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HomeMy WebLinkAbout1380-S l0 7 v v N `b. Q „ Ar ov�e h Q � h ti ff ti V Ora GENERAL NOTES ti 100 gOL I D 44.l W#I7rI_ L.I NE b I � e, 251 on1 CE�lrE72 RKE2S AT -- \ -- \ _ vV SIGNING AND STRIPING 1. All details and dimensions for traffic signs and the installation thereof — Ex•C• G• � � shall conform to the Caltrans Sign Specifications, Traffic Manual, and N — — — — ` — — — — — — ¢~V — — Maintenance Manual. � �0o•-4w 4 yV _ � lTl Q) 2. New and relocated signs shall be installed using green non-perforated i ZWLTL / ,,s ZN/LT ,� Unistrut posts and anchor sleeves except as noted. Sign posts shall be •ZK 1 3/4" x 1 3/4" and of sufficient length to extend from the top of the sign (s) to between 6 and 8 inches into the anchor sleeve and provide 7 Inv feet of clearance between finished grade and the bottom of the sign (s) �CThe anchor sleeve shall extend 1 to 2 inches above finished grade and 4 r m 4 4 WN�TE FO&E L E (ND MAIKER5� V 3 � EST � -------- -------- - ---- - ----- - --- _ -_ shall be 2" x 2" by 30" long. Post shall be attached to the anchor sleeve utilizing Unistrut corner bolts or two Unistrut drive rivets at 5TH STOP -- I,_ N -- -- �� right angles to each other. Attach signs to post using the drive rivets Ap _ or other City approved techniques. Install R26 , R26 (S) and Neighborhood O Watch signs on green 12 foot U-channel posts when street light poles are 02' 0 V Q not available. I p�r 00 0 --,c �1 10 4u, [�tl 3. Painting procedures for striping and pavement markings shall conform to �-, X the Standard Specifications for Public Works Construction, 1985 Edition with 1986 and 1987 supplements and the following provisions: \ a. Paint, pavement markers and all details and dimensions for traffic stripes and markings shall conform to Caltrans Standard Specifications, I Traffic Manual and Maintenance Manual unless otherwise noted . Pavement egends shall conform to City of Rancho Cucamonga ' s maintenance stencils. b. Existing traffic stripes and markings that do not conform to the plans shall be removed by wet sandblasting. Sale. !'y=¢0' C. The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness 7 and accuracy thereof to the satisfaction of the City Engineer. d. Spotting shall be completed and approved prior to removal of any existing stripes. Existing stripes and markings shall be removed prior to painting new ones, but in no case shall any section of street be left without proper striping for more than 24 hours, or over weekends Sk) or holidays. v V 4. At I SISMC Te BE 2EMOVED 514ALL BE DELaEtttD TO TI•.E CITY ki S. SLGPL RELDCATI0%5 5UALL BL'. Ar DMECTI0A1 OF THE EA1b1^4EEe Q SIGNING AND STRIPING CONSTRUCTION NOTES 5 /80' Transi�ior/ 5 200' �°�}�uv lO. Paint crosswalk lines 12" wide . Provide 10' (feet) of clear width S 5 I {{pPJ between parallel lines. 1 P o� Paint a per er detail. rr' �/ `►. h O y, ,� �1 �► p�p0 3O. Paint "Stop" and limit line pavement markings. ,� h 231��� ® Paint new striping lines as indicated on plans. (With raised pavement O 1 markers per City Std. 407) . Install new signing. �1 X. 2/0 RSV_1 E URVE M p� L�/50 / �l N� 2 R © Remove existing pavement markers - typical, including those which are 4)1 —� — — — — — — '- 2 m � 30 � � 4* •� SOL/D WH/TEL/NE not shown on plan, but are in obstruction. Q PANT .SOL/D 90L vE /O LLON/4 erx --T r' � Sand blast and remove existing stripe - typical. v , ~ 200 - p� DBL SOL/D YEL l0W L Ale- )7 - - �— m -- t - --- /h0 O�r/i� � � 2 D - "W - + ® Paint "Signal Ahead" per 6-22 "Traffic Manual . " ¢_W O b -- __ - - /so'_ �_-- N �-- -B _----_-J `�►t` -- -I-s4�900'L/9 VH/TE@45'Ol NE2O'CEN-� T ¢ /50'- e -404 D-WN/Ti O10 ALCM0VE .4,V0 5ALVAI-E. -t-RAFF/L S/L./V. WH!TE L a R-CLDC FTE pc,e PL/4 Al 48' aoo'ro 4 A.C.8ERM o )CROSSWa / •a G. 1 / 11> J R WD r- PAINT 3 LFs1bTNi�5 OF 8" W#rrE PA/AIT l2" SOLID WIf17� L/IVES u/vE , AT ,i' A)>ARrQ , p� CAL_7T �! / A; .45' AA10 20 ON eEu-tee. .See Trct .Fic 519nOLI P/a.n 5 5 OFr/+-IL 37 w /T�ovi R/+►sEr� � ti ti ' 5 " e' �C I P1J UE7U�tlT /ldA 2 KE12 S Q M V �, N Q 5. I Rf v/5E0 LEFT TURN&R/GNT T[/RN DANES //-8-!go J04 DESCRIPTION OF REVISION DATE CITY lu APPROVED . ......::...::.... . . %ZQuo y ��N CITY OF RANCHO CUCAMONGA i 4/1 5f i all . .. ......_-- -•----•--••-� _... ..... .. ------• V �Q� ���,E /,��� �° S'i nig ri i� ........... . ..... . --....... _. - _ .� ,�. hQ. 2; {,; Arrow iPovfe r� * F,-o,-77 Cen/er .S/reef fo Aloven Avenue E XF. DATE_,�30�9j F CSV 1►. Q���`Q -- a OF L ALF , I Sop' d�2 N APPROVED BY.' DATE: 3w)I /bDI IGb 10a' 4 CITY ENGINEER R.C.E. N0.. 2397 � � O r /Dbl SOL/D 4 " WN/T� 1 DESIGN /nv1 e , E, L $• Zhu, RECOMMENDED CI ' L I)VC- W IT ff 7YPE 6 &'A/L Haven Corn ecce- )r 3 O Jfq A R KE25 147' 2 S onl 9036 Haven Avera �v� /DD I DRAWN Rancho 0 a�ronga n/ioar,"a 91730 SHEET 7ee% 9 9 CE�VTE7Q G' G'• Pho»e:(7/4)' gLW 392E -4—OF I � I CHECKED lot;i� � DRAWING NO V E. NO 203Gb nn ir�vxt 3EfNO � ffiDAT7 i2-q-89 t 13A 0 - _ NO GENERAL NOTES GENERAL NOTES [CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. CASE 1 THE SPECIAL PROVISIONS. ' "P" CAB. = 7. PULLBOXES