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HomeMy WebLinkAbout3941-1 STREET IMPROVEMENT PLANS GENERAL NOTES: C I T Y OF F NTA A 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA ROVE1VIm �� FOOTHILL BL STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS STREET IMP i.\ 1 PLAN' SFOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONSf`J j �j AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. j ARROW BL >- ARROW BL FOR r 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS oc MERRILL AVE. THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE rx— PROJECT "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE 1 /� � Q �, 0 �' CITY ENGINEER FOR RESOLUTION. TRACT I\4AP (,� L.ij Q SITE PDQ P RANDALL AVE 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY JFg 2 /k/AR 18027 Q MS 285/2728 ik SAN BERNARDINO AVE F0 ENGINEER. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH SHEET 5 T Q J tiy� \ ; < > —� TO MATCH EXISTING CONCRETE. �,gF/1�'-/ 4'Z4p yJ'1fJ ! ? J �i j ) O IQ l / / ` ' W `t e 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA r,/�� yJ/5 \ .� COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START r i \t---'y ✓T A _ p VALLEY BLVD, m u) 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE -1-- _I- ____ ___- \Z OF ANY WORK INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO LOCATION OF THE SEWER LATERAL. I 1_ C.4TAGY9A A VENUE _ __ ___ _ \'4�• < WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN ---t ----- I - -fL---1- —1-- ---- - - ------ - `- 4.y Q� 1 _ 10 FWY v 0 THE CITY LIMITS. CALL (909) 350-7610 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE _ I I - - BEEN PLACED, INSPECTED AND APPROVED. _ '/-I { l r T r-I �i ��� 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS 181 I >-- I I Z SANTA ANA AVE 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO i GCS I AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC L __�._ ___..r _ 1 17 �- J�- CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY PAVING OF STREETS. I < z 18 ' )! I Q TRAFFIC ENGINEER, 17 I Ct D I 16 z , 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR 1- O 1 D I VICINITY M A P 40 ONNIIIIIMIIIMI 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TO PLACEMENT. --' ' ter- O I DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 1 18 -- 1 15 --J H LAND zY IIA 7:671? COMPANY N.T.S, 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION L AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOULS TESTS TAKEN --- 19 —L U I 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH AFTER COMPLETION OF ROUGH GRADING. k 1 < I r---1-�-1--e WORK FOR TRENCHES S FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE 1/4'1\ A.', --�--1' I 14 t- I L-___1-_ _- DIVISION OF INDUSTRIAL SAFETY. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR >\ - -- 20 n11 L- I I ( STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT Z� ��4--11I -T-- I 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF � Y4' - , L.Li, f 4 1 13 TRACTr E OUNdARY , , I _ LEGEND: SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED ROUGH GRADING. --`� 21 =j �� ®_-.j...--._. 1 I I I I j SHEET INDEX TC TOP OF CURB MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF 1' Q -_ NI ( I 12 + 10 i 9 18 1 7 a 6 15 I 4 13 12 e 1 1 , FL FLOW LINE THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE 33 ALL MANHOLES, CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO T 1 e IW SHEET 1 : TITLE SHEET FS FINISHED SURFACE I ' I ,....4.........i. L .1 L .1 I 1 J L 1 I `t SHEET 2: DIANTHUS STREET IMPROVEMENT PLAN FG FINISHED GRADE FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. -----�� 22 , GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 7-� , e ' , e e e e —�'-` t� FF FINISHED FLOOR -/-,-;, O 1� 'Q 1 11 e e + HEETe 3 + + e + e I SHEET 3: SYCAMORE LANE IMPROVEMENT PLAN GF GARAGE FLOOR 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, m --® ® e I I k W9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY 23I / I ! I _I____1_ __J__ _____1__J__J____ I /'/.1 = SHEET 4: RANDALL AVENUE IMPROVEMENT PLAN PAD PAD STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION ----- L __ __ __ TW TOP OF WALL WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. OF THE CITY TRAFFIC ENGINEER. I- I _-� �► �* a �" "-' ``� �'t* I to SHEET 5: CATAWBA AVENUE IMPROVEMENT PLAN TF TOP OF FOOTING 7'/ Q �' A \e 1 --_ ---42—.SI'Gfl/ � �--- - - --- --l--'I�' H HEIGHT 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND `�\e I B \. l—Y _ _ r _ __'—'l�—� _`--' _r _ I FE PROPERTY LINE L LENGTH INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY 24 1, 1 --� I — — ' 1 J 1 I C i \ R/W RIGHT-OF-WAY DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING ENGINEER. �� -J + + + + e ' ' e e - ---t— RETAINING WALL I , e + 1 1 1 e t 1 1 e UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE . I _ I , — (120) EXISTING ELEVATION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 36 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF .7'J e �.