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Home My WebLink About22971 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION —CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R—VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB— GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12, IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 15® WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 16. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 17. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 18. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 19. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 20. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING; FLOWILINE LIP LIP OF GUTTER A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT. ... ___(818) INV. 969-7911 T.W. TOP OF WALL CONTACT MR. BOB STALLINGS FOR BASE LINE TOP OF FOOTING H.P. HIGH POINT F.S. ROAD CONSTRUCTION F.G. FINISH GRADE GR. BRK. B VERIZON.. . ... __ ....... ............................... _.(909) 469-6340 CENTERLINE C. SOUTHERN CALIFORNIA GAS COMPANY. ....... .......... _(909) 335-7583 5800 LUMEN HPSV STREET LIGHT WITH 6' MAST ARM BY S.C.E.- PAID EXISTING TREE TO BE REMOVED P.O. BOX 3003 PROPOSED GRADED SLOPE —RAISE PROPOSED ASPHALT CONCRETE PAVING o REDLANDS, CA 92373 . EA7�—PLANT < STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY OF RANCHO D. CUCAMONGA VALLEY WATER DISTRICT ... ....... ....... .(909) 987-2591 ...... SEE LEGEND 10440 ASHFORD STREET (909) 483-7440 ENGR. DEPT. ...... __VA RANCHO CUCAMONGA, CA 91730 �D_SAWCUT TO A CLEAN EDGE......... ......... ....... ...... ...... E. METROPOLITAN WATER DISTRICT (MWD) ...................... __(909) CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA 593-7474 ....... ...... ......... L.S. 700 N. MORENO AVENUE EA. INSTALL R26(S) "NO STOPPING ANY TIME" SIGN ON STREET LIGHT. ....... ....... .......... LAVERNE, CA 91750 �g� INSTALL Wl 4-2 "'NO OUTLET" SIGN AND POST ....... ...... .. F. ADELPHIA COMMUNICATIONS .......... ____(909) STORM DRAIN IMPROVEMENTS CONSTRUCTION 481-1115 1205 DUPONT ST. (PORTION OF REDHILL) ONTARIO, CA 91762 G CHARTER COMMUNICATIONS CORPORATION.. ... ....... (909) 880-0220 4240 N. HALLMARK PARKWAY (909) 880-0230 SAN BERNARDINO, CA 92407 H. SOUTHERN CALIFORNIA EDISON COMPANY.... .......... .(909) 987-6585 7951 REDWOOD AVENUE (909) 880-0222 FONTANA, CA 92336 ITIT4w,"I 05 Mal -TIM zj, "Fo wa to I1 'iLull 1, 1 lk4l x x fog eovemenf nS 9) pP/0 W� lk 5 #AV 1 fe & fw_v/0 A Id IMMWIIQ Ado T.C. TOP OF CURB C.F. CURB FACE A.C. ASPHALT CONCRETE F.L. FLOWILINE LIP LIP OF GUTTER T.G. TOP OF GRATE INV. INVERT OF PIPE T.W. TOP OF WALL T.F. TOP OF FOOTING H.P. HIGH POINT F.S. FINISH SURFACE F.G. FINISH GRADE GR. BRK. GRADE BREAK F.F. FINISH FLOOR C.L. CENTERLINE R/W RIGHT—OF—WAY PT. POINT 5800 LUMEN HPSV STREET LIGHT WITH 6' MAST ARM BY S.C.E.- PAID EXISTING TREE TO BE REMOVED 2 PROPOSED GRADED SLOPE —RAISE PROPOSED ASPHALT CONCRETE PAVING o FIRE HYDRANT SHEET FLOW DRAINAGE EARTH SWALE AND DIRECTION OF FLOW —X—X—X— EXISTING CHAIN—LINK FENCE PROPOSED CONCRETE BLOCK GARDEN WALL PROPOSED CONCRETE BLOCK RETAINING WALL PROPOSED DECORATIVE FENCE/WALL PER LANDSCAPE ARCHITECT'S PLANS R.D. ROOF DRAIN C:EF� TRAFFIC SIGN 0 I EXISTING RETAINING WALL in w iapl` 11A, 1:4 ATJ F sit VWjf#jjTjV J1,J16j,"A' L104jA&IS AVj T 111 & A As 96181 ilk 6 w A WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT PROJECT 10440 ASHFORD STREET P.O. BOX 638 DESCRIPTION RANCHO CUCAMONGA, CALIFORNIA 91730 GAS SOUTHERN CALIFORNIA GAS COMPANY PLAN100—A.......................................................................................................................................................................... 16231 VALLEY BLVD. 6,025 FONTANA, CALIFORNIA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY 103 & 114. REFER TO TYPICAL 7951 REDWOOD AVENUE 336. ...... ........ ......... FONTANA, CALIFORNIA 92336 TELEPHONE VERIZON 19105 16071 MOJAVE DRIVE, BUILDING A PUBLIC STORM DRAIN PLAN — NORTH PORTION VICTORVILLE, CALIFORNIA 92392 CABLE CHARTER CABLEVISION 6680 VIEW PARK COURT PUBLIC STORM DRAIN PLAN SOUTH PORTION RIVERSIDE, CALIFORNIA 92503 FIBER OPTICS: SPRINT — TRANSMISSION DEPARTMENT 5800 LUMEN HPSV STREET LIGHT WITH 6' MAST ARM BY S.C.E.- PAID 282 S. SYCAMORE AVENUE 2 RIALTO, CALIFORNIA 92376 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: MONUMENT DESCRIPTIONS-, NONE FOUND pRpF E S Slo e E. � w M R C E 29224 LLLU uj ILIJ _-ILL ARROW ROUTE 9th STREET 9th STREET -----------w EXP. 3/31/13 8th STREET VL I IL �`� .-8th TREET AI CIV lu D tel E. rra Date FF C A, PROJECT SHEET INDEK CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2-8 ............................................... PROJECT SHEET SHT. # DESCRIPTION 1 PROJECT TITLE SHEET PLAN100—A.......................................................................................................................................................................... ....... ...... 6,025 S.F. 2 TYPICAL SECTIONS AND DETAILS 103 & 114. REFER TO TYPICAL PLAN 336. ...... ........ ......... 1 3 PLAN & PROFILE — LION STREET 19105 4 PUBLIC STORM DRAIN PLAN — NORTH PORTION CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C. SEE PLAN 2 EA. 5 PUBLIC STORM DRAIN PLAN SOUTH PORTION 510 r. 7 77 '7777 7 , 7 1 5NSALL CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2-8 ............................................... 195 L.F. CONSTRUCT 4" . PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. INSTALL 18" R.C.P. STORM DRAIN, 2000—D. ...... ...... PLAN100—A.......................................................................................................................................................................... ....... ...... 6,025 S.F. 53 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. REFER TO TYPICAL PLAN 336. ...... ........ ......... 1 SECTIONS AND PLAN FOR WIDTHS. ...... 19105 S.F. PLAN CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C. SEE PLAN 2 EA. FO R .11, w 11 . ..... .......... ......... ......... ....... 510 S.F. 5 ®I 5800 LUMEN HPSV STREET LIGHT WITH 6' MAST ARM BY S.C.E.- PAID FOR AND COORDINATED BY CONTRACTOR ...... 2 EA. —RAISE YIO FINISH GRADE ...... ........ ...... ....... 5 . EA7�—PLANT < STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY OF RANCHO ....... ...... CUCAMONGA STD. PLAN 502......,.,. ... ...... SEE LEGEND ...... CURB OPENING CATCH BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLAN (SHEETS 4 AND 5). ...... ........ ...... __VA �D_SAWCUT TO A CLEAN EDGE......... ......... ....... ...... ...... 18 CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA REMOVE EXISTING. ...... ....... .......... ....... ...... ......... L.S. 2 EA. INSTALL R26(S) "NO STOPPING ANY TIME" SIGN ON STREET LIGHT. ....... ....... .......... EA. �g� INSTALL Wl 4-2 "'NO OUTLET" SIGN AND POST ....... ...... .. 1 STORM DRAIN IMPROVEMENTS CONSTRUCTION NOTES 1 5NSALL 48" ITR.C.P. STORM DRAIN, 2000—D................................................................................................................................... 795 L.F. INSTALL 18" R.C.P. STORM DRAIN, 2000—D. ...... ...... ....... ...... ........ 78 L.F. 53 CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336. ...... ........ ......... 1 EA. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. SEE PLAN FOR 19W99 AND 29V99. ...... 2 EA. CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307. ........ ........ 2 A. 9�_CONSTRUCT TRANSITION STRUCTURE No. I PER CITY OF RANCHO CUCAMONGA STD. PLAN 334. DOWEL INTO EXISTING JUNCTION STRUCTURE WITH #4 BARS @ 121, O.C...___ .... ....... ...... EA. REMOVE EXISTING BRICK AND MORTAR PIPE CLOSURE. ...... EA. REMOVE EXISTING CURB OPENING CATCH BASIN, LOCAL DEPRESSION, AND 18"0 R.C.P . ..... ......... ....... .......... L.S.- CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319.. ........ 2 EA. ........... _45 ffig 0 ------- — -- — -------- — - ------ -------- E. R.C.E. 29224 EXP. 3/31/13 civi ATF OF C 91 a T.C. TOP OF CURB C.F. CURB FACE A.C. ASPHALT CONCRETE F.L. FLOWLINE LIP LIP T.G. TOP OF GRATE INV. INVERT OF PIPE T.W. TOP OF WALL T.F. TOP OF FOOTING H.P. HIGH POINT F.S. FINISH SURFACE F.G. FINISH GR. BRK. GRADE BREAK F.F. FINISH FLOOR C.L. CENTERLINE RIGHT-OF-WAY PT. POINT EXISTING TREE TO BE REMOVED SLOPEPROPOSED GRADED 0] PROPOSED ASPHALT CONCRETE PAVING 7 ! . W9LY RIW EXIST. EOLY ! !r .!MAX.! ! ! W 1 ! -VARIES.- 1 !r !MAX..+ ! r ! MIN.--18' -15' LU .50 4v Uj 20 MAX. 4 t45 0 I zI I ® I I I I I. I . MIN. 7 . 09 --_ g FIRE HYDRANT SHEET FLOW DRAINAGE EARTH SWALE AND DIRECTION L N.T.S. MU Q-9 UTT 1111111111111 -fin; twifitril W0101 EXISTING GRADE CONTOUR LINE i CHAIR—LIAR FENCE 1�1111MI�IIw1111111If1111�I111�111 PROPOSED • BLOCK D . PROPOSED CONCRETE BLOCK RETAINING WALL PROPOSED 1 DECORATIVE R.D. ROOF DRAIN r1R TRAFFIC M REMOVE EXISTING PROPOSED .ilVl►`fhlR.',11:�111 IN PROPOSED AREA DRAIN _ 0 Remember that► Cent notifies only -belonging couldthe center. There be other utilities presentinform you of who(m) they will notify. I pill ► , , r ► !III I PAVEMENT CRUSHED AGGREGATE EM BASE PROJECT BENCHMARK: STREET IMP"ROV"EMENTS CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10024: O1 -- CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2-8. DESCRIPTION: Fd. 2" BRASS DISK IN TOP OF WEST SIDE O2 -- CONSTRUCT 4" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. OF CONC. FLOOD CONTROL DITCH STAMPED "SBCO BM PLAN 100—A. 700-32" AT NORTHWEST CORNER OF 8th STREET AND O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. REFER TO TYPICAL HELLMAN AVENUE, 18 FT WEST OF CENTERLINE HELLMAN SECTIONS AND PLAN FOR WIDTHS. AVENUE AND 26 FT NORTH OF CENTERLINE OF 8th STREET. ELEvar►oN: 1096.248 rN . K. e R.C.E. 29224 ILIr Lq, AV +r IM CIVIL EN IN LAND SURVEYORS 10271-B TRADEMARK RANCHO CUCAMONGA CA 91730 PH (909) 987,4306 FAX (909) 941-1528 1 I DAN11 E. GU ' r .�► SCALE: 1 99 ' a /(FL06.83)L1U11N i_T aT 1 0SEE= REMM mom=77 x F_ - D�Cb. C Sl . . .. Catch►a . = 1106.74 I EXISTINGLEGEND , IN , ST I T .) T GUTTER, BOLLARDS,REMOVED A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE i NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZON CONSTRUCTAND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGABENCHMARK O. 1002 r, DESCRIPTION: Fd . BRASS DISK TOP OF WEST SIDE iii CONTROL DITCH STAMPED , O BM 700-32"ir: CORNER OF 8th STREET AND HELLMAN AVENUE, 18 FT WEST OF CENTERLINE HELLMAN AVENUE AND 26 FT NORTH OF CENTERLINE OF s STREET. j CONSTRUCTION NOTES D1 CONSTRUCT P.C.C. 8" CUR13 AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2-8. �___ A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1 . CONSTRUCT A'P.C.C. SIDEWALK PER CITYT. PLAN 103 & 114. REFER TO TYPICAL SECTIONSFOR WIDTHS. DRIVECONSTRUCT ICITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C. SEE PLAN (D:::_ INSTALL 5800 LUMEN HPSV STREET/ I ! MAST ARM BY S.C.E. PAID FOR AND COORDINATEDCONTRACTOR. RAISE TIIT TO FINISH. PLANT STREETT F TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY STD. PLAN 502. OPENING8 CURB I LOCAL DEPRESSIONTDRAIN PLAN (SHEETS 4 AND 5). CLEAN(9 SAWCUT TO A . 1REMOVE EXISTING. 1 ► Tt " t L► . 017-- 1 INSTALL 1 OUTLET" SIGN AND POST. NOR= men= a f f„e�n ISTRE 0 NMI= effimm N lig s Delta , x i #! '" 1 IR S 'D=36*05"16" R=38.00" �' , L=23.' 1 D=32 -39-9-20 i i , • rov D=55*32"02 11 • CALL TOLL FREE r"* CETr rr tr'�i t? + Remember •: the USA Cent notifiesonly •"belonging the center. There could be other utilities present at the work site. The center will inform you of 1/notify. WESCRIPTION OF REVISION T', M Vii. R.C-E. 29224 L%l N.". P's-,jr), �� Ir iTRADEMARK RANCHO CUCAMONGA, CA 91730 PH (909)9874306 FAX (909)941-1528 ul 1 Plan♦Profile KCtv%cko Ct4ccimonElct A461ic Woeks CeKfello`& ' flOt4SekOld flaZr LION STREET . ,s 1 r irri; R.C.E. m� i r lr � DESIGN �► �, DED DGA Dan Ot4ewr`a DRAWN Ef r -Associates DGA 3 oF 5 K STREET CHECK�� 1 ,, RANCHO CUCAMONGA CALIFORNIA CITY PH 9. 0. ,,(909) 941-1528 Z,2 q7