODE WITH A MI OF 20 GALLONS OF DETAIL o TAIL WATER PRIOR TO BACKFILL XOT�IERM I C WELD s STAMPED A5 SHOWN o N.T.S N CASING TEST STATION - N.T.S. — PLANNIME3 ■ DESI®N 8 CDNOTRUCTIDN 1 ■ ■ 40810 COUNTY CENTER DRIVE TBNECULA, CALFORNIA 92591-4679 C © N S U LTI N S 951.676.W42 • FAx 951.676.7240 . wwwFSF-oomBEbKkMA%: SEE SHEET I PREPARED BY: JOHN D. TANNER III R.C.E. NO- 601�2 EXP. DATE: DATE: 4go SCALE: - J 0 I �i TRACT NO. 3E'�9WI -IP- "r""'"' IP-200003 SHEET NO. COUNTY OE F TV 0E 9 a O SCHEDULE "A" Z STREET AND STORM DRAIN IMPROVEMENT PLAN _ In a DETAILS 9 N ¢� FOR: W.C. COUNTY FILE NO, AFiA C DESIGN CRITERIA CODE: CALIFORNIA BUILDING CODE - 2019 EDITION LIVE: HL-93 SEISMIC: PER GEOTECHNICAL REPORT DETAILED IN FOUNDATION SECTION BELOW. GENERAL CONDITIONS 1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES. 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. J. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS, OR DETAILS WITHIN THE DRAWINGS. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE, AND PROCEDURES. 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED BUILDING AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND SPECIFICATIONS. 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. FOUNDATION 1. FOUNDATION DESIGN PARAMETERS PER GEOTECHNICAL REPORT BY ALBUS-KEEFE & ASSOCIATES, INC. DATED NOVEMBER 15, 2021: A. IBC SOIL SITE CLASSIFICATION .............. D B. LATERAL EARTH PRESSURE: + OR Static scismIc Total Component Component Force Earth Pressure Values 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED STRUCTURAL FILL. STRUCTURAL FILL IS TO BE COMPACTED TO 95% DENSITY PER ASTM 0-1557. CONCRETE OR MASONRY ANCHORS 1. MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG -BOLT 2 OR SIMPSON TITEN HD ANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD. 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD. REINFORCING STEEL 1. REFERENCE STANDARDS: ACI "DETAIL MANUAL" AND CRSI MANUAL OF STANDARD PRACTICE. 2. MATERIALS: A. REINFORCING STEEL: ASTM A615, GRADE 40 FOR #4 AND SMALLER ASTM A615, GRADE 60 FOR #5 AND LARGER B. WELDED WIRE REINFORCING: ASTM AB2 AND A185, Fy = 75 KSI 3. LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED BELOW, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS OR HOOKS BARS (90 OR 180 DEGREE) AT THE END OF ALL HORIZONTAL REINFORCEMENT IN WALLS. REFER TO NOTE 6 FOR BEND REQUIREMENTS. BAR SIZE MIN. LAP LENGTH #4 2'-6» #5 3'- 0" #6 4'-6" 4. REINFORCEMENT COVER: FOOTINGS 3 INCHES TO EARTH 2 INCHES TO FORMED SURFACE SLABS 2 INCHES TO EARTH FORMED SURFACE: EXTERIOR FACE 1% INCHES, #5 BAR AND SMALLER 2 INCHES, #6 BAR AND LARGER INTERIOR FACE 3/ INCHES FOR SLABS AND WALLS 1% INCHES FOR BEAMS AND COLUMNS 5. REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. (ACI 318-14 