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HomeMy WebLinkAbout2522DESCRIPTION EXISTING PROPOSED_ PROPERTY LINE ROW EASEMENT LOT LINE CENTERLINE SW, CURB & GUTTER DITCH 1 FLOWLINE ------ .. ---------- DIRECTION OF SURFACE FLOW EP -- DIRECTION OF FLOW STORM DRAIN FXX� D SANITARY SEWER EX -SS - nx"JS WATER < XX"�i� ; F\t\ v��r"W N"N ABANDONED WATER LINE -- X>CA - FIRE SERVICE ®_ ® —(Xx°°FS — — _ `�— XX"- A918R4 4 F TELEPHONE LINE" - ___ T TELEPHONE NIH of SDH 0 DROP INLET a OVERLAND RELEASE PATH SSMH SSCO O FIRE HYDRANT FDC WATER VALVE m WATER METER owm mWm REDUCED PRINCIPAL PRESSURE ASSEMBLY UTILITY POLE UTILITY POLE WITH LIGHT �r STREETLIGHT FENCE A _,_ X _ _ X x RETAINING WALL BLOCK WALL UNDERGROUND INFILTRATION PIPE AND TRENCH INDEX CONTOUR —25- 25 INTERMEDIATE CONTOURS ---- __- � JUNCTIONrPULL BOX 0 iB SIGN ADA PATH GRADE BREAD LINE G8 TREE AND DRIP op we�R;EMOVAL PIPE GAP F HANDICAP RA P 1 � 000� E�; 7— 00 O OOfjO �( 0000 0000 CONTROL POINT 100 A 100.00 PK FINISH FLOOR ELEVATION FF>` , FF: 1 . 0 SPOT ELEVATION 157.01 X 13.34 AC (,ASPHALT CONCRETE) AC MATCH (E) GRADE ELEVATION 13.61 AC MATCH E) BUILDING L i - a i i i t d - i A f I I 1 1 ! i; � ! . 0 RANCH000" CUCA ^,Oft APNs: UZ02-0`161-05mmu" ROADWAY- --I EASEMENT PER ___) DOC. NO. ---- --- --- --- 90- 294925its ' 1r Z I i FRI 0 11 19TH TREE T ; i __.94 ROADWAY EASEMENT PER .._` x DOC, NO. 90-2949178 )' r r 0 P.U.E. 94-116097 • AP : 0202-061-49-0000 r, LIMITS OF STREET WORK # #` # s ®, lull - w a R! CRAPE-� STREETTREES: MYRTLE - - y3 - d - Air i { ! l d R i eta ii i, + 1 - i VES 1 ,/ , ..... y u iu SOUTHERN CALIFORNIA EDISON CHARTER COMMUNICATIONS d 0- CITY OF RANCHO CUCAMONGA i.., ■CHARTER COMMUNICATIONS 0�p! ._.._... BURRTEC IF ANY CONFLICTS EXIST. NOTICE TO CONTRACTOR - S1 SWLL BE DISCREPANCY OF woft� ;! zo r z— �.w FREE WAY '21(? T 210 PROJECT D SITE 19TH STREET HEDGES DR. W0- W wZD D z Ld HEDGES DR. > QLLJ cr- <_ VICTORIA STREET Q 44' 124 63.674�._ 0.50' 4' S,jW ±8. 4 LSCP I P32 19T H STREET E31,34 REET -- J1 C T -"�:(E GROU ND E) DETACHED.. SIDEWALK W/ 4' DETACHED SIDEWALK LANDSCAPING W LANDSCAPING AND TYPE AND CURB A2'-8 CURB & GUTTER ' P TYPICAL CROSS SECTION OF VERTICAL SCALE 1 = 10 HORIZONTAL SCALE. 1'-2 ' Know whars below. Callbefore you dig. NOTES,cl TITLE SHEET # ,: DEMOLITION d J. 19TH STREET PLAN d PROFILE STORM DRAIN AND SEMP PLAN i PROFILE _ , 4150 CONCOURS ONTARIO, CA 91764 (909) 989-9789 DATED: NOVEMSER 10, 2017 BASIS OF BEARINGS THE BASIS OF BEARINGS GEODETIC NORTH FROM G. P. S. OBSERVATION. SEE TOPOGRAPHIC & BOUNDARY MAP (BY WESTLAND GROUP, INC.) PROPERTY OWNER STEADFAST RC SENIOR, LLC 18100 VON KARMAN AVE., SUITE 500 IRVINA, CA 92612 PH: (949) 623-7799 CONTACT: JAMES PALDA DEVELOPER STEADFAST COMPANIES 18100 VON K4RMAN, SUITE 500 IRVINE, CA 92612 PH: (949) 2 -7709 CONTACT, JAMES PALDA FLOOD PLAIN THE PROJECT SITE IS LOCATED WITHIN FLOOD ZONEXAN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOCDPLAIN. PER FEMA PANEL 06071C7890J, DATED SEPTEMBER 02, 2016 EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD 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: LNZ NONE A. No. 8170 Tk �' 1011412019 DATE? MARK ONROE, PLS 8170 OF GA1-k FCITYREVISION APPROVED DESIGN f4TSM I� A 0 z U -I. W 1 • I _ i RANCHO :. SHEET 67514•• I ' RECO ENDED - s:Y .r Douglas .Pf9f6-772-7804 SHEET O i 0s066 DRAWING NO. I CITY OF RANCHO CUCAMONGA GENERAL NOTES.-. CITY OF RANCHO CUCAMONGA SEWER GENERAL CITY OF RANCHO CUCAMONGA WATER GENERAL BENCHMARK: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO NOTES: NOTESM-, APPROVED BY CITY ENGINEER CITY OF RANCHO CUCAMONGA BENCHMARK NUMBER CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I 10081, RESET 1994, 2 INCH BRASS DISK IN CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF 1. ALL WORK SHALL BE IN A ACCORDANCE WITH THE CURRENT ADOPTED CALIFORNIA PLUM13ING CODE, THE 1. ALL WORK ALL BE IN ACCORDANCE WITH THE CURRENT ADOPTED CALIFORNIA PLUMBING CODE THE BACK OF CATCH BASIN 36 FEET SOUTH OF CUCAMONGA VALLEY WATER DISTRICTS STANDARDS AND SPECIFICATIONS AND THE STANDARD CUCAMONGA VALLEY WATER DISTRICTS STANDARDS AND SPECIFICATIONS AND THE STANDARD CENTERLINE 19TH STREET, 63 FEET WEST AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE To THESE STANDARDS AND SPECIFICATIONS. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION AND ALL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LA I SUPPLEMENTS. SUPPLEMENTS. TEST EDTI N AND ALL OF CENTERLINE BERLY STREET. ELEVATION 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER 1527.701 FEET, 465.643 METERS. METERS, VALVES, FIRE HYDRANTS, ETC SHOWN OR NOT SHOWN ON THESE PLANS WITHIN 2. APPROVAL OF THIS PLAN BY THE CITY OF RANCHO CUCAMONGA DOES NOT CONSTITUTE A 2. APPROVAL OF THIS PLAN BY THE CITY OF RANCHO CUCAMONGA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR OF THE EXISTENCE OR NON-EXISTENCE OF REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR OF THE EXISTENCE OR NON-EXISTENCE OF THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF 'IHIS PROJECT THE PROTECTION ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE PROTECTION DONE SHALL BE THE REMOVED, REPLACED, RELoCAT OR PROTECTED IN P CE AS ED LA OF ALL UTILITIES WITHIN THE LIMITS OF THE PROJECT OF ALL UTILITIES WITHIN THE LIMITS OF THE PROJECT REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ROW 3. INSPECTION SHALL BE BY THE CITY OF RANCHO CUCAMONGA BUILDING & SAFETY DEPARTMENT ALL 3. INSPECTION SHALL BE BY THE CITY OF RANCHO CUCAMONGA, BUILDING & SAFETY DEPARTMENT ALL 44' 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH REQUESTS FOR INSPECTION SHALL BE MADE AT LEAST 24 HO'URS IN ADVANCE OF THE PROPOSED REQUESTS FOR INSPECTION SHALL BE MADE A T LEAST 24 HOURS IN ADVANCE OF THE PROPOSED 12' ±63.67' THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CONSTRUCTION. CONSTRUCTION. 0.50' RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOKqV ON THESE PLANS. 4. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN SUCH 4. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND CONFIRMING DEPTHS OF ALL THE EXISTING UTILITY 4' S/W___mft� WARNINGS, SIGNS, STOP SIGNS, BARRICADES AND OTHER SAFETY MEASURES AS DIRECTED BY THE CITY LINES WITHIN PROPOSED TRENCHING AREAS. 6.83' LSCP 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, OF 19TH STREET ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY RANCHO CUCAMONGA, ENGINEERING SERVICES WITH REFERENCE TO THE MANUAL OF UNIFORM TRAFFIC 5. PUBLIC STREETS SHALL BE KEPT CLEAN AND FREE FROM DIRT ANDIOR DEBRIS. THE CONTRACTOR SHALL (E)31.63'---.� CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WA Y. CONTROL DEVICES, CALIFORNIA SUPPLEMENT, ALL EDITIONS. BE RESPONSIBLE FOR ALL COSTS INCURRED IN STREET CLEANING NECESSITATED ByH/S OPERATION. _J_ 5. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA VALLEY WATER DISTRICT 6. INSTALLATION WORK SHALL BEPERFORMED BY FULLY EXPERIENCED AND RESPONSIBLE PERSONS, 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION SAWCUT SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 7. FIT77NGS SHALL BE OF AN APPROVED TYPE WITH JOINTS AND PRESSURE CLASS RATINGS COMPATIBLE __'�:(E) GROUND (E) DETACHED SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WTH THE SIDEWALK W/ I WITH THE PIPE USED. JOINTS SHALL BE ASSEMBLED BY PERSONS FAMILIAR WITH THE PARTICULAR STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING MATERIALS BEING USED AND IN ACCORDANCE WITH THE MANUFAcTURERS INSTRUCTIONS AND 4' DETACHED SIDEWALK LANDSCAPING AREAS. DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON SPECIFICATIONS. W/LANDSCAPING AND TYPE AND CURB & 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR THESE PLANS. 8. WHEN WORK IS STOPPED, THE OPEN ENDS OF PIPE, VALVES, HYDRANTS, AND FITT(NGS SHALL BE A2-8 CURB & GUTTER GUTTER CROSSINGS SHALL BE CONSTRUCT 7. SEWER PIPE MA TERIALS SHALL COMPLY WITH THE CURRENTADOPTED CALIFORNIA PLUMBING CODE ED PRIOR TO PAVING. PLUGGED TO PREVENT STONES AND FOREIGN MATERIALS FROM ENTERING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 8. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE 9. THRUST BLOCKS SHALLBE CONSIDERED SATISFACTORY WHERE SOIL IS SUITABLE FOR THEIR USE PER SITE CROSS SECTION E-E ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT CITY OF RANCHO CUCAMONGA FIRE CONSTRUCTION SERVICES, WHEREVER POSSIBLE, THRUST BLOCKS OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE 9. USE OF A PIPE DEFLECTOR OR RE -ROUNDER SHALL NOT BE PERMITTED ON 0 VER-DEFLECTED PIPE. SHALL BE PLACED SO THAT THE JOINTS AREACCESSIBLE FOR REPAIR. VERTICAL SCALE, I"= 10' SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE IO.BACKFILL SHALL BE TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENT MATERIALS ANDIOR SURFACING. 10. CONTRACTOR SHALL NOT OPEN MORE TRENCH THAN CAN BE PROPERLY CONSTRUCTED AND FILLED IN SETTLEMENT OR LATER MOVEMENT AND SHALL CONTAIN NO ASHES, CINDERS, REFUSE ORGANIC MA ER A DAYS OPERATION. ANY TRENCH UNAVOIDABLY LEFT OPEN DURING THE HOURS OF DARKNESS OR OVERA OR OTHER CORROSIVE MATERIALS. NO ROCKS SHALL BE PLACE IN TRENCHES, TT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED To THE CITY WEEKEND SHALL BE FENCED WITH 6 FOOT CHAIN LINK FENCING AND PROPERLY LIGHTED, 44' ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL 11.THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: (1) NOTIFYING THE --- 12' ±63-67' ------ CONTENT AND GRADA TION OF A SPHAL T PA VING. 11. CONTRACTOR SHALL REINSTALL PAVEMENT MARKINGS AND STRIPING THAT HAS BEEN DISTURBED BY AUTHORITY HAVING JURISDICTION AND OWNER'S REPRESENTATIVE OF THE TIME AND DATE TESTING IS TO HIS OPERATIONS. BE PERFORMED; (2) PERFORMING ALL REQUIRED ACCEPTANCE TESTS. 0,50'- 9. PRIOR TO INSTALLA TION OF ANY PA VING, A MA TERIALS REPORT SHALL BE SUBMITTED To THE 12 O.S.H.A PERMIT REQUIRED FOR TRENCHES OVER 5 FEET IN DEPTH PRIOR TO START OF TRENCH 1Z THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS BUILT" DRAWINGS TO THE CITY OF 4' S/W CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY- R-VALUE, EXCA VA TION. SIEVE ANALYSIS AND SAND EQUIV ±6.83' LSCP ALENT OF A GGREGA TE BASE. RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO FINAL ACCEPTANCE OF ANY SYSTEM. 10, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 13. CONTRACTORSHALL CONTACT UNDERGROUND SERVICE ALERT PRIOR TO BEGINNING WORK. (E)31.63' 19 TH S TREET TO DETERMINE STRUCTURAL SECTIONS. 14, THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE FOR LOCAL PEDESTRIAN AND CITY OF RANCHO CUCAMONGA STREET TREES 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY GENERAL NOTES: SAWCUT \'(E) CONCRETE THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH ITH THE PROPOSED E) GROUND MA TERIA L, 15. SHOULD ANY OF THE EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT W VEHICULAR TRAFFIC AT ALL TIMES. PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH SEWER LINE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND AWAIT THE RELOCATION 1. ALL STREET TREES ARE 710 BE PLANTED IN ACCORDANCE WITH THE C sTANDARDp NS. DRIVEWAY A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ANDIORALTERNATE ITY LA 4' DETACHED SIDEWALK DESIGN. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED W/LANDSCAPING AND TYPE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT 16-THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID INJURY To EXISTING jMpROVEMEN 0 TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL A2-8 CURB & GUTTER REGISTERED BY THE EP.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED TS R SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. FACILITIES, UTILITY FACILITIES, ADJACENT PROPERT)� AND TREES AND SHRUBBERY THAT ARE NOT TO BE AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO REMOVED CONTRACTOR SHALL NOTIFY USA PRIOR TO ENTERING PROJECT SITE. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES PA VING. 17 THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL CONFORM To DEPARTMENT F SITE CROSS SECTION F-F 13. ESTIMATE OF QUANTITIES IS PROVIDED By THE ENGINEER ONLY FOR THE CONVENIENCE OF THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 2Z SECTION 64630-C. 4. STREET TREESARE TO BEPLANTEDPER PUBLIC IMPROVEMENT PLANS ONLY. VERTICAL SCALE., 1" 10' THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED By 16.THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS BUILT' DRAWINGS To THE CITY OF THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO FINAL ACCEPTANCE OF ANY BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK SYSTEM. ROW ROW 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT (1-800-227-2600) 44' 01 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE ATLEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START CONSTRUCTION. CONSTRUCTED AT EACH INTERSECTION. 12' ±63.67' ALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL TO THE PIPE 12' ±63.67' 20.ALL REMOVALS IN PAVED AREAS SH 0.50' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR LINE. THE CUT EDGE SHALL BE PROTECTED FROM CRUSHING AND ALL BROKEN EDGES SHALL BE RECUT 4' S/W 0.50' THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON PRIOR TO PAVING OPERATIONS, ±6.83 4' S/W ­12- REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED To THE c/Ty ' LSCP 20 ENGINEER FOR APPROVAL. 2tPUBLIC STREETS SHALL BE KEPT CLEAN AND FREE FROM DIRT ANDIOR DEBRIS. THE CONTRACTOR ii -,*-- (P)32'- 19TH STREET (P)3,' SHALL BE RESPONSIBLE FORALL COST INCURRED IN STREET CLEANING NECESSITATED ByHIS OPERATION. kl� , (E)31.63�' (E)31.63' 19TH STREET E 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY - - - - - - - - INSPECTOR. T4 DETACHED SAWCUT 23.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WIT O'�:(E) GROUND __'�:(E) GROUND (E) DETACHED STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 22. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA VALLEY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO STARTOF CONSTRUCTION. SAWCUT H THE To '-, SIDEWALK W/ SIDEWALK W1 17. CONTACTALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES DIRECTLY, OR 4' DETACHED SIDEWALK LANDSCAPING INDIRECTLY, FROM THEIR OPERA TIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. AND CURB & CITY OF RANCHO CUCAMONGA LANDSCAPING W/LANDSCAP:ING AND TYPE CONCRETE DRIVEWAY AND CURB & A2-8 CURB & GUTTER GUTTER APPROACH WITH 4' SIDEWALK GUTTER D SITE CROSS SECTION D-D G SITE CROSS SECTION G-G VERTICAL SCALE: I"= 10' VERTICAL SCALE. I" 10' 550' 550' DRIVEWAY 1 WESTERLY DRIVEWAY 1 EASTERLY < APPROACHING VEHICLES---.&--.*. APPROACHING VEHICLES DRIVER'S EYE 550' DRIVER'S EYE 550' DRIVEWAY 2 WESTERLY DRIVEWAY 2 EASTERLY APPROACHING VEHICLE S 0 DRIVER'S EYE 19TH ST DRIVER'S EYE ---------------------------------- -------------------------------------------------------------------------------- --- :D 12+00 0 10+0 0 11+00 13+00 14+00 1 AL 10 27' DRIVER'S EYE !_5;A -rj-Nt'0F SIGHT DESCRIPTION OF REVISION DATE CITY 10' DRIVER'S EYE APPRO\ED (EASTB0LWD)___,__ mg < - - - - - - - - - - - 7 -5F SIGHT INCOO EINE F GHT"7-- CITY OF RANCHOCUCAMONGA 7_- < SAGEALTA LOMA 1z ME] __-j Lu L < 93�85 & 9417 19TH STREET F�-�/-/J_7777777/ 7777-771-/ RANCHO CUCAMONGA, CA CD GENERAL NOTES, STREET < SECTIONS &LINE OF SIGHT LEGEND. - LINE OF SITE DETAIL APPROVED BY DATE Phi in CN CITY ENGINEER PUBLIC TREES R.C.E.No. 67514 00 SCALE., 1 30' DESIGN RECOMMENDED JFFE EN61NEERMFA, INC L Ll TSM AREA OF CONCERN No. C0406 a 2260 Douglas Blvd, Suite 160, Roseville, CA 95661 Exp. DRAWN Ph: 916-772-7800 Far 91&772-7804 SHEET 0 TSM/DD www.RFEengineefing.com Q_� THE LINE OF SIGHT EXHIBIT BASED ON FIGURE I OF THE CITY OF RANCHO CUCAMONGA POLICY 11/6/2019 OF CL REGARDING INTERSECTION LINE OF SIGHT DETERMINATION, DEFINITION OF AREAS OF CONCERN, AND LANDSCAPE REQUIREMENTS. IT ASSUMES THAT 19TH STREET IS A SECONDARY STREET TYPE, IV% CHECKED R.C.E.NO.. C0406661 DRAWING NO. LiJ 0 C LL_ RFE DATE 11-06-2019 FILE NO. 2522 00� Ssm€-j A 15or.51 SA GUT AND REMOVE RIM=14 CRIM=1509.38 SET PK PAVEMENT FOR (P) 60" SDMH !NV=14 BENCHMARK. - DEMOLISH AND REMOVE (E) CURB, I I INV=1501.20 ------------------ LEGEND.O. APPROVED BY CITY ENGINEER CITY OF GUTTER AID SIDEWALK *THIN LIMITS it '�_ I - - Fi�`S_i�; �_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- RANCHO CUCAMONGA BENCHMARK NUMBER OF PROJECT FRONTAGE. PROTECT - - - - - - - - - - - - - - - — ------ 10081, RESET 1994, 2 INCH BRASS DISK IN - - - - - - - - ems. - ®� - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - 24"Sr_> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ASPHALT PAVING OR CONCRETE BACK OF CATCH BASIN 36 FEET SOUTH OF - - - - - - - - --- :21AW - - - -- - - - - - - - -- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CENTERLINE 19TH STREET, 63 FEET WEST - - - - - - - - - -(8"A OF CENTERLINE BERLY STREET. ELEVATION 4 _G� REMOVE (E) FENCE OR UTILITY 1527.701 FEET, 465.643 METERS, RIM=1508.66 SAWCUT AND REMOVE PAVEMENT SAWCUT AND REMOVE (E) OVERHEAD LINE SA GUT AND REMOVE 19TH ST (E) JOINT POLE AND PAVEMENT FOR (P) 14"x23" SD TO REMAIN INV=1501,13 FOR (P) 3- DOMESTIC WATER ­­­____�­__­­____� — ------------ PAVEMEN fp9AR)_r ___ - --.--ASSGCIA.TTED=G.WRH -1 1 N_ SAWCUT AND REMOVE ly 1.5 LINES TO BE REMOVED. TREE TO BE REMOVED WA AND (P) 6- WA ...... .. .............. . ...... 7� 7- FOR THE (P)--"� (IV i 7 Q, -E-LOCA=T4ON==(-E­ LINE TO BE AND (P) 6" 'A LINE ;�[_PALM TREES SAWCUT mm— REMOVED T T T -z- ar T 12 W� 12" AN SPH� (E) STREET LIGHT T ROADWAY EASEM T RE D-WA Y__E.A NJ-P ER-- '90-2949178 NOTES. -R-MC-7M. 49-2a POW 1. ALL TREES WITHIN THE LIMITS OF THE PROJECT SITE SHALL BE REMOVED, 7 rPOWER CURB POLE CONCI. INCLUDING THE FIVE PALM TREES WITHIN THE PROJECT SITE FRONTAGE PARKWAY )---VATER METER� TO MOVE (E) �IRE - RANT. r -7 \5o -TE DEMOLISH AND REMOVE (E) qURB;-_ __A I BE REMOVED AND-'�- ASPI. ABANDO A, R SERVICE (E) 1WATER R-T(Y GpTTE1IR AND SIDEWALK WFTHIN LIMITS S. N RDS _-.-OF PROJECT FR TAG�. PROTECT-- JO-INT POLE TO BE BE!REMOVEqD Nfl� �O_N REjURNE-D- TO-CVWD. -A P.U.E. PER REfURNED 0 1 UTILITIES RELOCATED - SEE -AO T TRENCH ABANDON WATER 11�697 0 CVWD. S S4Qr1H - PLAN S-FOR-rN STALLATION 0. R, D x R I M ---K9 9 8 SERVICE PER ��-TER-_ FNC (E) OVERHEAD cv VW C O� W I'-STANIDARDS.- ua� ! ,, ""r x ­5UBMERG�� IL voo6 R E D �, E WATER METER TO UNE--TO-BE (E) STREETREMOVED AND--- M P bob NDARDX REMAIN ASP' �j LIGHT-`0 R TURNVED0r-`CVWD. J/ (E) JOINT_,P0 i 4E R FE RE —TO DIRT-_- -4 P.U.E.-P-ER 94-116097 x MAIN DI, _%R !HEAD LINES I A-SSOCIATED -1 _ I I - ­ (FR' 0 1AIL ZED F R ON%2 IRII SER TO REMOVED,1 A -- ATION x( Of 71 T BLDG >< POWER CHAIN LIOK- POLE ASPH. i /� < EX r- CE LIzz- BLDG BLDG�/ rl — —7 BLDG 17171 m r X BLDG DIRT Ix 0 DIRT x Z� /Z (D CONC. T71 X A CHAIN LINK FENCE -CHAK LINK F_ ASPH. L '\boll 77 DIRT z _//I -1506' X — S AafS�T_RU CTUR X 505 AL.DG CHAIN UNK I DIRT T x FENCE V -) 0 LINK / Er . > < DIRT 1i I I __ __ CONC� 7 Z -APN: 1\6011 6' BLOCK WALL-__1 x r 'VAIN LINKO�02-061-05-0000__ _H76DE STRUCTURE Know what'sbelow. NCE 0 DIRT Callbefore you Mg. Z00 20 4( /777/ r MIMI 997.99nil 1 INCH 20 FEET SHADE STRUCTURE U DIRT < 0 0202- 49-0000 75 < U DIRT L: 6' IRRIGATION ESMjc0ER DIRT REC'D NO. 1243294, PG DIRT CHAIN LINK-"\ L W DRAINAGE ESMT PER CITY F17NCF 475 O.R. TO GL�YON AND' DATE DORIS DILLIW (PROPERTY TO 2003-013280B O.R. FOR TITLE DESCRIPTION OF REVISION APPRO\ED z BENEFIT OF THE MANNING ---I- Lj! n� TO BE )NSURED AGAINST BY PROPERTY(TO THE SOUT4- THE SOU) TITLE /COMPANY < L BLOCK WALL 0 CITY OF RANCHO CUCAMONGA DEMOLISH AND 49 5--- 6" THICK EMOVE EXISTING GUTTER FL CONCRETE VALLEY < Ell ;OOD FENCFv 1488.04 CUTTER i / /GUTTER �Z ,-CONCRETE VALLE�Y_ (E) WALL // = 1� SAGEALTA LOMA 1-92-94 GUTTER x < "AN Z_9385 & 9417 19TH STREET -Ai_ND__r_H IN RANCHO CUCAMONGA, CA 0 - LINK FENCE IL 0 < . .............. ­17� . , _7 G TTER FL 17 � — x T 7-7�-�� j DEMOLITION PLAN 1489.02 U NQ R S/W / �77 WALL TO APPROVED BY DR F7 (E) BIL CK D 1 t(c _/ DATE 111[1cv //77/ y DEMOLISH AND REMOVE (E) CURB, - 77// (E) B1 492 -0 REMAIN CITY ENGINEER 67514 00 WALL TO GUTTER, SIDEWALK AND PAVEMENT I R.C.E.No. / GLAYON & P011tIS Mm REMAIN FOR UTILITY TRENCHING. CL 4 / 8" SS STUB, F DESIGN RECO ENDED -IN APPX PIL-L NFE EN61NEEMINE, INC a?T 8 Sc 0 5� ,) r MANNNG TSM LOCATION I TRACT NO. Ljj N i I / Civiffieginearm -Plannerm 9 NurvaArars Li OF WALL SMH- I o® C040066 2260 Douglas Blvd, Suite 160, Roseville, CA 95681 D LOT 17 "/_1 I 1 0 6 Emp. ��L DRAWN Ph: 916-772-7800 Fax. 916-772-7804 SHEET 0 14'192-1 M RIM=14 7A 1 ___-L n r!! 'ww.RPEeng1n@BPIPtg.com ct� L: i/20 TSM/DD n OT 19 T I TRACT NO. TRAN'NOi'gg. 16432 8" INS 1 -14 11/6/2019 -OF 0! /246/17- 14643-2 8" INV OUT=14199.2A, I MA299/91-95 cjVj%- CHECKED R.C.E.NO. C040666 DRAWING NO. Li I OF C % I I -11B.299/91- 5 /1 "Al RFE DATE 11-06-2019 FILE NO. 2522 CL, (P) GRADE AT FL 1 ii : I -SSM1! I RIM=1509.38 1 _- - - ...- -- - - -.. - - ._. (8" A IN `--� .�. ,�.e — ® .m._. w.®. — m _. — , ��..._ — ® _ — � v � � � _ _ � � � _ ® _ � � � __ _ � _ � _ TA=1.2+-66 6 1 =GR A,= BTZEAk'`�- RIM= 1308.66 R=32.00' STA=10+57.1 --- STA=10+31.3� # � , 13 lNV=1301. O CL 35' DRIVEWAY------------ END 0/WW' � � —:=—_. _ _ tiTA co 150 =1_ 1®13�+,a00 a 15*645"E 1359.76 12+00 10+00 11+001. 391.69' STA=11+55.02 0+00.0--- 2 1 5. _ l -+- - - 2-.0m 0' U-TON :::;—R=32.00' E JOIN E} T =1 551 7 I 2' S 1T POC STA-1 +21.30 BEGIN Q/W 15 . il r1 -_ ..-- _ __®' -+, ` _ I _ _ ,e �. PO _ �w -- -F' I - MATCH- 1 E 1515 100 . E ,a m Ipm i �VSO c 4 L CE OF Y' CURB 4 , < . 3l 12' f 63.67' 0.50' 4' S/W (P)32' (E)31.3' 19TH STREET SAWVCUT (E) GROUN CITY OF RANCHO CUCAMONGA CONCRETE DRIVEWAY APPROACH WITH 4' SIDEWALK $0 ''�111 im= i L (E) DETACHED SIDEWALK W/ LANDSCAPING AND CURB & GUTTER ROW RC 4-' 12' ±63.67° 12' 0.50' 0.50' ,4' S/W 4' S,iw .83' LSCP t6.53' LSCP (P)' I 19TH STREET (E)31.63' SAWCU'T (E) GROUND (E) CONCRETE DRIVEWAY 4' DETACHED SIDEWALK W/LANDSCAPING AND TYPE A2-8 CURB & GUTTER SITE CROSS SECTION B-B r—B VERTICAL SCALE., I" - 10' HORIZONTAL SCALE. 1 "=20' 11 j i . m 33.67' 19TH STREET (E) GROUND (E) DETACHED SIDEWALK WN/ WALK LANDSCAPING ,ND'' TYPE ARID CURB & TTER GUTTER mcm LEGEND- APPROVED BY CITY ENGINEER CITY OF -�.o RANCHO CUCAMONGA BENCHMARK NUMBER HEAidYt71JTYAc (T-_ ) 10081, RESET 1994, 2 INCH BRASS DISK IN "AC / 6" CL 2 AB _ . BACK OF CATCH BASIN 36 FEET SOUTHOF CENTERLINE 19TH STREET, 63 FEET 'PEST SIDEWALK OF CENTERLINE BERLY STREET. ELEVATION 4. 0" PCC f 4. 0" CL AS 1527.701 FEET, 465.4.3 METERS. DRIVEWAY 8. 0" PCB a (PER CRC STD CTL 101) LANDSCAPE (SEE LANDSCAPING PLAN BY OTHERS) a 9417 RANCHO 19TH STREEr 0 WFUNTORMWO a 2260 Douglas Blvd, DRAWN Ph: 916-772- i, ` CHECKED PFE I. _. s fo OWCAMONGA TA LOMA lonif STREET UMONGAo CA !R 1 INC ite ra Roseville, 95661 1 „ 7 ��� ,ngineering.com SHEET 5 � OF s ' _-' (E) GRADE CN AT SD 0 LO 1505 1505 .......... ... ... .......... ........................... x TH-Sr--REEI... 19, ................ '(E)FG1 .1502 56 ........ .. .... ... ............ -777- 7. .................... ............. ..... ......... 33 (E)2"STEEL LINE rnN ........... .... OF COVER...... ... .... ...... ......OE .... ........ UTILITY' UNKNOWN T.O.P.=1499.81 (E)4"GAS U2 P) i WA 1500 1500 ......... - E)6 GAS ...... E)TEL:_'COM PAC ... AGE ................... '(E)3"PVC LINE .... UNKNOWN MIN*' :.UTILITY 100-YR H GL .... COVER': 'ETXE)12*A B 0. R ..... ... = 1498.65 REMOVE (E) ABANDONED "--WATERLINE. _p'-:;-j-4§-8 CAP ENDS T. 0. 15 PER CVWD PERMIT & PLANS. 10- ................ YR HGL .......... ......... ....... 70 LE _18'_IMCP -CL iv_q_QL5ty411 ...... ...... ......... 4.73% F;S 7 .0 B.O.P V 4.86 FI?S ......................... ..... .............. =1496.22 . ............ ....... 1495 1495 0 `--­T.O.P,=1495-.22 CO lit . ......... ......... ....... (D CN 7 D C6 CF) a_ F. no > > =+ w Z Z -_ ................... ,g) z .... ............................. ............. n .0 .......... > > > PROFIL9 F- Z Z Z < - - It V) &E V SE <mg: r a SCA.LE. HORIZ f Of W(nit 04 - N VERT I 1490 ­ i. - 1490 9+80 10+00 10+50 10+90 STORM DRAIN PROFILE. u u u I , E 15'x15' STORM DRAIN EASEMENT ON -SITE O!FF-SITE .......... . 144O01 Z7 i ; �I % cu LLJ Lij Lij F- 44� 111 'i I I 7 FRENCE ONLY); - --------- Go 0 (P) GRADE r 1: AT q co 0) ............... PL* ......... ......... 1495 1495 (P) 3'HIGH ............... ......... ................... ....... RETAINING WALL (E) 6'HIGH MASONRY WALL ........... . .......... . .......... ...... ...... ....................... .. ..... ........... .............. ............ ........... ......... ......... 1490 1490 GR=1489.39 -100-1'R HGL .... ............ .... ...... HUBER PL v, ......... ............... CURBSIDE�6UTLEil ..... ... ... Q100*• *= 8.63 CFS V 99 FPS 10- YR IGL :A 36 x 90" CAST -IN -PLACE FL=1486.0 CONCRETE DRAINAGE . ............. ...... . . ................... INLET WITH GRATE RIM INV=l 486.97 PER PG} 2019-00017 1485 I 1485 ................ ...... ...... ........................... ... . ...... ............ . RIM=1492.83 - 6 INV IN(N)=1483.11 ...... ...... ......... 8" INV OUT(S)=1483, 9b ..... ........ ..... ......... .......... ....... .................. 1480 1480 (E)899ss /I ................ .......... :­ ...... : ................. .......................... ..... ................. ....................... E) 48'­-8SM-H'­-: ..... .............. ................... ( RIM=1487.18 8" INV IN(N)=1479.38: .................. 8" INV OUT(S)=1479.28 1475 9+80 10+00 STORM DRA SCALE. HORIZ I" m 20' VERT a" = 2' (SANITARY SEWER LINE PROFILE SHOWN FOR I co 00 < "t 0 < 00 -u PROPERTY LINE 00 -lb- 4- ,-L� R.O.W LINE cl� cf) w cf) CENTER LINE HUBER PLc 8" _i __yS7- �t 02= 13+50 13+69 ..................... ....... ............ ............................. ............... I ....... l9TH.6TRE.ET..­:. ................... ............... ...... I—— ......... ... ­­ ........ ......... EXISTING GRAD-• AR'OVE'WATERL ............................................. ..................... ............ ... RE ............ ....... ........ ........ ................ 777, 7­7 -(E) 12"W ; . .. ........ ............. 77� PY................ .......... -T4!'SD ..... . (LT24 SD ................... .............. �I:INSTALLUNDERGROUND' ­ ................... ............ .. UnLITY- SUPPORT -PER ... ....... ......................... A SHEET - 2. -OF: CVWD ........ ................. ......... (n ........ ................. ... ........... z ........................... ........... ..... Cm ...... 016. it ........................ Cr) cr) ...... ..... ........ 0 U j. 7. 171. .0 0 ............ Li _j W ............ ........ ;IWZ Z '44" ......... .......... .... ln� C14 r4) (n <Z Z ............ *4 r- ........... In ......... *cq,4- 1 ...... ..... �a . ........... :0 to. ............ ... + ... .... ....... ++ 0 W.R N �­ N .. .. :+' + SEE 1505 Im im sm 13+29 (E) GRADE ABOVE WATERLINE 1510 - pm-m A if Wrilwl"m HEAVY DUTY AC (TI=8. 0) 5"AC16"CL 2AB SIDEWALK 4. 0" PCC 14. 0" CL 2 AB DRIVEWAY 8. 011 PCC (PER CRC STD DTL 101) LANDSCAPE (SEE LANDSCAPING PLAN BY OTHERS) CONSTRUCTION NOTES 11-IN, FOR REFERENCE ONLY - RELOCATE EXISTING 12" WATER LINE PER CVWD PERMIT AND PLANS. (E) ELEVATION SHOWN IS BASED ON POTHOLING REPORT PREPARED BYAIRX UTILITY SURVEYORS DATED 03-29-19. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. FOR REFERENCE ONLY -CONTRACTOR SHALL LOCATE EXISTING 4" GAS AND COORDINATE U2 WITH SOCAL GAS TO VERIFY REQUIRED CLEARANCES FROM THERI UTILITIES ARE PROVIDED. FOR REFERENCE ONLY - EXISTING LOCATION OF ABANDONED 8" WATER LINE ELEVATION IS ASSUMED BASED ON 48" COVER, PER CUCAMONGA VALLEY WATER DISTRICT STANDARD, CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. INSTALL 60" SDMH PER CITY OF RANCHO CUCAMONGA STD PLAN 318. (D CONSTRUCT LARGE CAPACITY CURBSIDE DRAIN OUTLET PER STANDARD PLAN 107-C. FOR REFERENCE ONLY- PROPOSED RELOCATION OF(E)12-WATERLINE. THE RELOCATED WATER LINE TO HAVE 6"MIN OF VERTICAL CLEARANCE OVER THE (P) STORM DRAIN LINE AND 33" MIN. COVER FROM 19TH STREET. (D RECONSTRUCT BARRIER CURB PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. CURB TYPE TO MATCH EXISTING. CONTRACTOR TO COORDINATE WITH SOCAL GAS ON INSTALLATION OF STORM DRAIN U8 OVER (E) 6"GAS MAIN IF CLEARANCES REQUIREMENTS ARE NOT SUFFICIENT, (E) GAS MAIN SHALL BE LOWERED TO ACCEPTABLE CLEARANCE. UTILITIES LOCATED BY POTHOLING. UTILITY SERVICES UNKNOWN, CONTRACTOR TO U9 COORDINATE WITH THE CITY OF RANCHO CUCAMONGA AND 811 TO DETERMINE THE PURVEY OF THE UTILITIES AND COORDINATE WfTH THE UTILITY COMPANIES TO RELOCATE THE SERVICES AROUND THE PROPOSED STORM DRAIN IMPROVEMENTS. I--, (E) TELECOMMUNICATIONS PACKAGE WITH CONTRACTOR TO COORDINATE TELECOM 1480 (10) UTILITY COMPANIES TO DETERMINE IF CLEARANCE TO (P) 12- STORM DRAIN PIKE IS 13+29 13+50 13+69 ACCEPTABLE. (E) TELECOM FACILITIES TO BE RELOCATED DEEPER IF CLEARANCES MINIMUMS ARE NOT PROVIDED. WATER LINE PROFILE. SCALE. HORIZ I'F = 10' VERT I" = 2' (WATER LINE PROFILE SHOWN FOR REFERENCE --ONL Vq GENERAL NOTES.- ----------------------------- 1, ALL MATERIALS AND INSTALLATION OF PUBLIC WATER FACILITIES SHALL BE IN ACCORDANCE WITH CUCAMONGA VALLEY WATER DISTRICT STANDARDS. ---------- ------------------ 2. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE DEPTH OF ALL EXISTING UTILITIES - - - - - - - - - - - - - - - - - - PRIOR TO THE INSTALLATION OF PROPOSED WATER DISTRIBUTION FACILITIES. ANY UNANTICIPATED CONFLICTS SHALL BE REDESIGNED PRIOR TO BEGINNING WORK. 3. STORM DRAIN TRENCHING SHALL COMPLY WfTH CITY OF'RANCHO CUCAMONGA STD DETAIL 120. 2 4. THE EXISTING 12" WATER MAIN, TELECOMMUNICATIONS PACKAGE, 4- GAS MAIN, 2" UNKNOV14V UTILITY AND 3" UNKNOWN UTILITY WERE POTHOLE LOCATED BY AIRX UTILITY 19TH ST SURVEYORS. THE EXSITING ABANDONED 8" WATERLINE WAS NOTABLE TO BE LOCATED BY POTHOLING. THE 6" GAS MAIN WAS NOT POTHOLED BUT WAS LOCATED BY811 AND GROUND PENETRATING RADAR. Em CITY OF RANCHO CUCAMOh ............... SAGE ALIA LOW 9385 & 9417 l9lwl STREET RANCHO CUCAMONGA, CA STO" DRAIN AND SEWER PLAN AND PPORLE 9 re I t iwm "MA0effli Ph: