Loading...
931k_ss GENERAL NOTES IN THE COUNTY OF RIVERSIDE WORK TO BE DONE 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST _,�' TRIPING DONE ACCORDING TO THESE PLANS. THE CURRENT **county/city** IN - TRAu4r� T '��` IGNING AND PLAN STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF EDITION. THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL ("GREEN BOOK"). BE INSTALLED ON 4"'X 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED T R AT 29320 a ON THE PLAN, PRIVATE ENGINEER'STO CONTRACTOR 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED, STENCILS FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND a NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES, INSTALLATION OF SIGNING AND .Y - l.. STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED NHARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION.,.�..-.-~�- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR COSTS BORNE BY THE DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. <s4 LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A PLAN. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY --- STRIPING, RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH I , _ SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO "EXPRESSWAY" OR "ARTERIAL" CLASSIFICATIONS ONLY. 1 EL C ";` X LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL SIGNS ANDA�r MARKING NOT SHOWN ON THESE PLANS AS DEEMED NECESSARY BY THE COUNTY TRAFFIC t ! ? Rt�L ' ` SAM, 11 TN COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT ENGINEER OR COUNTY INSPECTOR. ;` < � %%` � i r.� LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. e ' C 00 COUNTY OF� { fr t {[�`j//�{ RIVERSIDE PROJECT C� //�/�j BOUNDARY r a. i r i SECONDARY AC�ESS ROAD CAMPBELL RANCH ROAD i '' ( ) t ` L___rt . PRIMA Y ACCESS ROAD t - (cAMTBELL RANCH ROAD} ROAD ' �� t _ �" �; k t f ASC kA RD INDIAN TRUCK TRAIL; ; a-- >- CONSTRUCTION NOTES & QUANTITIES BY CONTRACTOR BY COUNTY GLEN IVY -N- ��� ���.-`. -� rv,_�.�.:'-`� .., --- � APPLY O T I ITE STRIPE W HOT SPRINGS, � � DE PALMA ROAD PER CALTRANS STD. PLANS NO A24E 130 LF (FUTURE) � PERLCALTRANS STD. PLANSO NOLA24DD1 LF VICINITY 6 /� �`} 3 INSTALL STD. SIZE SIGN AS INDICATED 5 NO SCALE V I I N I TY MAI' I PER CALTRANS TRAFFIC MANUAL CHAPTER 4 EA APPLY THERMOPLASTIC DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS 44 LF 600 300 0 600 1200 1800 CALTRANS STD. DETAIL 28 TOWNSHIP 5S, RANGE 6 NOTE: STOP SIGN (R1) CAN BE ATTACHED TO STREET NAME SCALE 1"= 600 SIGN WHERE P SSIBLE. ALL OTHER STREET SIGN CAN BE SECTION 1 , 2, 1 1 , 12, 13 OF SBM ATTACHED TO STREET LIGHT POLE WHEN POSSIBLE. t NOTE: 'PROJECT WOK CONTAINED WITHIN THESE PLANS MPERMITUBOUNDARY DARY ENCROACHMENT ANDfoR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for CAUTION: accuracy and acceptability of the design hereon,in the event of discrepancies arising after county approval or during construction, EXACT LOCATION OF EXISTING the private engineer shall be responsible for determining an UNDERGROUND FACILITIES IS accepptable solution and revising the plans for approval by the UNKNOWN, CONTRACTOR TO PRELIMINARY county. VERIFY IN FIELD, NOT FOR CONSTRUCTION Underground ice Alert SEAL COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: TRACT 29320-3, I.P. 020161 SHEET NO. � sFEssroy TRANSPORTATION DE TMENT �a5oFEss� CA TY ENGINEERING GROUP, INC. IN THE COUNTYOF RIVERSIDE, C FORNIA 0 9rAPPROVED BY: �v �s s CIVIL ENGINEERING PLANNING SURVEYING DIAL TWO WORKING10L �y 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE INT CT SIGNING AND STRIPING PLANS BEFORE DA c TEL (951) 683 — 5234 FAX (951) 683 — 5301 YOU DIG YOU DIG w No. 33950 rn FOR PoRTa c ENT RNERSlDE coUNM c uroRN DATE o c as�3 � OF- DATE a Exp. s-30-06 K ED A MAN Exp" 09-30-a5 PREPARED UNDER THE SUPERVISION OF: R.C.E. No. 50993 SYCAMORE CREEK S TOLL I® 0 ®227-2600 CIVIL EXP. DATE: 9-30-05 A PUBLIC SERVICE BY CIVIL s �� SCALE: AS SHOWN UNDERGROUND SERVICE ALERT DATE BY MARK APPR DATE Sj�TF 0E 0 ` OF`~� RECOMIENDE BOYIe EN INEER(NG hDATE ��T 0 c��`�Q� DATE - DECEMBER 2004 FOR SYCAMORE CREEK W.O. 1236-001 COUNTY' ENGINEER REVISIONS COUNTY THOMAS S. LOVE DATE: FIDE No. •-------�---_ � _ . U� Y �---------- A LRNCff —__ ------------ (OPM SPA t f € 3 R1 (OPEN SPACE) p w ! 6 70 71 72 4 75 76 77 78 79 80 81 82 88 84 85 88 87 88 3 � .'aa'4'M f r 3 R7+TY "N" 89 '' i -12 17 18 0 Orin PINEC 36 " I ; t i P " ; 28j } O, 3 ' [ RAW �`, -- 66 50 58 � 48 45 25 r ,FF - - - _ 48 (} #p 85 j" { f f ( k _t''j} + "..-,.»..,-..._,..._...--...—......... "., ; fl j�} I t 3 3 2 Cd 3(!.. 69!t i FtfE j 7 333 77 76 75 3 0 I f a j, S i( f {f 74 t# f 'I ;r` 0 64 g 4 Gam//7 2 41 1p 32 61 21 1 11 63 48 28 iH Z13 53 1 31 t li 1 � 1 t� if 40 1 .' {`3 -R-. --2-9 3 2 0 si J�i �_,82 S 2 v 5 4 _ � �. ` . , _ f 3 .,.,.,.W_.w_..M.......---,....-u..._._....-.........,,...-y{14 2 6' !�2 ' � dl ? it. ' i t - _..V/ 1f5/ . J rr i ^," �,r 80 67 81 51 3711 / ;0, 3 '. 1 � 20 2!! i 71 A �, �j+ � �.✓"""y�� 1 �...._.-.' `F r 12 ( ..�. ;'r 't ....}r t - •^"'` k 3"3 `t� ! 7jµ7.t t e l -7 f r� i/d°�"r"... " -, ., y `".-,.,�„.^4,.,,,:,,�n.,.~;_-.�'`�'�'. ✓`., ,`�„.. ,,,y,,`"+,`.,'ti"i'`*f4:.�''�"^'-�}„..','.' i' f,ur q d r,,r' /,✓p'” »�' /3# +l✓ f3t?' f {1 t .r r^'-'`� C......r \t;l�'+,t'+1'.4t�,;" `*•.L,` a6 6Y ^— \0� i / 40,00 ;yVt35 1 ' ? -104 x 19 },. `4 ' r 15 84 14 17 : aF brs � � Fif 1 f j �! } 1 �`�,'b.�,.. '' `'`. ,r✓"`f 2 r`'y Z �`-.� 18 IN $ r"''� ,�; .�,.,, ',`. a ',�i t j` �,'f�w` � PARK 4j/j�'���/,'J y�y, ,».. ' ..L .L 1Z Ll1 .[.6.LJ ��"' ��`� �~' f 4 x 1 { €` if t{,r' '; .., S t 1 r, � ` `'`Z, '"`��, .{ %..�',° O 4 '4-.:=.:...»..�....„,✓r r'" i, r c-i \A ��" ' ,^� o P P' „I`t'. u. .. 1i;_ +1 ""f I +, t + �',�`'vl d ': '� ` + o � 7 "°, f" 'i d' y.✓ 49 26 �t 25 if 100 \f NOTE: CONSTRUCTION DOTES LEGEND AND AB REVATI N , WGRK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN � APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE RIGHT OF WAY........................_.................................,..............................,....»......,.:,...........R/W PER CALTRANS STD. PLANS NO A24E LOCATION OF SIGN . --�-- ENCROACHMENT PERMIT AND f OR A 2 APPLY THERMOPLASTIC "STOP" LEGEND .................................... GRADING PERMIT HAS BEEN ISSUED. PER CALTRANS STD. .........................PLANS NO A24D TYPE OF SIGN-- R1 The private engineer signing these plans is responsible forINSTALL STD. SIZE SIGN AS INDICATED 60 30 0 60 120 180 accuracy and acceptability of the design hereon,in the event of CAUTION.. PER CALTRANS TRAFFIC MANUAL CHAPTER 4 discrepancies arising after county approval or during construction, EXACT LOCATION OF EXISTING APPLY THERMOPLASTIC PDETAC DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS SCALE 1 60' the private engineer shall be responsible for determining an UNDERGROUND FACILITIES IS28 acceptable solution and revising the plans for approval by the UNKNOWN. CONTRACTOR TO PRELIMINARY coon}y. VERIFY IN FIELD. NOT FOR CONSTRUCTION Underground Service Alert SEAL COUNTY COUNTY OF RIVERSIDE SE --� �� BENCHMARK: TRACT 29320-3, I.P. 020161 SHEET too. TRANSPORTATION DEPARTMENT QEESSIJ111111111111 Im C T ENGINEERING GROUP, INC. IN E COUNTY OF RIVERSIDE, C ORNIA QR°FESS!®'� APPROVED BY: o @� S.slu MM CIVIL ENGINEERING — PLANNING — SURVEYING DIAL TWO W®RK(ND4 �® �. °�' ��` �`�� .r° c°� `�� ��" �`' 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE INTRACT SIGNING AND STRIPING PLANS BEFORE DAYS , I c� TEL (951) >83 — 5234 FAX (951) 683 — 5301 LU No. C 50993 t YOU DID YOU DID No. 33950 � FOR sPORtnra ANT R ISE c<wNM CALiFORRIA DATE Exp. 09-30-05 SYCAMORE CREEK OFj SHTS. TOLL E 1-800-227-2600 Exp, 6-30-06 ED A. AN * PREPARED UNDER THE SUPERVISION OF: R.C.E. No. 50993 A PUBLIC SERVICE BY CIVIL CIVIL EXP. DATE: 9-30-05 UNDERGROUND SERVICE ALERT DATE BY MARK APPR DATE STgrF iFo�`'�Q �r9r� a>~ c1�L�F���,� DATE SCALE: AS SHOWN FOR W.O. COUNTY ENGINEER REVISIONS COUNTY 0 Ct�1 RECOMMENDED CYLE GINEERING DATE THOMAS S. LOVE DATE, DECEMBER 2004 SYCAMORE CREEK 1236-001 FILE No. GENERAL NOTES IN THE COUNTY OF RIVERSIDE WORK TO BE DONE 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE* CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST _� IGNING ' AND T R I P I N G DONE ACCORDING TO THESE PLANS. THE CURRENT county/city** f� T P L A N STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF IN — TRAU' EDITION. THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL ("GREEN BOOK"). BE INSTALLED ON 4" X 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED A ON THE PLAN. TRA / 29320 IENGINEER'S CONTRACTOR CTOR 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED, STENCILS FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD ASOF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. �NV AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND .M NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES, INSTALLATION OF SIGNING AND w. SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED �- HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION COSTS BORNE BY THE DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO C- �-.��--��,�� WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. ✓ '' 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING "` :. ~- PLAN. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY = —a _ UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A I — _ .. _ _ A STRIPING, RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH , Pj t SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO "EXPRESSWAY" OR "ARTERIAL" CLASSIFICATIONS ONLY. L LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR . SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL SIGNS AND MARKING NOT SHOWN ON THESE PLANS AS DEEMED NECESSARY BY THE COUNTY TRAFFIC // COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT ENGINEER OR COUNTY INSPECTOR. I` „ ` 3 "` r,'� �d/,Y LOCATIONS OF ALL LINES AFFECTING THIS WORK. WHETHER OR NOT SHOWN ' #, �`�� �` � HERON, AND FOR ANY DAMAGE 4R PROTECTION TO THESE LINES. j Q �� Zz- Js' i ° COUNTY OF v , 4 n: y Nv RIVERSIDE PROJECTC� BOUNDARY x"// � ''k 1 '� SECONDARY AC�ESS ROAD ; ;� 0' `o L ' " ,,,,,,,_ _ (CAMPBELL RANCH ROAD) . ...,. ., ___, TRACT BOUNDARY n � ' PRIMA Y ACCESS ROAD s ROAD �,t, ' (CAM BELL RANCH ROAD) L _ �AM r ; INDIAN � fl' , !_r TRUCK TRAIL w W .nom a CONSTRUCTION NOTES TIT _ - �� ., R BY CONTRACTOR BY COUNTY GLEN IVY � DE PALMA ROAD � PERLC LTRARNSOPSTD.TIPLANS NO A24EHITE STRIPE 160 LF HOT SPRINGS APPLY THERMOPSTDFIPLANS NQLEGEND 2 EA. I (FUTURE) CALTRANS (`� INSTALL STD. SIZE SIGN AS INDICATED VICINITY IT �J PER CALTRANS TRAFFIC MANUAL CHAPTER 4 5 EA NO SCALE APPLY THERMOPLASTIC DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS 600 300 0 600 1200 1800 CALTRANS STD. DETAIL 28 22 LF TOWNSHIP 5S, RANGE 6W SCALE 1"= 600 SECTION 1 , 2, 11 , 12, 13 OF SBM NOTESO�ECT K CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND / OR A BOUNDARY GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for CAUTION: accuracy and acceptability of the design hereon,in the event of discrepancies arising after county approval or during construction, EXACT LOCATION OF EXISTING the private engineer shall be responsible for determining an UNDERGROUND FACILITIES IS acceptable solution and revising the plans for approval by the UNKNOWN. CONTRACTOR TOPRELIMINARY county. VERIFY IN FIELD. NOT FOR CON UCT�ON Underground Service Alert SEAL COUNTY COUNTY OF RIVERSIDE SEAL BENCH RK: TRACT 29320, I.P. 020186 SHEET NO. aEEssf TRANSPORTATION DEPARTMENT �g�FEssr IO C TY ENGINEERING GROUP, INC. IN THE COUNTY OFRIVERSIDE, CALIFORNIA �� °'�q APPROVED BY: a s �< CIVIL ENGINEERING �- PLANNING - SURVEYING o c 1 � . DIAL TWO WORKING ��° �ti° �' °� Fy ,mow` r°� 4:0), `'� IP v, �` �' 2010 IOWA AVE. SUITE 130, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE INTRACT SIGNING AND STRIPING PIANS 1 1 1 1 BEFORE DAYS �" A �_ c; TEL (951) 683 - 5234 FAX (951) 683 - 5301 e, No. C 50993 m You DIG YOU DIG No. 3395C fi �oarario iaE eourJrv, cAuioiz»u DATE �, SYCAMtRE CREEK OF SHTS. T{}I..L FREE 1-800-227-2600 a Exp. 6-30-06 KH D A. AN Exp. a9-3o-as R.C.E. No. 50993 PREPARED UNDER THE SUP VISION OF: A PUBLIC SERVICE BY CIVIL CIVIL �� EXP. DATE: SCALE: AS SHOWN UNDERGROUND SERVICE ALERT MATE BY MARK APPR DATE s�q ¢ Aft A- .� ��r o¢� " rF OF CPWNI RECOMMENDED DATE � OF CA''� DATE DATE: DECEMBER 2004 FOR SYCAMORE CREEK w.0 1236-001 COUN ENGINEER REVISIONS COUNTY �,. THOMAS S. LAVE FILE No }� t '"" t j}` f ifi r ;f/ d�.r`"`��a'Y°> ... M. "y,,`40. �',,,,..., 'ti,.: f'f, ��3';f 1t 1 t df f�'.""<:'r1�,/!,�,r���f.°O'ff'�f ";"7 ',,• .S' it M--�..2,...'..�. " ." � �_...._..� ._,..._.,.... _ r _ W� 0Y, Y'i'€ i;� �/ , � 24 230 t f, r 1 i Ty .....- `.,..f MR it t Wv 22 73 jj' (q 1 - E F ? ? (5 ( # i, tl� ' w 4 � z i r � 7Ee� "� 3637 e 3 � {t �f 1f It �� F I 01 tt, t€ J #j t 'f 1rr ld fy S• � `^.^--,_. t'` r 1 �a r.�...._,...�,._ f n j 't F ji i s t �a � ` 4 + " r ; 3 i f p� �It �''j ft' { 38 (d 6462 69 61 11 11 I i V -�,,jry/G/�,j(. 6/W t'.{,,,.w,..b.,..„.---.......„,.,_ .--,„»..,».,......-.„ t i t} 4. t' z r` C.! t ` It 39 60 01 t } 140 33 ____VRA N_In) TV1. T i CIO ~,'\ {' a t tf EEE }. . 6a i £ !r` � r f \ } i ff t tt 621 a �''�.,,,,�'�`�'�'•--_.,..,„ l X31.” d i7> i f � a �� � �� i � ., (!31 41 f J1 10 58 59 ,f 7a a -..'�. ,., ". `--,. "�-.,..,;*..5 ` .. `-"'^s°,.,,, ""`,�..."'~.Pfd..._ r 1 r$ J r� ,...,.� ...,.,„� ,f!") p. t� f - � `2 '” �``^,�,.. „.,\�•,,,� t rti r' j /TJ fv/ �hJ� £ i { ` f} i SI"°• `a ""�-•. °�,�, _ y"`*``` `�-, ..,. jjf) f Ila �Z j{ Ott i Ita f {lr 8_1 :t,,,+°� 3 I tat t f 46 1� jfg f � � 5312 43 l # �� R 1 w r 13 s 3 }j f P e f f; ....�._ r 29 44 fit fit 1/{tr `Y 51 r"RAC"' B 0" UNDAR 16 28145 ,1_� t 41 50 �p' 15 3 R2 /Wl1 4 � ;yam CONSTRUCTION NOTES 4 ,a ` r PERLCALTRANaPSTDIPLANS SOLIDD2WHITE STRIPE � ' 4 2 '26 ''` '' PERLCATRANSOpSTD�IPLANSO NOLA24DD 19 INSTALL STD. AS LICCHAPTER 4 4 1 ,' APPLY THERMOPLASTIC PDETAIL DOUBLE.YELLOW MEDIAN ISLAND PER CALTRANS A. , V . { LEGEND AND ABBREVATION { ,z 1 4 RIGHT OF V�AY.... R/W �., , r' ................................................................................................................ LOCATION OF SIGN.......................................................................................... .................—.— , w "" , ✓ / TYPE OF SIGN.,... ........................................................................................................__R 1 23 Rr 4 rr ff f ` `a. f ✓' NOTE- ARK CONTAINED WITHIN THESE' PLANS ~ __ ,, SHALL NOT COMMENCE UNTIL AN . .. _ .__. " ENCROACHMENT PERMIT AND / OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer si ging these Tans is responsible for X 60 30 0 60 120 180 g p CAUTION: accuracy and acceptability of the design hereon,in the event of discrepancies arising after county approval or during construction, EXACT LOCATION OF EXISTING SCALE 1"= 60' the private engineer shall be responsible for determining an UNDERGROUND FACILITIES IS acceptable solution and revising the plans for approval by the UNKNOWN. CONTRACTOR TO PRELIMINARY county. VERIFY IN FIELD. NOT FOR CONSTRUCTION Underground Service Alert SEAL couNTY COUNTY of RIVERSIDE SEAT, BENCHMARK: TRACT 20320, I.P. 020186 SHEET No. �VgFEss/ TRANSPORTATION DEP ENTQgoFESS CANTY ENGINEERING GROUP, INC. IN THE COUNTY OF RIVERSIDE, CALIFORNIA .� APPROVED BY: ® s s. CIVIL ENGINEERING PLANNING SURVEYING DIAL TWO WORKING ��`4°p ®T��q �2�, � ���� ° 2 � 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE INTRACT SIGNING .AND STRIPING PIANS BEFORE DAYS Ad YOU DIG YOU DIGTEL (951} 683 — 5234 FAX {951} 683 — 5301 �, No, 33950 m FOR sPORraoMEPENT IDE caurrnr, c�UFORNtA DATE a No.,c 5x993 Exp, 1 30-06 "o K LED A. Exp. 09-30-05 PREPARED UNDER THE SUPERVISION OF: R,c.E, No. 50993 SYCAMORE CREEK of SHTS, T E 1--800-227-2600 EXP. DATE: 9-30-05 A PUBLIC SERVICE BY CIVIL , CIVIL ;, SCALE: AS SHOWN UNDERGROUND SERVICE ALERT DATE sY MARK APPR DATE s�q � � '�,•a. • �Ar cs� rE OF c -� 0 RECO ENDEo DATE F of c�� DATEliwwef-� 4 1 HATE: DECEMBER 2004 FOR SYCAMORE CREEK w.0. 1236-001 couNTY ENGINEER REVISIONS COUNTY THOMAS S. LOVE FINE No. IN THE COIJN OF RIVERSIDE O TO E ONE GENERAL NOTES 1. TRAFFIC STRIPEz, PAVEMENT Ml.2KINGS AND RAISED PAVEMENT MAR�rRS PER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE AC ** ESE PLANS. THE CURRENTcounty/city ** CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND 5I-t:: CORDING TO TH CIFICATIONS, LATEST R - G � AND TRIPING PLAN IN - TACT STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF EDITION. THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION 2, ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL a ("GREEN BOOK). BE INSTALLED ON 4" X 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED 2920 n TRACT ENGINEERS . PRIVATE CONTRACTOR ON THE PLAN. 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED, ;TEN"ILS FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. OR RELATED TO THESE PLANS SHALL (;ONDUCT THEIR C?ERATIONS SO THAT ALL STRIPIVI AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC I5 PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REk,JVED BY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. 'SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF SHALL 6E REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULAEONS AND ORDERS. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKING:, (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FOPMAT UNLESS APPROVED OTHER ,SE. CONTRACTOR FURTHER AGREES THh, HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE 6. ALL REMO`.`ED SIG;;S SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS, OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS C;`=D BY THE COUNTY INSPECTOR O "'T AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTIIJOUSLY AND DIRE SPECTO N THE JOB E. NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR 7. THE rOUNTY INSTALLS SIGNS, AND PAINTED LANE LINES, INSTALLATION OF SIGNING AND f r SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED � �- � HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION COSTS BORNE BY THE DEVELOPER/tpPLICANT. THE COUNTY RESERVES THE RIGHT TO k WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. "' r . LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. r 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING `. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND PLAN. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY ;y 4 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A I '~ � .� STRIPING, RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH CA SEARCH OF THE AVAILABLE RECOR!'S. THE CIVIL ENGINEER ASSUMES NO �y t r "EXPRESSWAY" OR "ARTERIAL" CLASSIFICATIONS ONLY. ® p �� yy, ., ,1 LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR 9. 'CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL SIGNS AND � � `� '` ,�' SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION MARKING NOT SHOWN ON THESE PLANS AS DEEMED NECESSARY BY THE COUNTY TRAFFIC Ii, �/ �f ' ` `. $ COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT ENGINEER OR COUNTY INSPECTOR. _ - C =x �'6' LOCATIONS OF ALL LINES AFFECTING THIS WORD. WHETHER OR NOT SHOWN . � HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. y , COUNTY OFRIVERSIDE PROJECT BOUNDARY xv r � SECONDARY AC�ESS ROAD f (CAMPBELL RA CH ROAD) i =��-=-"1 " i' XF PRIMA '°f ACCESS ROAD-' _�- ROAD t (I F�BELL RANCH ROAD) t AIA r ; i INDIM TRUCK I I RAIL w i >- - ` CO ' BY CONTRACTOR BY COUNTY GLEN IVY A� ROA �'-� PELCATTRAhMIPSTq � LANS SOLID WHITE ITE STRIPE 120 LF NOT SPRINGS D E A D APPLY THERMOP sTlc "STOP" LEGEND 1 , (FUTURE) PER CALTRANS TD. PIANS NO A24D INSTALL STD. MAN+U INDICATED LICCHAPTER 4 6 EA NO SCALE '° 1 `�' I I I TY MAP 6O0 ILIO O 6{}G, 1200 1800 APPLY AP THERMOPLASTIC HERM PL TAH DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS 44 F TOWNSHIP 5 , RANGE 6 SCALE 1„= 600 SECTION 1 , 2, ill 12, 13 OF SBM p C K CONTAINED WITHIN THESE PLANS R ECT SMALL NOT COMMENCE UNTIL AN BOUNDARY ENCROACHMENT PERMIT AND / OR A GRADING PERMIT, HAS BEEN. ISSUED. The private engineer signing these pions is responsible for CAUTION: accuracy and accepfabiiity of the design hereon,an the event of discrepancies arising rafter county approval or during construction, EXACT LOCATION OF EXISTING the private engineer shall be responsible for determining an UNDERGROUND FACILITIES IS accgg,'taileOlution orad revising the plans for approval by the UNKNOWN. CONTRACTOR TO PRELIMINARY saunty. VERIFY IN FIELD, NOT FOR CONSTRUCTION 1der r" o- rvI� r couNTY CO O E RSIDE SE ENCH TRACT 2 320-2, I.P. 020160 SHEET N0. n a Essj 'TRANSPORTATION DEPARTMENT gUFESStgV CA ENGINEERING GROUP, INC.C. IIS TIME COUNTY OFRIVERSIDE, CALIFORNIA °�'9 APPROVED Y: - - SURVEYING ¢ < APs S. �� CIVIL ENGINEERING PLANNING 0 DIAL. wC�RI�IRIG L � R, , 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE IN�'' ACT SIGNING AND STRIPING PLANS 6EFQR DAYS `=' � � ra i TEL (951) 683 - 5234 FAX (951) 683 - 5301 No. c 5ta9s3 SYCAMORE FREE YC311 DIC YOU DIG w No. 33950 � on spoRTA ENT a7i MiDE COUNW cAa�ro�..sA DATE � _ _ x OF . ShtTS. Exp. 6-30-06 xp, o o R.C.E. Hca. 50993 TOLL EE ®-800-227-4600LED O HMAN PREPARED UNDER THE SUPERVISION OF: n A PUBLIC SERVICE BY � C:`JIL s� CIVIL �\� EXP. DATE: 9-30-05 SCALE: AS SHOWN UN °ERGR®UND SER10E ALERT DATE BY MARK APPR LATE OF CPLDATE FOR W.O: COUNTY ENGINEER REVISIONS COUNTY ofi CAL RECUMMENDE DATE THOMAS S. LOVE DATE: DECEMBER 2004 SYCAMORE CREEK 1236-001 FILE No. "'� 10469 113 4 31TR 293 f/JJ/r e 1 / ' . 8 'l 1 r d 11 1 rRAC UND RY —;-- .14 -�" - 1 1 J 6 —' n f d i SITE 96 ' _ If 64 -100 1 4i 60 R/W {4j O 3 W53A 3 Y t 8 2O' 20' 8 � 1 t Aw 94 I88 Gq21 81 81CYDt --- 44 67 z ' t 8 60 X 497 85 � � 8 8 �--' ;, 6887 } 0 96 I i P'/n 20 f 90 95 . # � 1 - 93 If 7 4 8 511> 8 90 6' 88 � ` 73 8 81 45 44 55 46 81? �4 47 4 ` 1 86 IGHT OF wA1° R/W �e� °� 49 LOCATION OF SIGN ... 1 083 TYPE OF SIGN R1 \ 1 44 39 85 84. 36 388 jAr (OPF �L M1 _25) p CONSTRUCTION NOTES �1 - �; R7+TYP N APPLY THERMOPLASTIC 12". SOLID WHITE STRIPE ( `�, ---` "` _- -. -- - --- _ "`_ ... •` PER CALTRANS STD. PLANS NO A24EAll c j�` 1 — APPLY THERMOPLASTIC "STOP" LIGE"'D � `.� 0 NSTALLLTRA STD SI?EDSIPN AS ND:^ATED `e e4 ,; PER CALTRANS TRAFFIC MANUAL CHAPTER 4 `\ `� "`�� 3 R1 APPLY THER" OPLASTIC DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS . rr� 1 c,l -- '•� CALTRANS SID. DETAIL 28 r TES f ' {) CONTAINED WITHIN THESE PLANS ��, . SHALL NOT COMMENCE UNTIL AN �-- ENROACHMENT PERMIT AND f OR A -s, � GRADING PERMIT HAS BEEN ISSUED. — ' '20 Tte e~;en ineer si nin these lens is re.� onsible for ----'•--- -- =="` 60 30 0 60 1$O CAII'TlQltit. _ ._ r �. accuracy a, d acceptabe pty of the sign hereon,m the event of - discrepa tcie,s arising cfter county approval or duriinq construction, EXACT LOCATION OF EXISTING SCALE 1"= 60' ale private engineer shall be responsible far determining an UNDERGROUND FACILITIES IS daceptable solutson and revising the plans for approval by the UNKNOWN. CONTRACTOR TO PRELIMINARY count VERIFY IN,FIELD. NOT FOR CONSTRUCTION _.. .. _ SHEET' NO. Jnd r r nd vice Alert SEAL COUNTY COUNTY OF ��RS11DE SEAL �EC]F� AI �'RAC`�' 2920 , I.P. D201� TRADEPARTMENT �11 PF'Ess4' _ ..... IDE, Ca��oRrlA Fs, TC ��TY ENGINEERING GROUP, INC.ISG. IV THE COUhTY O� RIVERS -PRO D BYCIVIL ENGINEERING — PLANNING - SURVEYINGA Cf� WORKING-0tA 2010 IOWA AVE. SUITE 110 RIVERSIDE, CA 92507, P.O. BOK 520502 OT APPLICABLE BF QAY S "�• ��' ' N ITRACT SGIVITGAND TFIPIN PI��N M w No. C 50993 TEL ( 1) s - � FAx (951) 683 — 5301 YOU OIG YOU D.-3 No. 33950 M FOR aza Err Rv stm Comm. cni.r�ORW DATE c-� �, Ex P. a9-3a—a5 � S1''C1-�lUIflRE CREEK oF �+ sHTs. Exp 6-30-06 LED A. MAN �' PREPARED UNDER T E PERVISION OF. R.C,E. No. 5099:3 TOLL 1-- Olt}-227-260 � A PlIBLIC SERVICE BY CIVIL CtUi� N.EXP. D E:-z-9— sCALE: AS SHOWN UNDERGROUND SERVICE ALERT `�� �`®" 'T� C3P DATE BY MARK APPR DATE 9r o` T£ r DATE FOR VY.0. COUNTY ENGINEER REVISIONS COU14TY ofi cr -1F FtEGOMMENDED HATE of cA� THOMAS S. LOVE DATE= DECEMBER 2004 SYCAMORE CREEK 1236-001 FILE No. ' do GENERAL NOTES IN THE COUNTY OF RIVERSIDE 1, TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE CALTRANS TRAFFIC MANUAL, STANDARD PIANS AND SPECIFICATIONS, LATEST __"" 1GN1NG "'� TRIPING DONE ACCORDING TO THESE PLANS. THE CURRENT **county/city** IN - TRA1 AND PLAN STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF EDITION. THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL ("GREEN BOOK"). BE INSTALLED ON 4" X 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED TR29320 - 't ON THE PLAN. AT CONTRACTOR 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED, STENCILS FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB—SITE CONDITIONS DURING THE COURSE 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND f ` NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES, INSTALLATION OF SIGNING AND SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED HARMLESS FROM ANY AND ALL LIABILITY, REAR OR ALLEGED. IN CONNECTION COSTS BORNE BY THE DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO = tia" WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR RE DIRE ALL WORK TO BE DONE BY CONTRA T R. Y= LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Q CO 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING ' THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND PLAN. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY ~ UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A STRIPING, RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH / fap _ {, = A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO "EXPRESSWAY" OR "ARTERIAL" CLASSIFICATIONS ONLY. i ` LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR } ~` IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR r `` SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL SIGNS AND MARKING NOT SHOWN ON THESE PLANS AS DEEMED NECESSARY BY THE COUNTY TRAFFIC /� _ ~= COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT �,� _ ' LOCATIONS OF ALL LINES AFFECTING THIS WORK. WHETHER OR NOT SHOWN ENGINEER OR COUNTY INSPECTOR. a HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. `rzk22, ! L C O U N TY OF { r3}t RIVERSIDE PROJECT BOUNDARY ..—.,,. ■ \0 ,'}'-'„ '., f,•' `14sit1 16 ,ti pfd' t SECONDARY AC�ESS ROAD ! 1 r (CAMPBELL RAlr(CH ROAD) PRIMA�2Y ACCESS ROAD ROAD (CAMPBELL RANCH ROAD) INDIAN A4A RD. s TRUCK TRAIL W t � O � .. CONSTRUCTION NOTES & T BY CONTRACTOR BY COUNTY PELLTAN®PSDTIPWHITE STRIPE GLEN IVY DE PALMA ROAD . RCART . PLANS NOA4280 LF I HOT SPRINGS (FUTURE) 2 APPLY THERMOPLASTIC S DTIPLAN®NOLA24DD 2 EA. 3 INSTALL STD. SIZE SIGN AS INDICATED 10 VICINITY � � � � !�� ���I_ � PER CALTRANS TRAFFIC MANUAL CHAPTER 4 EA NO SCALE �J ( 4 APPLY THERMOPLASTIC DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS 88 LF 600 300 0 600 1200 1800 CALTRANS STD. DETAIL 28 TOWNSHIP 3S, RANGE 6W SCALE 1"= 600 SECTION 1 , 2, 11 , 122 13 OF SBM NOTE: WORK CONTAINED WITHIN THESE PLANS PROJECTSHALL NOT C ENCROACHME NTM NTIL PERMIT MENCE AN j OR A BOUNDARY GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for CAUTION: accuracy and acceptability of the design hereon,ln the event of discrepancies arising after county approval or during construction, EXACT LOCATION OF EXISTING the private engineer shall be responsible for determining an UNDERGROUND FACILITIES IS acceptable solution and revising the plans for approval by the UNKNOWN, CONTRACTOR TO PRELI NARY county. VERIFY IN FIELD. NOT FOR CONSTRUCTION Underground Service Alert SEAL COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: 'TRACT 29320--1, I.P. 020159 SHEET NO. IFESS/,j TRANSPORTATION DEPARTMENT �goFESSIO CANTY ENGINEERING GROUP, INC. IN THE COUNTY OFRIVERSIDE, CALIFORNIA APPROVED BY: os S. < r CIVIL ENGINEERING — PLANNING — SURVEYING DIAL Two WORKING 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE INTRACT SIGNING AND STRIPING PLANS BEFORE LAYS YOU DIG YOU DIG TEL {951} 683 — 5234 FAX {951) 683 — 5301 w No. 33950 rn FOR RrAll OEP ENT DE COUNTY, CAUFORNu1 DATE No. C 50993 OF SHTS. Exp. s-3o—Os KH D A. AN Exp. 09-30-0PREPARED UNDER THE SUPERVISION OF: R.C.E. No. 50993 SYCAMORE CREEK TOLL EE 1-800-227— 600 �k A PUBLIC SERVICE BY CIVIL s clv1L P EXP. DATE; 9-30-05 SCALE. UNDERGROUND SERVICE ALERT DATE BY MARK APPR DATE srgT 0���� _. r�r LSF ¢ e DATE AS SHOWN F R4 O W.O.W O. COUN ENGINEER REVISIONS COUNTY of O�`�' RECOMMENDED DATE • C�' THOMAS S. LOVE DATE. DECEMBER 2004 SYCAMORE CREEK 1236-001 FILE No. /10 CAMPBELL RANCH ROAD SIGNING AND STRIPING PER MS 3824, IP NO 010018 SIGNING AND STRIPING PLANS lip awk mom OW Vim (i)TD-filAl S'R,161 y I i fill 83 11 84 1 22 23 80 20 21 7? z 75 76 8 j 24 35' 186 187 i _88 18 19 18 17 26 1 if 11 -N, h 1 189 li 14 15 (Opt, "X 0", 13 12 14 13 ------ Iz' 15 1 16 1 A10 19 10 27 1-f TP 36 4 Al 11�\ A#< x�" \0 if 35 28 it �f I i il fir 57 40 :z i i 6 61 it If it 58 145 114 05 It 1 46 .1 ,�- 1'� 1 x 9 T J� if 34 i1______-­ I j H If 29 if N 10 8 45 it it i if i i M If 46 G R 37 93,12 Z6 I lty�i if 0 3 if it OuDrp if ii 911 I Z5 L 76 0 33 R if If H 9 6611 ------__1j,___ �i It—, 4ffx4 ifl' 39 30 27 67 9,9 7 t I'll 54 17 67 64 '111 fll ," TR 1293PO i I I',u If It if 44 it 47 41 JI'l J- J_ 32 6-it F ii 11'4i if I 6 43 t4l 11" rill 5 11 ij 4,ill 1211 48 31 # -f "I l041 6' 10 N IL u if J� 62 7 5 V 52 ,2(9 � ­, 11 11 9 if 1 11 H 49 55 57 J i 54 58 %1 Hu 59 if!I 53 65 63 64 62 #f/ 6 52 ll i 30 4 60 61 5n i R1 3 66 "q 11 5 iq 67 50 1 .1 1 18 5 00 70 3 '3" 1 71 -__j t 68 1 11 f 37 11 V 2 17 N % 108 107 69 It fil/ �q 2)'11\ 0001" 16 106 35 R11 110 ft 1 70 1 11 1��__- & 3,3 x\ 82 2 _k 104 98 11-1 Jil 16 3 ill 1 102 101 100 15 fill 14 71 17 TRACT BOUNDARY 4 18 3 R 10 9 113 "1 i P-41)?Z11 1! 97 PA-W SIYE I if I,1 57 5) (2 4 114 3 1 2 1 I� f 5 1 lk f 96 100 5-- '19 31 70 2,F! 1 27 f L 0 <1 \ 75 73 A, Vk� 14 U 3? f 0 4 74 \K i0o 95 A 74 'A H� 65 1, �0 ZYi M '�3 t 77>, 94 f if,;, rW 19914 \It \ , i h!# i�I 1 75 63 64 if, ()8 21 7,4,? 93 T -4- 76 /0" 4 79 1, l if 1 80 if 11 v i�it t� v &��v' /7 h 1,;, 36 4`1 f0 I fit, hl If 120-2 1 -7 !t 66 _J 4-L it it i �Vl 16 t iil 37 71 97 92 77 /# Q4 em t 34 fi h ll�, If f iff Qz 7 it 865 77 91 78 58 I If 70 i if 111 t ill, 1��i I if 11 11 jj,�o 67 it i u It 6 It 56 86 196; 87 I It 60 79 it 1! 1 111, tf, 90 H 69 v, 39 159 11 76 ii,W-A 11L rY v 68 tf if I If it Ct 19 if't, 4 1 L, 'i If 55 91.1 89 60 80 1 I 1 40 if t lI _-A N \vk If If ifi�j A 6,6 9 !& It If If It 4 tk A r if \�X\ k 20 %\ Ill, fill 88 81 .54 if 67 t 9 A '91 it if Jj t k K, NA 43 h 87 82 kk\ it Z 44 if i�/ I If I 10 66 If �17 V 7i 6, --Z-, - , v W� _7 i, - N\ 7,4 h,/J , 86 6 22 -3� 3 R283 44 Z�" �i, hll/ �V 'ju- 47 h/ 6 46 2 3 # A\ 48 84 47 'N 40 85R 1 3 iX 54 ft "i, --- -,�k�, I 1 48 49 4 39 64 38 53 CIE, CV 24 /Q 16 /A /k/ MQ NOTE: CONSTRUCTION NOTES LEGEND AND ABBREVATION --WORK CONTAINED WITHIN THESE PLANS APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE RIGHT OF WAY... __.........___...... ..............__.......___...........................- _........ R/W SHALL NOT COMMENCE UNTIL AN PER CALTRANS STD. PLANS NO A24E LOCATION OF SIGN--........... ........... ................ ....... ENCROACHMENT PERMIT AND / OR A APPLY THERMOPLASTIC -STOP" LEGEND GRADING PERMIT HAS BEEN ISSUED. PER CALTRANS STD. PLANS NO A24D TYPE OF SIGN-..... .......... ............................... .............. R1 The private engineer silning these plaps is responsible for INSTALL STD. SIZE SIGN AS INDICATED 100 5.0 0 100 200 300 of CAUTION: PER CALTRANS TRAFFIC MANUAL CHAPTER 4 accuracy 9nd acceptabiity of the design hereon,in the event I discrepancies arising after county approval or during ponstruction, EXACT LOCATION OF EXISTING APPLY THERMOPLASTIC DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS the private engineer shall be resfonsible for determining an UNDERGROUND FACILITIES IS CALTRANS STD. DETAIL 28 SCALE 1"= 100' ac=table solution and revising he plans for approval by the UNKNOWN. CONTRACTOR TO PRELIMINARY coun y. VERIFY IN FIELD. NOT FOR CONSTRUC11ON 0, Underground Service Alert SEAL Cowry COUNTY OF RIVERSIDE SEAL BENCHMARK: TRACT 29320-1, I.P. 020159 SHEET NO. TRANSPORTATION DEPARTMENT fESSI CANTY ENGINEERING GROUP, INC. IN THE COUNTY OF RIVERSIDE, CAUFORNIA APPROVED BY: CIVIL ENGINEERING - PLANNING - SURVEYING DIAL TWO WORKING 117) 0 0 2 A, 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE BEFORE DAYS / Ir- �? INTRACT SIGNING AND STRIPING PIANS z -71 S' 0 TEL (951) 683 - 5234 FAX (951) 683 - 5301 33950 M Uj No. C 50993 OF-2—SHTS. YOIJ DIG Nc rn FOR EAM ENT RNMIDE COUNW. CAUFORNIA DATE Exp. 09-30-05 R.C.E. No. 50993 SYCAMORECREEK Exp. 6-30-06 "D 3;rD RTATT, AN PREPARED UNDER THE SUPERVISION OF: - TOLL FREE 1-800-227-2600 CIVIL CIVIL EXP. DATE: 9-30-05 SCALE: A PUBLIC SERVICE BY AS SHOWN UNDERGROUND SERVICE ALERT DATE APPR DATE �RK I DATE r7 "OS FOR W.O. 0,01 ICOUNTYL?i OF C RECOMMENDED DATE OF C THOMAS S. LOVE DATE: DECEMBER 2004 SYCAMORE CREEK 1236- FILE No. ENGINEER REVISIONS COUNTY GENERAL NOTES IN THE COUNTY OF RIVERSIDE WORK TO BE DONE 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PERTHESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE "'� T S' IUNINuf CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATESTIN T R I P I N G AND PLAN DONE ACCORDING TO THESE PLANS, THE CURRENT **county/city** EDITION. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALf� REEK L FR' 0 U' BTHE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION BE INSTALLED ON 4' X 4' WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED Ak"' T 2932 SY U"'� AMORE (GREEN BOOK'). E THE PLAN. PRIVATEENGINEER'S NOTE TO CONTRACTOR 3. ALL STRIPES. SIGNS. AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON METRIC STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL OR RELATED 7O THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT MATCH CAITRANS STANDARD PLANS DETAILS. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 4. ALL CONFLICTING STR[PES AND PAVEMENT MARK[NGS SHALL BE REMOVED BY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. SANDBLASTING OR GR[ND[NG. CONFUCT[NG S[GNS AND RAISED PAVEMENT MARKERS DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL RESPONSIBILITY OF THE DEVELOPER OR ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S APPLICANT. AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT KINGS SHALL BE APPLIED IN THERMOPLASTIC CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND FORMAT UNLESS APPROVED OTHERWISE. COMPLETE RESPONSIBILITY FOR JOB—SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS � AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND DIRECTED BY THE COUNTY rNSPECTOR ON THE JOB SrTE, ^� NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER Ci 7. THE COUNTY INSTALLS SIGNS. AND PAINTED LANE LINES. INSTALLATION OF SIGNING ANDHARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED , WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER/APPLICANT. � `�. LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY (NON TRACTOR. `` THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND _ �____-- \ UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR ..,_-.- IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING A ,�� SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO PLAN. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY l�Jj L7 EL C. LIABILITY AS TO THE EXACT LOCATION OF SAID ONES NOR FOR UTILITY OR STRIPING. RAISED PAVEMENT ,� ~`J IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH IIEXPRESSWAyll OR IIARTERIAUI fi SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION CLASSIFICATIONS ONLY. T� '� `e � COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK. WHETHER OR NOT SHOWN 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL SIGNS AND ,�' HERON. AND FOR ANY D EOR PROTECTION TO THESE LINES. MARKING NOT SHOWN ON THESE PLANS AS DEEMED NECESSARY BY THE COUNTY TRAFFIC ENGINEER OR COUNTY INSPECTOR. ",X COUNTY OF RIVERSIDE PROJECT Q \ BOUNDARY SECONDARY AC�ESS ROAD (CAMPBELL RAiii GH ROADS Li-- � _ ROAD PRIMARY ACCESS ROAD i (GAMFIBELL RANCH ROAD) ' r L PROJECT 1 INDIAN BOUNDARY _ TRUCK I /� TRAIL z o —N— V) 'I"tYfAL QIIAITI'J'8S CONSTRUCTION NOTES & QUANTITY ESTIMATES 1BY CONTRACTOR BY COUNTY GLEN IVY 600 300 0 600 1200 1800 `� _____ _ = APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD PLANS NO. A24E. . . . . .. .. . . . . . . .2?0. . . LF. . . . . . . . _. . . . . . . HOT SPRINGSDE PALMA ROAD APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD PLANS NO. A24D. . . . . . . . . . . . . . . . . . . . . . . .2. SCALE 1"= 600 3 INSTALL STD SIZE SIGN AS INDICATED PER CALTRANS TRAFFIC MANUAL CHAPTER 4. . 1. . . . . .... . . NO SCALE VICINITY MAP (FUTURE) APPLY THERMOPLASTIC DBL YELLOW ISLAND PER CALTRANS STD, DETAIL 2$ . . . . . . . . . . . . . . . . . . . . . . . . .1 G9. . . 1-F. . . . . . . . , . . . . _ . . TOWNSHIP 5S, RANGE 6W SECTION 1 , 2, 1 i , 12, 1 3 OF S B B M NOTE: STOP SIGN (R1) CAN BE ATTACHED TO STREET NAME SIGN WHERE POSSIBLE. ALL OTHER STREET SIGNS CAN BE ATTACHED TO STREET LIGHT POLE WHEN POSSIBLE WOR` CONTAINED WITHIN THESE PLANS PROJECT SHALL CCOMMENCE UL EROA NOT R UNTIL AN A BOUNDARY GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for CATTTION: accuracy and acceptability of the design hereon,in the event of discrepancies arising after county approval or during construction, EXACT LOCATION OF EXISTING the private engineer shall be responsible for determining an UNDERGROUND FACILITIES IS accepCoble solution and revising the plans for approval by the UNKNOWN. CONTRACTOR TO PRELIMINARY C ounty. VERIFY IN FIELD. NOT FOR CONSTRUCTION Underground Service Alert SEAL COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: TRA!QT 29320-5 I.P. NO. 029M SHEET NO. TRANSPORTATION DEPARTMENT �,���� CANTY ENGINEERING GROUP, INC. �FOFESs/ � PROVED BY: �q p¢�5 S. o�q� CIVIL ENGINEERING — PLANNING — SURVEYING IN THE C0 OF RIVERSIDE, G O RNU DIAL.. TWO WORKING w�� �� A. ��'�� � � 4u � 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 NOT APPLICABLE IN—TRACT SIGNING AND STRIPING PIANS 1 BEFORE DAYS z YOU DIG YOU DIG w No. 33950 , GATE TEL (951) 683 — 5234 FAX (951) 683 — 5301 i `� E : coso3o a `� SYCAMORE CREED OF SITYS. Exp. s-3{}—os KH D A. O N PREPARED UNDER THE SUPERVISION OF: R.C.E. No. 50993 TITLE SKEET Tt�.l.. FREE 1-- a-22?-26t�0 * cEv�� 'k44EXP. DAT : A PUBLIC SERVICE BY CIVIL � 9-3Q-05 SCALE: As SHOWN UNDERGROUND SERVICE ALERT DATE BY MARK APPR SATE s�q� ���� wt /A-- - ��-1 o� c��°F0 DATE FOR W.O. � cauNrr ENGINEER REVISIONS COUNTY °� c RECOMMENDED ;. DAZE THOMAS S. LOVE HATE. DECEMBER 2004 SYCAMORE CREEK 1236 OO1 FILE Na _. w- -11IH_ x ,._. _,-- _. _,_.. _,,._ __ .,.. ..H ._..«_... w. ..-__,. _1 «w I _ _ . _.._: .W,,.�.. ' t , l` w_ ..,_._._..._.._�.._„ ,._ _r ww.~_,� :: I �F r - �, w,-.. �` _w.._ ,,r , __ Y i .M ' z f: _ " E - s s 4 �,.;.. , - , .__ : a3 6 i S „_ 11 � i, I , : S ' t --,., _..° RF a i , a 2 f' 4 - _ t I i ,. i '3_ t k 5 i I i L i i x ti �v ,wit:,i i ( "'f / ) �4 ,.m, a« ?�1 I , y > F ,.vot t t ,,. R. <. .w a i T a_ t _ r I'll Y; i t i i -11 i . ,:, - ...,__.�_ - it i ._,§. ``� y t. ...._ 'c,1. n i ` i 9 a 4. _._.�., __.Y P 11 a i'. - %- e i. v.,. e s .t ti�� 5 x. ., a .>.x i -..,.-. ,. 11 w.. 7 111 < ,, , iy .4aa. <;ai.. .:.,.... ;.t, t'r, 'i E t } , ,,.. - ;' i§ss:, is ;; ,.: ) ,t'.�, s i,z`a..: :.;t .,.,..,. is `.,ue - w , 'E...• k: a< 7 = >:;7 ..: . '; t "`-'s s?i ! S .1 .4'_ ,i.� 'i ,'':,:' ;,�;.5..v ;x., , r. 2 F-^-4 t { ft .)- ' � f ,t.f _ r#� - �:, ft t 3i ._ t r. r x: o-: .., 3 P r; ,r FE) . i i .. i VV S : ,sem'"...,+ 3 t in: ti 4. t, Y,:s^ x S -a,m' f ;.:b. (t. z<Y i 4,p 2' rf e$is { ";,z', s , „.> ":. { ,. . # a .'r,Q. p>y a"t.. t _ f> F C,S_^.... f ..,...,.t�, E:. .,....r x.= t s e, ACT _...._. '_ ,' a z E t ,,, F, u.t < F 'z. I, , , _ : s. t. p t „ . `_ - > ,� ,r - ., �... R #, ..i s i 1"z M! Y r P'rs "r. F� %c.., t „ w_. ,fil r.;[•Paw_ r- ,! .. i x r , R i .i w t r e III :.:., ; is 1!-----_,_________.,,......W,...s „__.w,.,._... .,,. ,,. , '_ ?r.+ .. ,,; .E .,,> ,.<,. - i, -x<( >.._..-..�...,y.,.,. , z. :, n ... j r,2 ,, eE f+- ,,..x... t J3 5,.,,,. i l f f A - `*..," r` i i' - - - x I'4 Y x, , <, I', lr s s -,,, , ,. ,., _.�, F • x rx,a,, vv. :, ,__.......... :, { ,t. t „, „, r q,._. t? }:', y. a. c , t"a :: -te. t 3.j>ri i / I+< ;.t r : - s ., :,4` ti = v7 x ;, - r:., s,>t w-`",», ,`7 \.: :rf :t:,,' f < , ,,.,: 11 s ; :z Yt S' .y i �3, x.. t is 5+ :t n .,x y ,e. ;$ F k': -^.n>✓ .4..- h` r ixMF' tt:t : 13 ,_ ., ,F at ,..i ,.^ _ i. .s 1 aY.Fz v ,,,,. •;x„,: c. ,i ,: r' r. i , t§„, .`,-`\... ",."`., s t. ., ,f,., it S: ` tErt d ;: 3 ., at y>i: , .; ,mom.. ,.. ",.. i :.,,s-`,5., �`..x. , ;±rs,. .:..f i .> .: .. _. ...w>. Oro." , , ...s,:n xi. a.. . ; s ZaF ;t. »e y". t f? <a. 'j• f \'- :! f,' < s .+t "d 1, ,. i ,_ ' , .� , ,.i :r�z v ,.. = t :: a :,tt ,.s' S;,t . ,: ,3 l; 1� e; y ., '!. `S t£ ......,,.., ti�j ,:{It v ;a:, a } 't 4k..m.,n;P t;: w4.J i[ , _, •..f,>r s. ,.w., !r , . n a t k.� y,,< .. y ";. TRACT „ a '! i } f... .;,2 r t, i Fi fx :.p a !, ? , , 11 ; 2 f, k" I' rf.kP :s 7 E a 3= ,. -..='r .'± s ,s�'., l/ ,F' 's' - <.1, r tj t , Z12 a, r;. ,t < , ,.;: E# s1;i ,< ,; �.._- ,'";, i t ai u IN THE COUNTY OF RIVERSIDE, CALIFORNIAN TR. N0. 29320 GOWN F TRACT 29'0� 320 16 (EXIST) 7RIVERSIDE *qw AO*ftl& ih M kIHEW sc1`1 A D -DTPI ./I S jr*,,UAD SIG-Ift STIVI IN c i �`— _1L CANYON AND RRt0 CANYON tAIVD SITE 'j- CAMPBELL RANCH ROAD NATIONAL INDIAN ' a z TRUCK TRA11•,.. o C7 Q tS O � GLO IVY HDT SPFM(S N.T.S. LAJ Uj LLJ CANYO M SCAL N RuAi) Lj 0 t , blit' „ s t '•;. „jX 'L. 1, ,,6R, \`,is „i, i"a. '- 'hyrr 't 4• I — R W ". , r• IP 8 x20 AO PAC w _._ _ a J i 2-4(40) PER STREET IMP. w w wA. d 750' TO CROSSWALK , X 3. r_ 2 t) EP EP t b AL 6 _ _ _ _ _ — 26+67 JOIN EX. EDGELINE 14+00 15+00 N 16+00 50 19+{ o0 150 '4 20' REVERSEtRVE -- €8ANE� r 17+00 18+00 RM 2 0 24+ 0 „ti ; _ 22+00 25+ 0 26+00 04 a' A w !— RM�. �.. _. — _.._ �..- _e ,.. _.— —.._ •'."'�. a SSS 750 TO LIMIT LINE `` ' 5 � ►� — _ — LLJ /r Uj A tk k r.... r rw ww rw w rw ww ww rr wrLd -- -. - _ ® r_ wr ww w _w U.. EP _ . ._ r .w N�--a r- X 7 R1W a°.. �?� .. " �t3s � �cas � �3:iN t'./ , � ®� 1 �/ 0 LLJ 1 i f ye ti -a ,4 + { a N C-4 _, y F 4 . t CAMPBELL RANCH RD. INTERSTATE 1 SIGNING AND STRIPING GENERAL NOTES: SEE SHEET 2 OF 3 TOTAL QUANTITIES 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER MUTCD 2003, CALIFORNIA SUPPLEMENTS, CALTRANS STANDARD PLANS AND SPECIFICATIONS, BY CONTRACTOR LATEST EDITIONS. z 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. Z) J w REFLECTIVE SIGNS SHALL BE INSTALLED ON 4"X4" WOOD POSTS WITH ANCHOR BLOCKS 0 <C O MARKER UNLESS OTHERWISE NOTED ON THE PLAN. CONSTRUCTION NOTES:t z Uj TYPE D TYPE G 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC PAINT 4" SOLID WHITE STRIPE PER CALTRANS STANDARD PLANS 1751 LF 1751 L STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL NO, A20B DETAIL 27B MATCH CALTRANS STANDARD PIANS DETAILS. r� PAINT 8" SOLID WHITE STRIPE PER CALTRANS STANDARD PLANS 300 LF 16 EA 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY NO. A20D DETAIL 38 SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL 3 PAINT 4"/4" DOUBLE YELLOW STRIPE PER CALTRANS STANDARD PIANS 632 LF 712 LF 44 EA BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT, NO. A20A DETAIL 22 50 RP 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) PAINT 4"/4" DOUBLE: YELLOW STRIPE PER CALTRANS STANDARD PLANS 670 LF 30 EA SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN NO. A208 DETAIL 29 THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. " 40 20 0 40 80 120 APPLY THERMOPLASTIC 12 SOLID WHITE STRIPE PER CALTRANS 325 LF 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY STANDARD PLANS NO. A24E YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. APPLY THERMOPLASTIC "SIGNAL AHEAD" LEGEND PER CALTRANS2 EA SCALE 1"= 40' 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF 6 STANDARD PLANS NO. A24D SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN ,� WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE THE C SD IV ARROW MARKING PER CALTRANS 3 EA Underground Service Alert COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY THE STANDARD PLANS NOA CONTRACTOR. REMOVE EXISTING STRIPES OR MARKINGS SHEET INDEX 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE BY CONTRACTOR 1 SIGNING AND STRIPING — TEMESCAL CANYON ROAD DAL TWO WORKING CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE2 SIGNING AND STRIPING — CAMPBELL RANCH ROAD BEFORE DAYS SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE WITHIN ;: I !P INSTALL STANDARD SIZE SIGN PER MUTCD 2003 R3-7R 1 EA 3 TRAFFIC SIGNAL PLAN YOU DIG YOU DIG SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT MARKERS x ,_ - BY CONTRACTOR W1-7 1 EA TOLL FREE 1— —�27— ARE TO BE INSTALLED ON ROADWAYS WITH "EXPRESSWAY" OR "ARTERIAL" �„ � ,l C �., �} ,� � £. POST 2 EA CLASSIFICATIONS, OR As DETERMINED BY TRANSPORTATION. k CALTRANS PERMIT —0 —f-- N--CSC) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _.„ NOTE: SEAL COUNTY COUNTY OF RIVERSIDE SEAL �--.,� BENCHMARK. IN THE COUNTY OF RIVERSIDE, CALIFORNIA ���� NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT OFESSI CANTY ENGINEERING GROUP, INC. goFEssr® a � BM. 57—C-82 STD BRASS DISK IN M.S. 4000 I.P. NO. 1340217 SHALL NOT COMMENCE UNTIL AN ® � aT qC APPROVED BY: �,q s. �0 E � CIVIL ENGINEERING — PLANNING — SURVEYING CONCRETE FLUSH STAMPED "C.S.F.R." ENCROACHMENT PERMIT AND f OR A �w �� ��, � �� �� �= 2010 IOWA AVE. SUITE 110 P.O. BOX 52050 RIVERSIDE CA 92517 569+88.51 B.C. ELEV, 1175.05 GRADING PERMIT HAS BEEN ISSUED. =' �� q2 r/0 y 0 No. C 50993 M TEL {951) 683 — 5234 ' FAX {951) 683 — 5301 DATUM: SEA LEVEL OF 1929 AND THE TR 29320 p �#�+ PLAN w No. 33950 m FOR o TA 17EP R iDE cousin, cAu1-oRNIA DATE w Exp. 9-30-05 ;r SUPPLEMENTAL USC & ADJUSTMENT OF 1934 STRIPING N V D SIGNING P 1� OF— ®SHTS. The private engineer signing these puns is responsible for Exp, 6-30-06 KH D A. OT AN * PREPARED UNDER THE SUPERVISION OF: R.C.E. NO. 50993 REFERENCE: 261767 j CANYON #,� accuracy and acceptability of the design hereon,in the event of CIVIL s CIVIC EXP. DATE: 9 30,(05 .. 9 �-+ 11V discrepancies arising after county approval or during construction, S \� SCALE' 1 =40 AD the private engineer shall be responsible for determining approval b o the DATE GY MARK APPft DATE P, EXP. p4r' { .0 �rF aF CN�� � acceptable solution and revisingthe plans fora y OF CA�1� RECOMMENDED B Y ENGINEERING DATE DATE DATE. FOR W.U. COUNTY county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE AUGUST 2005 SYCAMORE CREEK 1236-001 FILE No 4' 1% C4AI �C44 l ' "04D D EX. R 1.2/SNS 7 1 R ONLYI ONLY r r r J R3-8 (SPECIAL) --- 1� ° IP CAMPBELL RANCH RAD 12� EX C&G RM 1 EX R/W REPAINT DETAIL 11 DETAIL 38 AND DETAIL 28 Q CONSTRUCTION NOTES: TOTAL QUANTITIES APPLY THERMOPLASTIC "SIGNAL" LEGEND PER CALTRANS BY CONTRACTOR STANDARD PLANS NO. A24D �-- _ } REFLECTIVE MARKER IP INSTALL STANDARD SIZE SIGN PER MUTCD 2003 BY CONTRACTOR m of TYPE D TYPE G E; 19REMOVE AND SALVAGE EXISTING SIGN DETAIL 11 950 LF BY CONTRACTOR RM REMOVE EXISTING STRIPES OR MARKINGS DETAIL 28 1100 LF BY CONTRACTOR DETAIL 38 250 LF STOP MARKING 4 EA SIGNAL MARKING 2 EA SIGN AND POST (NEW) W3-3 1 EA W3-8 1 EA POST 2 EA SIGN AND POST (NEW) R1 & SNS 1 EA POST 1 EA Underground Service Alert DIAL TWO WORKING BEFORE DAYS 40 20 O 40 80 T . YOU DIG YOU DIG TOLL. FREE 1-800--227--2600 A PUBLIC SERVICE BY m„ x .ma. .,.a CALT ANS PERMIT # 08-05-6—SN-0508 UNDERGROUND SERVICE ALERT NOTE: SEAL COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT RGFES3S/o CANTY ENGINEERING GROUP, INC. SHALL NOT COMMENCE UNTIL AN Ass`oNq� APPROVED BY: ��,� Q�PS s. � CIVIL ENGINEERING -- PLANNING — SURVEYING M.S. 4004 I.P. NO. Oo27 ENCROACHMENT PERMIT AND / ORA ��� P��� p� � ��o °�� ti� 2010 IOWA AVE. SUITE 110, P.O. BOX 52050, RIVERSIDE, CA 92517 TR GRADING PERMIT HAS BEEN ISSUED. �� s No. C 50993 TEL (951) 683 — 5234 FAX (951) 683 — 5301 SEE SHEET No. 1 STRIPING AND fiJ��N�N� PLA N No. 33950 m FOR TRArls� nTaoN RNERSIDE COUNW, CAUFORNIA DATE a Exp. 9-30-05 ;VOF._._ -SHTS, The private engineer signing these plans is responsible for Exp. 6-30-05 m KHAL A. O PREPARED UNDER THE SUPERVISION OF: R.G.E. No. 50993 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 2=3D-05 SCALE; CAMPBELL RANCH ROAD discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an ST CIVIL �\� 5�114 t /0-- q_(V_,,,157 �� ¢�Q I AS SHOWN acceptable solution and revising the plans for approval by the GATE 8Y MARK APPR DATE �rF OF `F4� RECOMINEN ED 80 E ENGINEERING DATE OF CN DATELDATE: ECR W.O. COUNTY county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE AUGUST 2004 SYCAMORE CREEK 1236- 001 PILE No. CONSTRUCTION NOTES: t POLE SCHEDULE 3 1 CONSTRUCT P.C.C. FOUNDATION FOR TYPE 332 POLE MAST ARM LENGTH SIGNAL MOUNTING PPB I H.P,S.V, I LOCATI-ON 1.l,S.N.S. LEGEND REMARKS U CABINET PER STANDARD PLAN ES-3B GNAL NOT NOT NO. TYPE HEIGHT SILUMINAIRE MA POLE PED QUAD LUMINAIRE A B (SHAFT MOUNT) FURNISH AND INSTALL TYPE 170E CONTROLLER --- USED USED ASSEMBLY AND 332 CABINET PER COUNTY SPECIFICATIONS. �_ A 19-4-161(100) 9,1 M(3o )> 7.6M(25 )> 4.6M(15 )> 2-MAS SV-2-T - - - 200 W 6 * Campbell Ranch FURNISH AND INSTALL TYPE III-CF SERVICE CABINET WITH 01 02 03 04 � 19-4-161(100) 9.1M(30') 7.6M(25') 4.6M(15') MAS SV-3-T SP-1-T 8 2 200 W 4' ** Temescal Canyon DUAL METER 120/240 VOLT SERVICE AND TYPE V DUAL PEU IN THE SERVICE CABINET PER COUNTY SPECIFICATIONS. NOT ` CI 19-2-161(100) 9.1M(30') 7.6M(25') 4.6M(15 ) MAS SV-1--T SP-1-T 8 4 200 W 4' 13.5' Campbell Ranch FURNISH AND INSTALL 3M MODEL 721 PRE-EMPTION DETECTOR NOT ® PER COUNTY SPECIFICATIONS. USED '' USED a 1-A 2,1 M(7') -- - - - TP--1-T 2 1 4' 13,5' II I FURNISH AND INSTALL DUAL 3M MODEL 762 PHASE SELECTOR 05 06 07 08 ti;l 15 9.1M(30') - 4.6M(15') - SV-1-T - 2 1 200 W 4' 11.5' PER COUNTY SPECIFICATIONS, 6 SERVICE GFCIPHASE � � i-A 3M(10') - - - TV-2-T SP-1-T - - 4' 9,5' FURNISH AND INSTALL 2"C-3#6 ( ) P SE DIAGRA FURNISH AND INSTALL 2"C- 4#8 (FLASHING BEACON), 4#10 (LUMINAIRE), 4#12 (IISNS) 1 1-A 3M(10') - - - TP-1 - - - 4' ** INSTALL W3-3 SIGN � MAST-ARM MOUNTING R7 FURNISH AND INSTALL SIGN AS SHOWN CLAMP FOR 1-tA__j 3M(10') - - - TP-1 - - - 4' INSTALL W3-3 SIGN L_'.I FURNISH AND INSTALL R73-3 SIGN MODEL 721 OPTICAL DETECTOR EXACT POLE LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD SEE PIAN INSTALL 3"C WITH PULLROPE PER SCE REQUIREMENTS, TYPE 1-A SHALL BE SPUN ALUMINUM Q CONTACT MR, RAY GLEIMI AT (760)369-5402. R/W 'I' CAWO" "r ROAD ALL POLE AND EQUIPMENT SHALL CONFORM TO 2004 STANDARD PLANS (UPDATED VERSION), THE ( ) IS IMPERIAL UNIT FOR REFERENCE ONLY. ®. CALTRANS R/W 51.3't 5T 38't # G-' 2 INSTALL 1.5"C - 2--#8 (Flashing Beacon) G 6T INSTALL 2"C - 3 DLC, 28 (Flashing Beacon) -+� � _�NSTALL 1.5"C - 1 DLC, 2-#8 (Flashing Beacon 3�- 3T R9-3A 7 06 � y 06 #5T _ �T� I-P EP R9-3B{RIGHT----- f — _ _� _ ---- _777- 1 - - - �E3 N 405IA2 ' TO BACK J2U 750' To BACK- -act .- INSTALL 1.5"C - 2#8 (Flashing Beacon) 06 08 I0 N OF CROSSWALK 3 OF CRQSSwALK 17+00 18+00 3 0+ 0 21 +00 22+00 /CALTRANS R/W 23+00 00 405' TO LIMIT LINE01 111L 119U A, 2120 212E R9-3A 2 _C14ALTRANS R/W ¢ ;R :9-38(LEFT) R3-1801V 7 2130 7 I 3T '�---1 �' ---� _ 7-_ � EP ' 3 C ' 750' TO LIMIT LIN ` "`------ _ 01 #6 EDISON R/W NSTALL 1.5"C - 1 DLG, 2#8 (Flashing Beacon) L 4 EDISON STUB OUT 8 08 Lam'`� I CONDUCTOR SCHEDULE #6 RUNS 7 #6 A.W.G CIRCUIT E 5 1 4 lz�_ Z� �& A l L A `� 8 i 7' HEIGH POLE A 2 2 2 2 2 8J6L 8J6L 1�•� 2 POLE B 2 2 2 2 I POLE C 1 1 GENERAL NOTES CSC POLE DE 1 1 1 1 ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR LIMIT LINE 4 2 APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 500 . OR X-WALK POLE F 1 1 1 1 2 ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6' OF SLACK TOTAL 2 4 4 5 8 3 2 1 IN EACH PULL BOX. I 3 DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE "A" PER DIRECTION THROUGH POLE B 1 1 1 1 STANDARD PLAN ES-5E. OF TRAVEL LANE QUADRANT 4 A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN P POLE C 1 1 TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. , PEDESTRIAN PUSH BUTTON LOCATION 3 POLE D 1 1 5 A MINIMUM OF 5 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN l 10U THROUGH 6' (TOP VIEW) CSC POLE E 1 1 1 THE CONTROLLER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. TYP LANE 1 TRIANGLE DIA TOTAL 1 1 1 2 4 2 1 1 6 ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING. LEFT 8 FLASHING BEACON 2 2 2 2 2 UNIMPROVED AREAS ARE DEFINED AS LOCATIONS NOT PROTECTED BY (54 15' 30' CURB AND GUTTER. TURN TYPE E LOOP DETECTOR SAWCUT DETAIL. 10 LUMINAIRE 2 2 2 2 2 2 2 7 OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL l TYP TYP LANE 12 IISNS 2 2 2 2 PLACEMENT. STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED 1 01 DETECTOR 2 2 2 PRIOR TO LOOP DETECTOR INSTALLATION. 02 DETECTOR 3 3 3 3 8 ALL DETECTOR LOOPS SHALL BE ROUND (6' DIA) WITH 10' MINIMUM SPACING (TYPICAL FOR 8' ISNS) DLC BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE 06 DETECTOR 2 2 2 UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS 1 BEHIND LIMIT LINE l r- 10 �b8 DETECTOR 2 2 OR CROSSWALK UNLESS OTHERWISE INDICATED. LOOPS SHALL BE TESTED AND P PEU �' �' 4' 2,' APPROVED PRIOR TO FILLING SAWCUTS. F7 SEE BELOW TOTAL 4 4 9 5 3 3 9 ALL CONDUITS SHALL BE 2 INCH RIGID METAL UNLESS OTHERWISE INDICATED. N REMCAVPBLE MODEL 138 OPTICOM CABLE 1 2 2 3 3 ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 14' 120 V. SERVICE 120 V. SERVICE -® > CONDUIT SIZE (INCH) 2„ 2„ 3" 3" 2-3- 3" 3" 2" 10 A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX � 1 ' 12' l tC 20 AMP � i L24 FROM AND 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET f 12, 7. 30 AMP 6 POLE BASE FOR SIGNAL INTERCONNECT CABLE. 1 20 CIRCUIT BREAKER CIRCUIT BREAKER 11 ALL VEHICLE INDICATIONS SHALL BE 12". ALL SIGNAL HEADS AND BACKPLATES TO ISNS TO LUMINAIRES 1° 8' L APPROVED SHALL BE METAL WITH LOUVERS. ALL LENSES SHALL BE GLASS. `o WATER TIGHT 15 AMP TEST 1 15 AMP 12 ALL 12" SECTIONSRED, AMBER, AND GREEN) SHALL UTILIZE LIGHT EMITTING 10 l � CIRCUIT BREAKER ITC CIRCUIT BREAKER IISNS STRAIGHT ARM MOUNTING DETAIL ELECTRICAL BOX DIODE SIGNAL MODELES. 'Q � 30AMP. 1 PNO 60AMP. 1 PNO 13 ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL 0 NOT TO SCALE UTILIZED LIGHT EMITTING DIODE SIGNAL MODULES. -0 `� MERCURY CONTACTOR MERCURY CONTACTOR 14 ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED0 DUAL PEC WIRING DIAGRAM �ACKBOLTS CCLAMP �f^ BY THE RESIDENT ENGINEER. 91* {ASTM A-307) 7/16" DIA HOLE IN CLAMP 0 SPECIFY POLE „ " . DIA. AT 24' SUPPLIED WITH A TYPE F t ABOVE BASE 3/8" ° 3/8"-16UNC BLUNT 1.5" DIA DEBURRED l POINT TAPPING SCREW POLE PLACEMENT HOLE IN CLAMP i (PILOT HOLE TO BE B CLAFIELD DRILLED) MP NOTCH OR DRILL t CUR FOR DRAINAGE 1" DIA HOLE W/GROMMET IN POLE (FIELD DRILLED) TOP VIEW ELEVATION `m t 0 cn w Underground Service Alert © , M BCR SG# xxxx 20 10 020 40 80 DIAL TWO WORKING � � �r � `.s o LT xxxX m ._, ... : BEFORE DAYS SERVICE ADDRESS: YOU DIG YOU DIG SCALE: 1"= 20' 8J6U C ` �' '" .. ,v. 8J6U 24696 Campbell Road TOLL. FREE 1-800-22 —2600 A PUBLIC SERVICE BY CALTRANS PERMIT` # 08-05--6--SN-x}508 UNDERGROUND SERVICE ALERT . NOTE: SEAL COUNTY COUNTY OF RIVERSIDE SEAL 4 BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. WORK CONTAINED WITHIN THESE PLANS oFEss� TRANSPORTATION DEPARTMENT QROFES� CIB CANTY ENGINEERING GROUP, INC. M.S. 4000 I.P. NO. 040217 QR A�q APPROVED BY: �, Ps � CIVIL. ENGINEERING - PLANNING - SURVEYING SHALL NOT COMMENCE UNTIL AN ® F ENCROACHMENT PERMIT AND / ORA �4� ��`�® A. �r'�r,� ��, ��o p� TR 29320 3 2010 IOWA AVE. SUITE 110, P.Q. BOX 52050 RIVERSIDE, CA 92517 SEE SHEET N0. 1 GRADING PERMIT HAS BEEN ISSUED. =' �� 2a. w No. C 50993 rn TEL (951) 683 - 5234 FAX (951) 683 - 5301 TRAFFIC SIGNAL PLAN `�� aNo. 33950 M FOR ATiON RIVERSIDE COUNTY, CALIFORNIA DATE w Exp. 9-30--05 � r CANYON OF—1_✓_--SHTS. The private engineer signing these pians is responsible for Exp 6-30-06 KHAL A. PREPARED UNDER THE SUPERVISION OF: R.G.E. NO. 50993 TEMESCAL (`� ((`�SAD accuracy and acceptability of the design hereon,in the event of CIVIL CIVIL �\P EXP. PE: 1 =20 A C PELL CH RV discrepancies arising after county approval or during construction, SCALE: " ' the private engineer shall be responsible for determining an DATE BY MARL( APPR DATE �q �'� $�- �rE t��� Awt-j�' A� acceptable solution and revising the plans for approval by the lE OF CA��fa RECOMMENDED tJ LE ENGINEERING DATE aF C�� DATE DATE: JANUARY 2005 FOR SYCAMORE CREEK W,4 1236-001 COUNTY county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE FILE No.