26.6.4.1) 6. REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS (PER 25.3.2) Ob = BAR DIAMETER 135' BEND-� 1 MAX 6 MIN. BEND DIAMETER FOR TIES AND STIRRUPS: D = 6*Ob 1 90' 120b FOR #6 THRU #8 3"6 b BEND OFFSET FOR STIRRUPS & TIES 1BO, D BEND 1� 1 N � co 90' ,BEND �` { ��` I 1 ' 4� E• I r `} '� 5{ ' 1L _, - or 1MIN. BEND DIAMETER MIN FOR REINF. BARS FOR REINF BARS: r . � t•L .r � Y. ,�d k�.rl -i}'rr rih} ifV' fr"S'r.•,. _J'iI1 Ek=iy11 SiJ'Lwimmum D = 6*Obf, y • STRUCTURAL STEEL ■ C&,'f'RA; :.I5;,f T^1, C 1,�j, . :................................................................4.. ''i' ES (LEAN)......................................................................................... S,� u pS "CODE 1. REFERENCE STANDARDS: LATEST EDITION OF THE AISC OF STANDARD I G1� 'fti T �x''4 �#[ �� T i M T.Q G 7ti;,(. ��;; i C ;Q?;r,4): ,. epy w[IC,HT, PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 2. MATERIALS: FZ f'y`Jr,.! ,4 1 y.., , , , , y . , fS L'�SL. riit '4};,,1,!� Y�11il.i 5�r1i�1 :. 1 . � I�� r,r;Yri l;' lr l}h' U'xJ�131 Or? L: i[] l E.I ! Lo N .�1. f}i i3T} r�y.r•. L` ij r•4:• SL f a r rikl1 n ['r ?rP,• BOLTS: STEEL TO WOOD - ASTM A307 NI <.0! STEEL TO STEEL - ASTM A325 5. "ciM'LY '�H ,�1x30Ftir ki!!}tiL. !,P:r'.- d.%EEir ;Fig ftiV;,d' ,-,F 'FSrA.rC; STEEL TO CONCRETE - HEAVY HEX HEAD ASTM F1554 GR. 36 {`• } 7 r f�PR fil rr. I ` I ! rl 'f, rr h!� 7[ r.t 3' T{� "r+ T• i 1 1 , '4 r 55 r ` � ti I � t rf � ! I Tl r'i L 1 j 1. fi' Ili 1iy APPROVE 4„ L.✓ I [{; rho L t��;_ irk 1;N 4�r r,,, L,, t rSYr �,� t .� LL L• WOOD TO CONCRETE - ASTM F1554 GR. 36 �l r� I -Y -• r i -• J� 1 r^L x CAN .�'� lr�: riyl A DENS[ �+L�rKA L4. 0'i *1'jvrl CAN F-E P ACCD 1 �r,r err r r- W SHAPES: ASTM A992F ( y PSI = 50 ) A v Li M l;ifr i N f h Lwi!'4C Lr ilrlPf�� riL;r }riILkf. ,000 Q TUBE STEEL: SQ/RECT - ASTM A500-10, GRADE B (Fy = 46,000 PSI MIN) "' 61 �''�,M, L,' W� 8 ACI -30. F-'J� FLA% E��xN1. ��P0".r'LL A �{� ).NCH C'iIAMFE.[ AT AL!ROUND - ASTM A500-10, GRADE B (Fy = 42,000 PSI MIN) Ex,"OSED C,0ii��,_'RLTL ED:�Es, 1hD!CA iD 0?kI DRA4S ALL OTHER STEEL: ASTM A36 (Fy = 36,000 PSI) F CD LO F- r .. �/ k. ! fS �� ' LL F, ,,.{' t'r: 'f' f-' F Y' O tiif5f4 rT_.��# i;friF 10 �r t i'�I�.r4�. J �Y'_'X n%�'�� ��Ai�,4 iD .CIS �#ik T STRUCTURAL STEEL WELDING � L3`.N` rr {' 11f L+ IFFS� `, AA' _ f �`,, l _ l+_ L ,SF SLUMP. 1}lf'Si�..i'0M 54. OMP MA :r } F II1IC k"Al 5i D li 1 i » iF 71" S1 1. MP Ij do TrSX; 1AI-1,1 i;Y FpOkl. 'jE 1r'JCK F1 ! 1 1'0 BEhNG PUMP - iN10 aACE. 1. CONFORM TO THE AWS CODES D1.1 AND D1.3. USE ONLY STATE CERTIFIED WELDERS. I r d tS. nr rr rT i ,r• r5 r• r - r r 4• L.L.�Lk-FfAIL�J SLR f i r-.0 _ r?� �iirsL T}i � X lif SE t�tifwit'L ICI B' � SI; ,�.Tr.#;_,,,r}�1 2. USE DRY E70 ELECTRODES. Lj w m: ADmi. I L`RFS. 3. WELDS ARE TO BE % INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN o z I 3 LL€ "• I 1 T f" f, r•, t +1 ar'T r h T'-� F �, { L , ti.t.. r,,, 1.1 M'r L Y .- � H A i-- 3'�J.}�"5 r {fi ~� ACl. 1.iFN �. i H 1 �� A. HCE.'S AN!" A .I ...3.i6 � �{rti THE DRAWINGS. Ln z �'4.A-.A.Mr.1•i I ilY �vvYl} f[i_` I ?L.fk � I<r 0 tx a G. Rr�E7 , r . �r err f ; hr r� 4 �S r ,"' 7 14 IS'--. I Fk;F 1'TJ7 �'}1i J7 L� I, i4r ARCi i .-1rU fiL DR ,NJ 1 CP L.ON."PL 1L �-N i;. 1'SL_ L.J�J L•�+NCR I_ i.l.t S� fin'!r f1 La,�s1 A �I!G. r'O �•401-} iiJ r•1' -. 4r r Lt-' r•�5i1 .f h•• r`F� br• y J, �• 'I�L , Ni"R!" ,4-�'{IL.� f5 L1i i �1{I �•{f5['� I '. �� .1{F = .1.i i ,. �i A! � �.k��il.'RE 'r. E ��r ���r �. . I-� L AR fS I-I..'S. U i< O > r U L 1 11) IT Q o Q � SHOP DRAWINGS AND SUBMITTALS 1. SUBMIT LAYOUT DRAWINGS IN PDF FORMAT FOR REVIEW OF: A. REINFORCING STEEL B. STRUCTURAL STEEL 2. SUBMIT SPECIFICATIONS IN PDF FORMAT FOR REVIEW OF: A. CONCRETE DESIGN MIX B. CONCRETE INSERTS SPECIAL INSPECTIONS 1. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT, JURISDICTIONALLY APPROVED AGENCY IN ACCORDANCE WITH IBC SECTION 1703 AND PROVIDE THE DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON COMPLETION OF PROJECT. 3. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL INSPECTOR. 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN THE SUMMARY OF SPECIAL INSPECTION. STRUCTURAL OBSERVATION TWO STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD ARE REQUIRED FOR THIS PROJECT. OBSERVATIONS ARE TO OCCUR: 1. PRIOR TO EACH ELEVATED CONCRETE SLAB POUR. 2. BETWEEN THE FRAMING OF THE SECOND AND THIRD FLOORS. 3. AFTER ROOF SHEATHING IS IN PLACE, PRIOR TO DRYWALL INSTALLATION. THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATIONS. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. JOB SITE SAFETY THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, SUB -CONTRACTOR OR ANY PERSON ON THE SITE. F i C e L 8k 4' L J a} _ La.J o; _j _ , x L� x L.L. ¢ r.>• � WI EL, TYP i 25k 25k (HL---93 DESIGN TRUCK: DUAL TANDEM) 14' 14' TO 10' WHEEL, TYP 32k 32k (PER AXLE) (HL-93 DESIGN TRUCK: HS--20) DESIGN LANE SHALL CONSIST OF A 0.64 KLF UNIFORMLY DISTRIBUTED OVER A 10'-0" WIDTH. THE DESIGN LANE LOAD IS APPLIED IN ADDITION TO DESIGN TRUCK OR TANDEM. LOADING DIAGRAM SCALE = NOT TO SCALE SUMMARY OF SPECIAL INSPECTION ITEM INSPECTION REQUIRED REMARK MONITOR THE INSTALLATION OF PILES AND LAGGING; CONTINUOUS INSPECTION GRADING AND EXCAVATION REFER TO GEOTECHNICAL REPORT VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF FILL; CONTINUOUS INSPECTION VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION REFER TO STAMPED MIX DESIGN BY DCG PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; CONTINUOUS INSPECTION REFER TO DRAWINGS; NOT REQUIRED FOR SITE -WORK CONCRETE CONCRETE VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY, CONTINUOUS INSPECTION REFER TO DRAWINGS TYPICAL - 4,000 PSI PERFORM CYLINDER STRENGTH TESTS PILES (LEAN) - 500 PSI VERIFY PLACEMENT, COVER AND BAR SIZE; PERIODIC INSPECTION REFER TO DRAWINGS REINFORCING STEEL VERIFY GRADE; PERIODIC INSPECTION ASTM A615, GRADE 60 VERIFY MEMBER SIZES AND PLACEMENT, PERIODIC INSPECTION REFER TO DRAWINGS STRUCTURAL STEEL ON -SITE WELDING PERIODIC INSPECTION OF FILLET WELDS 16" AND LESS EPDXY OR MECHANICAL VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO DRAWINGS OR FIELD DIRECTIVES ANCHORS ABBREVIATIONS: A. BOLT ANCHOR BOLT ADD'L ADDITIONAL A.F.F ABOVE FINISH FLOOR ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURAL BLKG BLOCKING BM BEAM B.0.0. BOTTOM OF OPENING BTM BOTTOM BRG BEARING BTW BETWEEN CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE COND CONDITION CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DIA DIAMETER DIM DIMENSION DL DEAD LOAD EA EACH EF EACH FACE ELEV ELEVATION EN EDGE NAILING EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR FG FINISH GRADE FLFR FLUSH FRAMED FLR FLOOR FT FEET FTG FOOTING FRT FIRE RETARDANT TREATED FS FAR SIDE GA GAUGE GALV GALVANIZED GLB GLUE LAMINATED BEAM HDR HEADER HGR HANGER HORIZ HORIZONTAL HT HEIGHT I.F. INSIDE FACE IN INCH LL LIVE LOAD MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS NS NEAR SIDE NTS NOT TO SCALE 0. C. ON CENTER PARA PARALLEL PERP PERPENDICULAR PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED RAP RAMMED AGGREGATE PIER REINF REINFORCING REQ'D REQUIRED SCHD SCHEDULE SEC SECTION SF SQUARE FEET SIM SIMILAR SPEC SPECIFICATIONS STD STANDARD STL STEEL STRUCT STRUCTURAL SW SHEARWALL THRU THROUGH TOC TOP OF CONCRETE TOF TOP OF FOOTING T.0.0. TOP OF OPENING TOS TOP OF STEEL TOW TOP OF WALL TS TUBE STEEL TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL W/ WI TH WF WIDE FLANGE WHS WELDED HEADED STUD WTS WELDED THREADED STUD WT WEIGHT WWR WELDED WIRE REINFORCING SHEET INDEX: S1 - GENERAL NOTES S2 - BRIDGE PLAN AND SECTION S2.1 - BRIDGE PLAN AND SECTION S3 - CONSTRUCTION DIAGRAMS S4 - DETAILS wLLJ _ w (D w o CD w J V) W O J J z C) > 1<¢ §' LL z Z V) CD� w N LLJ��� w CO O W ~ C) cn z U z OLd Z = � O U x W z z Q W �Cmc� LLI �_�`` Q V) CD w o z¢I= Qc U ~ o oof Q Ld - o ID J m (oo_n � Cj:f ¢_ (n w = I- W J ~< L af z z = ,D CD_ o ¢Q!f LJ Q Q CDJ z CD= o m ¢ N Oz=DCD � F_ �o�F-: Q N Clof r ¢ J 0 \ o�QQ o r1r% LL 0 O zz¢ f a �¢ Lod z��z V)¢ m CD = E LU z Go N 1? N O > O o Q >a N O > pm Lo M N CO co N iEi O O = Co N rnCoin a FLssioN 5114 l xp. 6/22 JCC?-F��� 11Z' 3 U� LL] LL] 0_ (J� LL] Q LL] O > z� LL] Q Y O LL_ 0!� O O LL] 0!� � z m LLj CD z 0 z D 0!� O U (a_ ( ) CLIENT: KB HOMES DESIGNED BY: DV DRAWN BY: BV CHECKED BY: MS DATE: JANUARY 19, 2022 SHEET NUMBER: S1 .Z 2 2 2 2