SHALL BE NO. 5 AND CONDUIT 2-INCH RIGID METAL, EXCEPT AS SHOWN. SECTION (L OF DOUBLE YELLOW LINE 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI- �� OR MEDIAN CURB FACE CATIONS. TRAFFIC MANUAL. MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. CONFORM 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS - - PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY UGHTING (ONE 30 AMP PER S - - LEFT TURN LANE "P" CAB. - o{ .i'`' 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALKI _ 30' 15' 10' 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PU8L1C IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. in b N WORKS CONSTRUCTION. 1988 EDITION. * 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION o 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 80WHITE TURNING LANE LINE CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR FOR THE INTENDED OPERATION. - — - - - SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY 2 THRU LANE J COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- U11UTY COMPANIES PHONE NUMBERS STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR -� SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SOUTHERN CALIFORNIA EDISON CO. 714 947-8269 10' iv v_ UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA GAS CO. 800 422-4133 '' CASE Z * ARE NOT SHOWN ON THESE PLANS. GENERAL TELEPHONE CO. 800 422-4133 — — PACTEL 800 422-4133 "P" * 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT CROSSWALK AND LIMIT LINE LOCATIONS PRIOR CUCAMONGA COUNTYI WATER DISTRICT 714 987-2591 SECTION CAB io = 4" LANE LINE TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR (WATER AND SEWER) }-� --- - -- - -- -- - - LAYOUT. UNDERGROUND SERVICE ALERT (800) 422-4133 THRU LANE "P" CAB. SIDEWALK . w 04 i SIDEWALK I �} _ 10' PLAN SECTION 0 4 LANE LINE OR 8 ;,� O TURNING LANE LINE 3 w URB = N I N EXIST. C do G THRU OR RIGHT 10' 0 E.C. R. TURN LANE * v C_ASE3 2' w 3" N "P" CAB. SECTION = CAB is = 5, w O _ �� _c , 8 UC- 6)'L C SIDEWALK � '� TOP OF CURB FACE > 4M t- -- �,VARIES� : .� .`: o � O O +V PLAN SECTION U 47 TYPE •P• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.S.N.S. LEGEND DETAIL PAD_ DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS MOUNTED IN A RAIN PEU SEE P.E.U. UNIT MOUNTING DETAIL 15 TIGHT ELECTRICAL _ > 0 ENCLOSURE FABRICATED r a > > ARROWHEAD SPRINGS FROM ZINC COATED I I a a NEUTRAL _ ► 9 a Q SHEET METAL AS PER En 0 NEC TO 120 V SIGN OR 0° O Z V) E LIGHTING SERVICE w Q RANCHO 15 0 PE UNIT _ _ BREAKER(S) 1<0 = = CUCAMONGA �- -- RIALTO TO I.S.N.S. CLAREMONT F007HILL BL FONTANA OSAN BERNARDINO 0 SLIP FITTER TO SPDT 125V 12A I I S.P.S.T. RELAY CONTACTS O UPLAND 66 ARROW HgWY O O Z SHEET INDEX MATCH TOP OF SWITCH AUTO 125V-AC 15A COIL 125V )OLTON SIGNAL STANDARD TEST (NO OFF) A T � AC 5000 OHMS 10 O 10 1. TITLE / DETAIL SHEET L_ _T J CONTACT ENCLOSURE O MONTCLAIR ONTARIO SEE SHEET 2 OF 2 LOMA O POMONA FOR DETAIL LINDA 2. HAVEN AVE. AT ARROW RTE. P.E. UNIT MOUNTING TYPE 11 PHOTOELECTRIC so O O GRAND TRAFFIC SIGNAL PLAN DETAIL CONTROL WIRING DIAGRAM CHINO TERRACE 83 RIVERSIDE O 125 AMP METER P.E.U. SAFETY SOCKET PROJECT LOCTION MAP SOCKET TEST BLOCKS L—REMOVE-NO No. REVISION APPR. DATE I CONNECTION CONNECT REM°'� - I CITY OF RANCHO CUCAMONGA I I - °°""Ei:► TRAFFIC SIGNAL FLAN HAVEN AVENUE AT ARROW ROUTE I REMOVE-NO SHEAT DETAIL J 50 AMP. CONNECTION 30 AMP OA N 08 GENERAL INFORMATION AND DETAILS 0 EQUIP. 15 P. GROUND UNMETERED APPROVED BYx'22397 1/0 SERV. CITY ENGINEER _� R.C.E. N'0.___ GROUND TO I.S.N.S, TO CONTROLLER TO DESIGN 7RE"0ME NUEliPHOTO ELECT. LUMINAIRES CITYCONTROL - DRAWN SHEET SERVICE WIRING CITY 5 OF _ CHECKED DRAWING NO. i, PROJECT SHEET OF I 67' I I 67' CONDUCTOR SCHEDULE CONDUCTOR SCHEDULE [CONT.) 58_ _ FA-8-31--4 CONDUIT RUN CONDUIT RUN artJ )_ J IJ AWG CONDUCTOR nn n n n n n n AWG CONDUCTOR nn 3 4 5 n W' r � -- `- - - I I i I I I POLE SCHEDULE 1 2 L3� L4� z_ �6� L._�� L8� 2 z_ Z_ LSA z_ L_� L8� L) 01 3 3 3 3 01 2 2 ox 02 3 3 6 02 3 3 3 1 1-N-6 ►- Q I I I I STANDARD H.P.S. I.S.N.S. SIGNAL MOUNTING PPB 03 3 3 3 3 6 3 03 2 2 N I I I w LUMINAIRE LEGEND REMARKS 04 3 3 3 3 3 3 DLC 04 2 2 2 2 2 NO. TYPE HEIGHT SIG M.A. ILUM M.A. VEHICLE PED PHASE 05 6 3 05 2 2 2 06 3 3 3 6 3 TYPE C 06 3 3 41' AO 15 30' 15' 200 W. SV-2-UM SP-1-CS 06 07 3 3 3 6 07 2 2 2 2 2 08 6 3 08 2 2 3 v 16' 12' 10' ' 0' 141 11' 25' o O 29-5-80 30' 50' 15' 200 W. Arrow RTE 2-MAS MAS SV-1-UM SP-1-CS 04 I.S.N.S. DETAIL ON SHEET 1 02+3 OL FU 2 2 4 TOTAL 4 4 9 9 4 18 5 w 04+5 OL 2 2 2 2 2 2 I / I I �_ J I C 1-A (E) 10' TV-E) SP-) 04 02PED 2 2 4 2 CONDUIT SIZE 2"(N) 3"(N) 2" 2" 2" 2" 3 2" I I I/ E E #14 04PED 2 2 2 2 2 2 ALL CONDUIT EXISTING UNLESS OTHERWISE NOTE: (N) = NEW I I ,� I I X OD 26-4-80 30' 45' 15' 200 W. H oven moo MAS MAS SV-1-UM SP-1-CS 02 I.S.N.S. DETAIL ON SHEET 1 06PED 2 2 2 4 2 INSTALL ALL NEW CONDUCTORS I AB I I I W 08PED 2 4 2 W v I i I O 15 30 15 200 W. SV-2-UM SP-1-CS 02 02PPB , 2 ' 2 ' 2 PHASE DIAGRAM Z ► _ , _ _ _ O I I / I I I OF 29-5 80 30 50 15 200 W. ArrowR soo 2 MAS MAS SV-1-UM SP 1 CS 08 I.S.N.S. DETAIL ON SHEET 1 06PPB 1 1 1 1 2 1 Q 1 W 08PP8 2 1 I 0 > I I I I N G 15 30' 15' 200 W. SV-2-UM SP-1-CS 08 PPB COMMON 1 1 1 1 1 1 2 1 o-- -� N Q I O 5 I NII AVE SPARE 3 3 3 3 3 3 6 3 � � I I H 26-4-80 30 40 15 200 W. Haven MAS MAS SV-1-UM SP-1-CS 06 I.S.N.S. DETAIL ON SHEET 1 TOTAL 14 15 24 32 15 36 13 78 22 (1 I I / I I o O s400 # 01 02 03 04 EXACT POLE LOCATION SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD I I I INSTALL ALL NEW POLE AND EQUIPMENT UNLESS OTHERWISE NOTED: # I.S.N.S. 2 2 2 2 2 a- —� I z I ,� I v I (E) = EXISTING EQUIPMENT 12 � .. IFI � I TOTAL #12 2 2 2 2 2 05 .m M / I I I N INSTALL NEW SERVICE PER 04+50L �a I " STD. NOTES ON DETAIL SHEET LUMINAIRE 2 2 2 2 2 2 2 Is G r / I 41 I 2-C- 2#8 #10 SIGNAL COMMON 1 1 1 1 1 1 2 1 05 06 07 08 I I �` 2-N 6 I I ( I o 2"C- 3#8 TOTAL #10 3 3 3 3 3 3 2 3 , a i, 06 5 E.C.R. rMP, SSP, N�� RS / I I F RS � _ � L _ J I -© --- , O � PP 1377528E ARROW N REPLACE EXIST. TYPE "R" CABINET ROUTE R/W � /,n ,I' � `�; ^ CC ;,7 `, EX STITH NG CONIROLLERET.ASSEMBLYE R 0 P 6 / y -6 RS --- 0 8 02 0 02 0 P 2-C-08.3-0 r RS — — -� — _ 1 1L2"C - 1 DLC (NEW) EXIST. C & G (3-08 3-03 H 0.5' 12' — , - _— — -- — --- — _ - -- --, — EXIST. C do G 2-08PB,1-06PPB) O ,/� " 6 --��- 2 C-11#14 O EXIST. — -- 08 4 (3-02,3-05,2 02P E — G -02+3 UT), 8PPB) 07 I I ; // ' EXIST. CONDUIT AB T - °o '- a L -J I _ _ — - - - - - - - - - - - - ` / ~La G o G I i - - ///w EXIST. 8"WHITE qB �. —W - - — o - - - -- 08 \ — o ° - - i N I AB 100' 285 TO i F M 30' 15' 10' i � o �- L I I50' _:" - - - - - - k- L J X-WALK - - - - --- =- _ S e o - _ - - - - - - - - - - � - - -\--90' REVERSE TAPE -- ---, �( i I I 1 I _ - w�--' I I 1—W-7 r - � r - - � ° 7 _ J 0 t>�'J L _ J L _ J 2 E 3 150 —.�� L _ J -- - 4a4 _4 L - � L X03 _ -, �- b 2-W-7 ` _ -, �- � A — -- - o--, - - .-• -- - - - - ; � ,-E-3 (FU T) - - - - - - - - - - - - - N _ - - - - __- ' - - - - - - - - _ _ 1 ( AB I lT `vJ LJ LJ — — — — —� — - r 285' TO X-WALK - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - \ ' Ii i I ' 0 — _ _ T E.P� I \ l,1 Ir - EE DETAIL "A" to -� '- - - - - - -\- - - - - - - - - - - - - -\- RS T I i E.P X111 ii -- - -- - v�V M-04+50 FUTURE C do G EXIST. C do G (BY OTHERS) 04+5 J AB --� -------' ° — RS OD — 0 RL � -. � � \04P FUTURE C ac G 1 2 C 1 DLC NEW SEE DETAIL "A" B 12' 18.5' 3`; _4'`, / R/w A \P 06 6 06 0 3-S-2 %,� P R/W n T 43 NOTES: 0 � 0 � `h c, 1. ALL EXISTING POLES AND EQUIPMENT THAT ARE NOT BEING REUSED ON / I I I 02 FR--Slj THIS PLAN SHALL BE SALVAGED AND DELIVERED TO CITY YARD. © REMOVE MEDIAN AND RECONSTRUCT NOSE AS SHOWN PER CITY STD. NO 314. I ® 2- -2 I I I I I I THE TOP AND FACE OF CURB SHALL HAVE AN EXPOSED AGGREGATE FINISH DETECTOR SCHEDULE ACHIEVED BY USING LITHOTEX TOP SURFACE RETARDER BY L.M. SCOFIELD ( I o COMPANY OR AN APPROVED EQUAL METHOD. AGGREGATE TO BE MINIMUM I I I I I 47 I I 47 3/8" AND MAXIMUM 3/4" UNCRUSHED ROCK. AGGREGATE PROPORTIONS TO SENSOR UNIT CHANNEL LOOP DENIGN6ATION � I I J BE MINUMUM 60% AGGREGATE AND 40% WASHED CONCRETE SAND. AGGREGATE 1 ( I I I Q 5 # 2 1-s-2 I I II COLOR TO BE GRAY AND LIGHT GRAY TONES. THE SAME SOURCE SHALL BE I I / I i Z 67' I I 6�' USED FOR COARSE AND FINE AGGREGATES. ALSO, THE SAME BRAND AND TYPE 1 1-E-8 I I I I ) I OF CEMENT SHALL BE USED THROUGHTOUT THE DURATION OF THE PROJECT. #2 2 1-W-4 0 - ow CONCRETE TO BE 3250 PSI AT 28 DAYS WITH NOT LESS THAN 600 LBS. 1 2_N_6 CEMENT PER CUBIC YARD. 2 1-N-1 GREEN I I I I I o REMOVE CONFUC11NG STRIPING AND PAVEMENT MARKING (IE. CROSSHATCHING 1 2-S-2 TT-7 0 EXISTING WITHIN NEW CROSSWALKS, ECT. BY SANDBLASTING. / No. REVISION APPR. DATE ® IN #2 NB LT LANE, ) 2 2-S-5 OW I I I I I N I I I ALSO SANDBLAST ALL OTHER CONFLICTING STRIPING AS APPROVED BY THE 1 2-E-8 I ® - ENGINEER-IN-THE-FIELD. #5 2 2-E-3 I I I I w I I In , I I CITY OF RANCHO CUCAMONGA R PAINT 12" SOLID WHITE CROSSWALKS WITH 10' BETWEEN PARALLEL LINES. 1 2-W-4 ��► cR� I ,n � ® PAINT 8" SOLID WHITE LINE PER CALTRANS DETAIL 38 2 2-W.7 � 0 I N ;' I I � I / I i TRAFFIC SIGNAL MODIFICATION PLAN 1 2-N 1 � I I I I I S 2 1-S-5 DETAIL 'A' ® PAINT WHITE ARROW OR LEGEND AS SHOWN. 1 1-W-7 w I I I �lm I � / ® I HAVEN AVENUE © PAINT SOLID 4 WHITE LANE LINE WITH TYPE G MARKERS AT 25 ON CENTER #8 2 1-E-3 FLIT w I N I I - / I I ® PAINT DOUBLE YELLOW UNE WITHOUT MARKERS. 1 3--N--6 j I I wl v / I AT � 2 3—s-2 � ROW ROUTE Z I 16" 12" 4' 10' 11' 11' 11' 14' �► I I 0 0 U ® 1 iJSTA LL_ �Yt'E A Mk2K.GR� AT 1 O ON C.�1►1T�'LZ . W I � � I APPROVED BY i DATE _1/(p/fir/ _4 , CITY ENGINEER R.C.E. N0.22397_ ATTENTION = / I ( I I I I / I I I I �r� ``��r DESIGN R MENDED ® I L_ J L _ J / ,_- J.F. DAVIDSON UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL o o I I I I 1-S+2 j �� �� ,� ms`s O.M.A./K.T.O ,c_ = ASSOCIATES, INC. _ - 0--& BE THE CONTRACTORS SOLE RESPONSIBILITY TO VERIFY EXISTING UTILITIES BY I I 0 M I �� f, DRAWN 3426 TENTH STREET SHEET CONTACTING UTILITY AGENCIES, AND TO EXERCISE EXTREME CARE TO AVOID I I I I I v No. 3�.� Ri erside, CA 92502 DAMAGING EXISTING UTILITIES DURING EXCAVATION. \ Lj K.T.O RI 4)683-CA 9 FAX:(714)686-5807 -OF�— �?,� Ciy� CHECKED l '.;Lam'✓ R.C.E. NO. 35458— Dj 5 N50+ 3 OF .� - DATE, � yo FILE NO. 8911280 --1-•-1 i I