__�___�__�.__�__— �__�___�__�___�__ �.__�__—�_—� 1 1` .l.e 120 TBM T MPORYDBENCHA MAN RK RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. / e ® + + + + 1 1 1 1 e� TWO WORKING DAYS BEFORE EXCAVATION. 25 26 27 28 29 30 31 32333435 3637 38 BM BENCH MARK e ' e e + + + e .�____ I I I 1 I 1 I I I I 11 C CUT 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES \ 1" I `-1 F FILL SAWCUT LINE x !4 i TRACT BOUNDARY I I ! N NATURAL INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, TC PER JOIN EXISTING EX. P14/7" -- PROPERTY LINE LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER., RECLAIMED WATER, SEWER. PLAN PROTECT-/N-PLACE z o, RAST MAR 5'f0J/ I L-- ISI I STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE 1 22%MIN EX. PINT - -�---� — EXISTING CONTOURS PROTECT--/N-PLACE SAWCUT LINE w ��'� f��/ � � INDEX MAP PROPOSED CONTOURS GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. WESTERLY© 2% 2.2700 2% EASTERLY TC PER JOIN EXISTING o> NTS LIMIT OF OVEREXCAVATION R•O,W• VAR• ' --I R.O.W. Q — CUT/FILL DAYLIGHT LINE , _ i"' --v. ` ------ - - �.- —I:1_1 PLAN I >i a- EXISTING 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES + � r + 1.55 °MIN ``'w SOUTHERLY WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH ' NORTHERLY© 2% 2..45%1\40 O THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER 0.5111,5' 5' 6.5� 22' 22' f6.5' S•5� R•0•W ,,,,,_ VAR � ; �� ___Jr_ R.O.W. CONSTRUCTION NOTES REQUIREMENTS. ' ` I I UNIT I, 12' / 44 / 12' a I (STREET IMPROVEMENT): CITY OF FONTANA UTILITIES 13 CURVE DATA REFERS TO THE FACE OF CURB. + ' 0.5 15 6.5� 34' 12 / 18' ,r 2 CONSTRUCT 8" FCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 NOTIFICATION LIST + 68 R.O.W. + '� 9 e Q 3023 LF 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE CATAWBA AVENUE 12 • 64' i° ® CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO, 1006 - - 4 EA NOTED. City of Fontana Pacific Bell Co, (STA. 16+63.74 - STA. 19+93.59) I 76' ROW + 0 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, S=5' 15000 SF 8353 Sierra Avenue Attn: Virginia Becker 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BESET BY THE ENGINEER TO NTS 6 CONSTRUCT CROSS GUTTER PER CITY STD. DWG, N0, 104 MODIFIED W=8' 1760 SF Fontana, CA 92335 3939 E. Coronado Street TRAFFIC INDEX = 6.5 RANDALL AVENUE ( } (909) 350-6632 Anaheim, CA 92807 ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE NTSAttn: Brian Wren (714) 666-5467 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 1 Q PAINT 12" WHITE LIMIT LINE - - 1 LS TRAFFIC INDEX = 9 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 11 PAINT "STOP" PAVEMENT MARKING - - 1 LS So. Calif. Gas Company Underground Service Alert SAWCUT LINE (STA. 6+60.39 TO 9+98.29) P Y 9 (1.08XMIN) Attn: Dennis Freeman (800) 227-2600 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS. MONUMENT CONST. AC DIKE (2.o8,;Max JOIN EXISTING (3 INSTALL "STOP" SIGN AND POST 2 EA 1.72�MIN 1981 W. Lugonia Avenue TEES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. ALONG TAPER EX P1417 14 CONSTRUCT 4" A.G. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED Redlands, CA 92374 Comcast Cable TV 2.03%MAY PROTECT-/N-P/4C£ ( ) WESTERLY NG VAR. 1 2% EASTERLY NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32)- 47560 SF (909) 335-7547 Attn: Jack Hayes 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY R.O.W. X. P14/7 g ( ) p VAR. R.O.W.ROWPROTECT-/N-PLACE z Emergencies: 800 427-2200 1205 Dupont Ave. MONUMENTS, MONUMENT TEES AND BENCH MARKS, SHALL BE DONE BY A e ``` ��` 15 CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. N0. 1005, Ontario, CA 91761 REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS a / 13'± a SAWCUT LINE cw�m W=16' 38 EA So. Calif. Edison Company (909) 390-4738 1,12'-21', I JOIN EXISTING o f p Y THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE (VAR) 0 -9 > 0 6 CONSTRUCT STREET LIGHTS PER STREET LIGHT PLAN - - 6 EA 300 N. Pepper Avenue REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO I (VAR) ' I } I x a EXISTINGRialto, CA 92376 General Telephone Company 12' MIN 22' MAX II 22' 6.5 5.5 -� 11.55%MIN w 0 CONSTRUCT 6.5" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER / y ,I► - _ �- SOUTHERLY (909) 820-5598 - Underground Attn: Steve Hock 12' MIN 44' 12' z�e 2.45%M R.O.W, NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32)- - 18430 SF REPLACEMENT OF THE MONUMENT. - VAR. (909) 875-5100 - Transmission 1400 E. Phillips Blvd. f+ 68' R.O.W. e TC PER ®,m `-—��� 0 SAW CUT AND REMOVE EXISTING PAVEMENT - ----- 1 LS (213) 637-1233 - Pipelines Ontario, CA 91766 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES _ PLAN © I a (909) 357-6223 - Distribution (800) 422-4133 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN CATAWBA AVENUE ' 31 >5' 12' 18' 0 CONSTRUCT 8" AC BERM WITH SAND BASE AS SHOWN ON SHEET 4 OF 5 (800) 422-4133 THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. (STA. 11 +63.74 - STA. 16+63.74) (AC BERM PER CITY STANDARD DWG NO. 136) 1 LS Fontana Water Company TRAFFIC INDEX = 6.5 32 30' e Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw 1 g THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST NTS a '� a CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY STANDARD DWG. N0, 136 Attn: Bill Vanderkieft, Jr, 8440 Nuevo Avenue CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. t 62' EX. ROW I (EXCEPT EXISTING DRIVEWAY AREA) 500 LF (619) 868-6040 Fontana CA 92235 (909) 822-2201 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND RANDALL AVENUE Fox: (909) 823-5046 VELOCITIES EXCEED 25 MULES PER HOUR. NTS TRAFFIC INDEX = 9 NOTE: 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS 0.16' 0.16' (STA. 9+98.29 TO 11 +14,12) QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE TO BE DEPOSITED, ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF 4) 2% 2% T \ FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. EVEL LINE 2__ \._ R.O.W. , R.O.W.' �_ �e "*" INDICATED THE PAVEMENT SECTION SHALL BE SUBMITTED TO SOIL ENGINEER'S + 40 1D $ APPROVAL. ALL PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY 0 OF THE SUB-GRADE SOIL, AND EXPECTED TRAFFIC INDEX. INSPECTOR. 0.5:1i,5' 16.5' 20' 2O' fi.5' 5' , i i �► 0.5' 00ESS/4, 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION FAILURE TO t 12 • 40' 12' (, ��� \NG Cl <44,Aq CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS: OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF d 4 ��c, \.S '9iyNOTE: THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. i 64' R.O.W. ic.D ✓2 rn CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SECTION 4216/4217 OF THE GOVERNMENT `, 45846 c� CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM RESIDENTIAL STREET AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CODE REQUIRES A DIG ALERT IDENTIFICATION UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE THE CITY SYCAMORE LANE & * ' EX, (WV 0 CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT NUMBER BE ISSUED BEFORE A PERMIT TO THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL EXCAVATE WILL BE VALID. FOR YOUR DIG ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING DIANTHUS STREET) JJ. t►91.1- Q-, WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY ALERT ID NUMBER CALL UNDERGROUND IMPROVEMENTS. NTS -91F �F CA��C AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR SERVICE ALERT TRAFFIC INDEX = 5.5 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXPECTING TOLL FREE 1-800-227-2600 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. TWO WORKING DAYS BEFORE YOU DIG. APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. �, REV. REVISION DESCRIPTION , DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA BENCHMARK a � � BASIS OF BEARING: I SHOULD CONSTRUCTIOIJ OF THE REQUIRED IMPROVEMENTS NOT , QROFEssioNa . FOCUS ENGINEERING, INC. 4� LIN STREET IMPROVEMENT PLAN BM #8- 17 ELEV-1428.609 Vilikc� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL v��P �/G 'Gc�\ 25 MAUCHLY, SUITE 317 DRAWN BY: BASIS OFBEARING BEING SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ti No, 41497 ,, ` IRVINE, CA 92618 SCALE: \ . . TEL: (949) 450-0590 J.H. LEE TRACT NO. 16378 CENTERLINE OF CATAWBA AVENUE DEPARTMENT OF TRANSPORTATION DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP, 12/31/05 (TITLE SHEET) * * FAX: (949) 450-0592 DESIGNED BY: DATE: BETWEEN RANDALL AVENUE AND BRASS DISC. MARKED 8-17 FEET EAST BEFORE I► DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND :��T cIvIt , ! ALEX. C 2005-09-i MERRILL AVENUE AS PER TRACT NORTH SIDE FO HIGHLAND 1300 EE E S YOU DIG �, YOU DIG STANDARDS IN EFFECT. \- . or CAUFA, / 1 APPROD BY: MAP NO. 9200 RECORDED IN MB OF CHERRY ON THE BASE OF AN EDISON \ DATE : I CHECKED BY: // _ TOLL FREE 1 -800-227-2600 G � 1 /0/2ATE: DWG NO. 1 128/47-48 BEING N00°00'10"E. TOWER. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CHARLIE C. LIU, RCE: 41497 C. C. L. ziel Fw 3941 5 Ary yr Ic t m.- SEAL t icie 14.. ��.`"' _ CITY ENGINEER R.C.E. 51152 DATE: