Loading...
HomeMy WebLinkAbout1995 STR GENERAL NOTES ARROW OUTS ' STRIPING , AND SIGNING IMPROV M NT PLANS U-1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO ui ,,, z FOR CITY CONSTRUCTION NOTES CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS Z CONSTRUCTION, CURRENT EDITION, INCLUDING iTS ANNUAL SUPPLEMENTS R Q aa a 31,822SF 1 REMOVE EXISTING AC PAVEMENT. AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR FOR 6TH STREET AND TRADEMARK STREET ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 96 LF 2 REMOVE EXISTING AC BERM. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, z z 260 LF 3 REMOVE EXIST. CHAIN LINK FENCE WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN R NOT SHOWN ON THESE PLANS Wui � 6THSffE U STREET Q )EM - 5 EA 4 REMOVE EXISTING TELELPHONE POLE AND GUY ANCHOR WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK a - - AND UNDERGROUND OVERHEAD UTILITY. IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED R PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 2 EA 5 REMOVE EXISTING DRIVEWAY. SO IfEET-3- a I 2 Y EXIST. CABLE TV CONDUIT - 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF � m o Q z _j5 EA 6 REMOVE EXISTING TRAFFIC SIGNS/DELINEATORS -� WiTH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING = c=, v > EXIST. FIRE HYDRANT FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR Q = Y TRADEMARK = I 6TH STREET 9 EA 7 ADJUST TO GRADE. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4TH W STREET EXIST. EDGE OF A.C. PAVEMENT ' EXIST. WATER METER I - 8 PROTECT IN PLACE. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC -- - - - - -- - EXIST. CURB AND GUTTER 0 WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION W BOULEVARD - -- _- - - - - _ 1,048 LF 9 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. • EXIST. WATER VALVE ' - ; 2 EA 10 REMOVE EXISTING CMP RISER _ -. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR R INLAND EMPIRE ENGINEER. PAVING 11, - EXIST. SANITARY SEWER f STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 l,r. 40,134 SF11 CONSTRUCT 5" MIN. AC PAVEMENT OVER 6" MIN .AB (T.I. = 8.0) FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. SAN BERNARDI 0 FRWY 10 EXIST. A - ---- --- NR4 - EXIST. NON-RECLAIMABLE WASTEWATER OR PER CITY OF RANCHO CUCAMONGA STD PLAN 100-A. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT INDUSTRIAL SEWER UNE I' 6,152 SF 12 COLD PLANE EXISTING AC PAVEMENT. WARPED OR VERTICAL CURVE AREAS. I GUY WIRE/DEADMAN 24' SL 6. ALL SEWER, WATER, ELECTRIC, GAS, AND PHONE LINES R OTHER UTILITY LATERALS, - - - - - -- _= - -_- EXIST. STORM DRAIN + 1,484 LF 13 CONSTRUCT 8" (A2-8) CURB AND GUTTER PER CITY OF RANCHO MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CUCAMONGA STD PLAN. 104. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING }4 EXIST. POWER POLE _ I 400 SF 14 REMOVE EXISTING CONCRETE SIDEWALK. ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE VICINITY MAP EXIST. GAS LINE j,� O CITY OF RANCHO CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS EXIST. TRAFFIC SIGNAL Q 1,343 LF 15 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT �` " OF BASE MATERIALS AND/OR SURFACING. --- - - --- - - EXIST. TELEPHONE CONDUIT �{� is CUCAMONGA STD PLAN 114 AND 103. SEE NOTES ON SHEET 1. W & f % EA 16 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE ABBREVIATIONS: I I • % CUCAMONGA STD PLAN 101-C (OLD STD.), 101 TYPE C (NEW STD.) EXIST. CROSSWALK SIGNAL k. CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, vt' '- EXIST. WATER LINE OIL CONTENT, AND GRADATION OF ASPHALT PAVING. _ - W Q 3 EA 17 CONSTRUCT CATCH BASIN (W PER PLAN) PER CiTY OF RANCHO G 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED A.B. -AGGREGATE STREET LIGHTING BOX '' V CUCAMONGA STD. PLAN 300. EXIST. CONTOUR TO THE CiTY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY A C. -ASPHALT CONCRETE I' I 3 EA 18 CONSTRUCT LOCAL DEPRESSION, CASE B PER CITY OF R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. _ EXIST. STREET LIGHT B.C.R. -BEGINNING OF CURB RETURN NEW PIPE LINE I RANCHO CUCAMONGA STD PLAN 307. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS B.W. -BACK OF WALK M TAKEN TO DETERMINE STRUCTURAL SECTIONS. RADEMARK ST. 14 19 CONSTRUCT 18" RCP STORM DRAIN PIPE, D-2000 CFC.L.F. -CHAIN LINK FENCE "`` -- - C.I.P. -CAST IRON PIPE EXIST. STORMDRAIN MANHOLE -- PROPERTY LINE 181 LF 20 REMOVE EXISTING 24" STORM DRAIN. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A C.B. -CATCH BASIN ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS -CENTERLINE J I SH 4 2 EA 21 CONSTRUCT MONOLITHIC CONNECTION PER CiTY OF RANCHO WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS R DEPRESSIONS SHALL BE '�'" FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. C.F. -CURB FACE _ EXIST. SEWER MANHOLE w NEW FIRE HYDRANT CUCAMONGA STD PLAN 308. INDEX MAP © CONSTRUCT TRANSITION STRUCTURE # 3 PER CiTY OF RANCHO E.C.R. -ENO OF CURB RETURN 2 EA 2 CUCAMONGA STD PLAN 336. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT 000) -EXISTING ELEVATION _. ' EXIST. VAULT 0 NEW WATER METER REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY 1 EA SEAL AT EXISTING 24" CONNECTION PER A.P.W.A. STD. PLAN APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WiDTH • I -EDGE OF PAVEMENT 23 NO. 381-1. SEE SHEET 3 OF 5. PRIOR TO PAVING. EXIST. -EXISTING F.H. -FIRE HYDRANT - EXIST. SIGN • NEW WATER VALVE 1400 LF 24 UNDERGROUND TELEPHONE UNE BY TELEPHONE COMPANY 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE F.G. -FINISH GRADE - CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWNQ NEW THRUST BLOCK 7 EA Q INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE TO DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF F.S. -FINISH SURFACE TREE BE COORDINATED BY DEVELOPER WITH R26(S) SIGN WORK REQUIRED BY THESE PUNS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE F.F. -FINISH FLOOR SEE NOTES ©6 PLANT STREET TREE PER LEGEND AND NOTES ON SHEET 1. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. F.L. -FLOW LINEO NEW SEWER MANHOLE EXIST. TRAFFIC SIGNAL BOX 14. STREET SIGNS PER CiTY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE G.B. -GRADE BREAK 7 EA 27 INSTALL PULLBOX No. 5. CONSTRUCTED AT EACH INTERSECTION. H.C. -HANDICAP O NEiN SEWER CLEAN OUT PROJECT 1400 LF 28 INSTALL 2" DIA_ CONDUIT TRAFFIC SIGNAL INTERCONNECT DESCRIPTION GAS METER",a., SHT. NO. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY H -HEIGHT OF RETAINING EXIST. BEHIND CURB. -HIGH POINT NEW CATCH BASINFOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. H.P. 1 TITLE SHEET 1 EA 29 REMOVE EXISTING WATER METER BOX UPON REQUEST THE REQUIRED PUN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE EXIST. MAIL BOX NEW STORM DRAIN PIPE CITY ENGINEER FOR APPROVAL. I.E.UA -INLAND EMPIRE UTILITIES AGENCY INV. -INVERT 2 6TH STREET - STREET IMPROVEMENT PLAN AND PROFILE 2 EA 30 REMOVE EXISTING TREES. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, EXIST. TELEPHONE MANHOLE 3 CONSTRUCTION NOTES BUBBLE 3 6TH STREET STREET IMPROVEMENT PLAN AND PROFILE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST L.S. -LANDSCAPING - 1 EA 31 REMOVE/RELOCATE EXISTING POWER POLE BY EDiSON OF THE INSPECTOR. L.P. -LOW POINT 4 TRADEMARK STREET - STREET IMPROVEMENT PLAN AND PROFILE Y '�-4 69 EXIST. GRADE ELEVATION � PROPOSED CONTOUR 13,390 SF 32 CONSTRUCT 4" MIN. AC PAVEMENT OVER 4" MIN .AB (T.I. 7.0) 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. M.H. -MANHOLE COLDPLANE EXISTING AC PAVEMENT AND I 5 6TH STREET - SIGNING AND STRIPING PLAN O PER CITY OF RANCHO CUCAMONGA STD PLAN NO. B (T.I. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: N.G. -NATURAL GRADE AC OVERLAY PROPOSED STREET LIGHT N.R.W. -NON-RECLAIMABLE WASTEWATER 193 LF 33 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103. A. SAN GABRiEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 P.V.C. -POLYVINYLCHLORIDE � NEW ASPHALT CONCRETE & AGGREGATE BASE MR. BOB STAWNGS 1 EA 34 CONSTRUCT CONCRETE COLLAR PER CiTY OF RANCHO FOR BASE LINE ROAD CONSTRUCTION R P.P. _POWER POLE-PROPERTY UNE REMOVE EXISTING AC PAVEMENT CUCAMONGA STD PLAN NO. 329. B. GENERAL TELEPHONE 1-800-483-3000 PKWY DRAIN -PARKWAY DRAIN 1 EA 35 RELOCATE EXISTING STREET LIGHT. C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES R/W -RIGHT OF WAY t'�r'11►IG�ITp�TlON NOTES � �� ���. 2 EA 36 INSTALL STREET NAME SIGNS PER RANCHO CUCAMONGA STANDARD 216 N. EUCLID AVENUE 1-800-427-2000 COMM. R -RATE OF GRADE \✓✓\VJ1I�Vl�S �� ffll rT PLAN NO. 401. ONTARIO, CA 91762 R.C.P. -REINFORCED CONCRETE PiPE 1 EA ©7 INSTALL W53 "NOT A THROUGH STREET" SIGN. ST.LT. -STREET LIGHT NORTH SOUTH D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-25911. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY S = -SLOPE R/W44' 44' R 1641 SAN BERNARDINO ROAD STANDARD PLANS. /W 60 LF O CONSTRUCT 48" RCP STORM DRAIN PiPE, D-1350. RANCHO CUCAMONGA, CA 91730 S.D. -STORM DRAIN 12 32# 32 12' A S.F. -SQUARE 1 EA 39 RELOCATE EXiSTMG WATER METER PER CVWD PLANS SQ U E FEET 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC O . E METROPOLITAN WATER DISTRICT 909 593-7474 11 ( ) SOILS REPORT HALL BE FURNISHED TO THE CITY INSPECTOR. ANY MIN S 3 700 N. ADRENO AVENUE T.C. -TOP OF CURBUNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 0.5' iN .5 U VERVE, G 20'±91750 T.S. -TOP OF CONCRETE SLAB SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 5P .0' MAX QTM u AM F. COMCAST (909) 983-9895 T.R. -TOP OF RAIL EX1S'TTNG AC 1205 DUPONT ST. (PORTION OF RED HiLL) T.G. -TOP OF GRATE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 1 PAVEMENT DQSTiNG 1,430 LF 50 WET SANDBLAST WSTiNG STRIPING/ PAVEMENT MARKERS. ONTARIO, CA 91762 TOP -TOP OF SLOPE THE ENGINEERING DIVISION. EXISTING 2% SIDEWALK O G. MARKS CABLEViSiON (909) 987-6275 TBE -TOP OF BERM 4. STREET TREES SHALL BE PLANTED PER PUBLIC IMPROVEMENT PLANS-TOE OF SLOPE 15 2 .5X r _ _ _ _ _ _ _ _ _ _ - 51PRO�� IN • 10808 Foothill Blvd #120 (909) 880-0222 TRANS PAD -TRANSFORMER PAD ONLY. - - -� 322 LF 52 PAINT 4'/4' DOUBLE YELLOW MEDIAN PER CRY PLAN N0. 133. RANCHO CUCAMONGA, CA 91730 STREET TREE QUANTITIES EXISTTNc CURVILINEAR SIDEWALK NOTES: SYMBOL STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QTY GRADE 4 EXISTING 1,395 LF 53 PAiNT 4" SKIP WHITE LANE LINE AND TYPE 'b' MARKERS PER CiTY STD. PLAN 133. CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WiTH STD. DWG NO.114 SPACE 13 CURB & GUTTER THE GENERAL UNE AND GRADE SHALL BE AS SHOWN ON THE STREET IMPROVEMENT PLAN. MAGNOLIA 155 LF 54 PAiNT 8" SOLID WHiTE CHA NELIZING UNE PER CiTY STD. PLAN 133. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD SIGNING AND STRIPING NOTES: 6TH STREET GRANDIFLORA NCN 3' 20'O.C. 159 430 AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE *ST. MARY" 660 LF 55 PANT TWO-WAY LET TURN LANE PER CiTY STD. PLAN 133. PUBLIC WORKS INPECTOR AND ENGINEERING AND LANDSCAPE ARCHITECT PRIOR TO FINAL 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATIONCON �T PRIORI 0 ANTICiPATEDUCTION. THE PFIELD ILIC NSPECTION RKS INSPECTORINTHEHALL BE EVENT MAJOR FIED A CHANGES IMUM RE PROPOSED TO MANUAL48 HIRS FSHALL CONFORM AND MAINTENANCE TO THE MANUAL. REGGUTATORY AND WARNING SIGNS SIGN SPECIFICATIONS, S Q TRADEMARK ST PRUNUS TYMAL � � �GG 1 2 EA 56 APPLY THERMO PLASTIC WHITE TYPE N (LEFT) ARROW PER CALTRANS STD. NO. A24A. BLIREIANA NCN 3' 20'O.C. 159 4 THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED-LINED PUNS SHOWING THE BE MiNiMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" (T.I.=8.0) N.T.S. 522 LF 57 PANT DOUBLE YELLOW CENTER LINE PER CiTY STD• PLAN N0. 133 PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TiME THE 48 HRS NOTICE IS GIVEN ELSEWHERE. TO THE CITY INSPECTION DIVISION. 7 EA 58 INSTALL "NO PARKING ANY TIME" (R26) SIGN ON STREET LIGHT POLE. 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN SPECIAL NOTES MXD FU ULM IMEMNlMATIN CMW_- NON-PERFORATED UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE 2"X2" AND OF SUFFICIENT LENGTH TO EXTEND FROM IMPROVEMENTS FOR SOUTH SIDE OF 6TH STREET FROM STA. 31+00 TO HAVEN AVENUE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THE TOP OF THE SIGN (S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR BY FUSCOE ENGINEERING DRAWING NO. 1963 SHEET 4 OF 9 ARE TO BE CONSIDERED CONSTRUCTION FOR JOB SITE CONDITIONS DURING THE COURSE O SLEEVE AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE A PART OF THIS PROJECT. NORTH SOUTH CONSTRUCTION OF 11# PROJECT INCLUDING SAFETY OF ALL PERSONS AND RADIUS PT. PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE BOTTOM OF THE SIGN (S). THE ANCHOR SLEEVE SHALL EXTEND I OR 2 INCHES R/W 56' 50' - 56' R W LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL I OR 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2-1/4" x 2-1/4" THE EXISTING TELECOMMUNICATION LINES ALONG 6TH STREET FRONTAGE FROM THE FIRST EXISTING DEFEND, INDEMNIFY, AND HOLD THE CiTY OF RANCHO CUCAMONGA, THE OWNER, AND BY 30" LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING OFFSITE POLE WEST OF WESTERLY PROPERTY LINE TO EASTERLY PROPERTY LINE 11 45' 45 1 5'-11' THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL ALLEGED, CONEBOLTS OF UNISTRUT DE RIVETS AT RIGHT ANGLES TO EACH SHALL BE UNDERGROUNDED. n N CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTPT RR TF TDRIVE w RcvlseD aTbRM DRAIN 1~INR G" ON sNC[T' Spy THICi.�ES E fi• 3'0 v FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS OF OTHER CITY i ^0 oes+ ENGINEER. APPROVED TECHNIQUES. INSTALL R26, R26 (S) AND NEIGHBORHOOD WATCH ALL SERVICES CROSSING 6TH STREET SHALL BE UNDERGROUNDED AT THE SAME TIME. 0.5 ,F z I arMovuD TRwGs rHIsNes st+c• mm• ME -iS DtSTiFIG UWDERGROM STRUCTURE$: SIGNS ON GREEN "U" CHANNEL POSTS. MI 0 33 DESCRIPTION 0 F REVISION DATE APPROVED o ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND RECORDS, ARE INDICATED WiTH THEIR APPROXIMATE LOCATION AND EXTENT. INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD 33 32 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WiTH THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING 2 -3.5% _ _ _ CITY OF RANCHO CUCAMONGA ENTREE HAS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ___2�----- UNDERGROUND HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF PROVISIONS: EXISTING SURVEY MONUMENTATiON 4 T � UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED WITH INDICATED ON STREET IMPRO VEMEN T PLANS PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ORE A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN TRAFFIC MANUAL., MAINTENANCE MANUAL AND CITY STANDARD DRAWING BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD FOR AND ANY OTHERS FOUND AT THE SITE. IT SMALL BE THE CONTRACTOR'S 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES 133 13 1 9DRC OROO-41 I -- CONCERNED BEFORE STARTING WORK. CONFORM TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS. J FD SWfr,, STAMPED 7?CE 125070, fLUSH, AT THE INT. OF THE ELY LINE 13 . TO CONTRACTDR: OF DEER CREEK CHANNEL & CIL OF 67H ST., AS SHOWN ON R6 B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO Leat upeocr 5/10/04 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DMENSIOTNS AND SHALL THE PLANS SHALL BE REMOVED BY WET SAND BLASTING. 4 fD SW&T,, STAMPED 7'CE 12507" fLUSH, AT THE CIL INT. OF Q4LLY Cr TRADEMARK S'TREET•CllL DE SAC L.\s42s\z42MI� TITLE SHENOTICEREPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF & 67H ST., AS SHOWN ON R6. WORK. C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR (T.I.=7.0) N.T.S. Z� APPROVED BY: DATE ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE 5 fD 1" IP W/IRON ROD, NO TAG, DN. 0.06, AT CIL /NT. OF CENTER AVE. �P� LAND OFES.S IMPORTANT NOTICE COMPLETENESS MND ACCURACY THEREOF TO TiE SATISFACTION OF THE & 6TH ST., IN LIEU OF 1" lP wl7wK, NO TAG, AS SHOWN ON R14. ���� 1,• jy' sG� ��� I �'q� CITY ENGINEER R.C.E. 0. 24953 K q Ey SECTION 4216/4217 OF THE GOVERNMENT CITY ENGINEER. _ cl� Q� F �� Q� Cisr G' DESIGN PLANS PREPARED M- RECOMMENDED ti+ail ��� rdr,<, 8 fD 1" IP W CODE REQUIRES A DIG ALERT IDENTIFICATION /IRON ROD, NO TAG, AT CIL INT. OF CENTER AVE. (NORTH) � � ry,.,p ?� NUMBER BE ISSUED BEFORE A D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO THE REMOVAL & TRADEMARK ST., IN LIEU OF 1" IP W/TAG, STAMPED 2S 44 AS � m NO. 5750 cn � ca, Q 9 �, CR 'pad, f t�•� Can: TOLL FREE * * r z THIEVES ENGINEERING, !NC "PERMIT TO EXCAVATE" rau BE VALID OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE SHOWN ON R2 FOR YOUR DIG ALERT I.D. NUMBER CALL � EXP.12/31/[15 . � * R.C.E. N0. 43293 * DRAWN CML ENGINEERING ' LAND SURVEYING SHEET -8 0 0 REMOVED PRIOR TO PAINTING NEW STRIPES BUT IN NO CASE SHALL ANY � �� V� �' AVENUE UNDERGROUND SERVICE ALERT SELECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN '' '9 0 - L�F��� J' Exp. 3-31-06 CR Pii(MuR1 1C i oAx�,4 1_8 OF 5 Tal FREE 1-800-227-28M 227-2600 �V O� C.E No. 4.T'193 DRAWING 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS / / FCA l C��1�--- Q� TWO WORKING DAYS BEFORE YOU DIG / C� - O CHECKED 4F �E Q HIA S' S TIriO WORKING 01tY5 YOU DATED B IAN L. THIENES, LS 5750 C A` DATE FiLE NO. PROJECT SHEET NO. 1 OF 10111111 IN111111 PENN � .f. SUMMER NONE nomm1iiN!LcP.0 ' ' �� ' ' ' ' "� ' ' ' ' ' ' ' ' ' ' ' ' OEC - � � ' ' " '� � ' ' ' ' ' ' '� ' • ' p - - • -• • - on H • - MENOMONEE MENno� HZENE NONE I p nom ° aybonommossi m moss �P ' i!'��' 'ossWWI I , Era"AR11111 I u!Omni I INN loon T, ,lrzrmmmi=Ar-z- so IFS a ' ' ' ° ° ' ' ° ' ' ' '� '� '� ' ' '� ' ' '�'�' �' ' ' ' ' IWO r;m fps Iasi v No ONES 300mmmmmmm sommossomMEN -- sommoons 1 • 1 - ME on JOE No moor . ' � �� �,1 �� � «' ! SEEMS1011111111-1-i moommoom if MEM � � ' � ��1 � m - • a 1- . uijlvj 1 1 • • IF loom • N • • � N A � , • a 1 ` ' `� L - •f 1 l - 1 s r i 'x+71_ r ' ! c• •.c� nafa�� �w>• UP SO O M MMA I4 4 47-L t7 ........ ---- BENCHMARK: 4-4---f t J TL 4- -4 JV0. All v COUArlY Of' -17AN BERNARDINO BENCHMARK 30—A+ j -4 FOUND DRAT PYN ON rOP OF CURB, ON ME SIDE OF SI)eTH SML LT AT THE I .4 INTERSEC770N OF SIXTY STREFT AND CENTER SME17, 5 f n7 .3� E4ST OF DRlIoTVA Y 4 4` ELEVA770M -106-989 fFFT (NGVD :2911980 ADLIUSMEW)L-4 4- T& - --—----------------- -V -4. 4+ .A\?SA4DW!,.i;IWAVEt 4 ...... +- -4-c� I 46 V/ JLL ... +M F_ I -r---T--7- :1 I -4-7: L -A I 71 --I 17L + --i -4-I50 A+50 -4 I -4 ' 41 STA. �28 T -4 __ : -j A. t , t 3 I In - 9- .4--- uji Ewwnm pumm me r2 cr )THI NS cmpr so K&Mftf cow 4- V3 T JL U I V OMT. 2 I o til,vV3 1141PARE FLUII L so 0 no tvqvn. OM WI 1 4 I+ - MANHOLE ABAM0 -- -- ------------ Flog ------ SEAL I"0 In-- ----- - PROFILE SCAILEE: -4*- -4 IHORIZ. - I" 40 WWI 77-_[7 7 26 27 28 29 30 31 32 CONSTRM11ON NOTES 1 REMOVE EXISTING AC PAVEMENT.2 REMOVE EXISTING AC BERM. POINE 3 REMOVE EXIST. CHAIN LINK FENCE ASANDOWAIENT SEA FOR RgQ INLET 4 REMOVE EXISTING TELELPHONE POLE AND GUY ANCHOR 5 REMOVE EXISTING DRIVEWAY. do 0 see I**@#"0".. ScTlf 1110s umv 6 REMOVE EXISTING TRAFFIC SIGNS/DELINEATORS st *wTm FOR 460 poll pla. on LC$wl 7 ADJUST TO GRADE. 8 PROTECT IN PLACE. ts*0 2ft 494"n MLX,9 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. 66Tm mart EX CONSTRUCT 5" MIN. AC PAVEMENT OVER 6* MIN AB (T.I. 8.0)PER CITY OF RANCHO CUCAMONGA STD PLAN 100-A. COLD PLANE EXISTING AC PAVEMENT. AlBANDOWENT SEA SE9TION A-A FOR FtgP INLET ICONSTRUCT 8- (A2-8) CURB AND GU17ER PER CITY OF RANCHO IICUCAMONGA STID PLAN. 104. um: REMOVE EXISTING CONCRETE SIDEWALK. DIWNSIW MIND" ON THIS PLAN FOR mrmic An LwIlLis" UNITS AAE NOT EXAC EOUAL VALUES- IF METRIC VALUES AftE LMDL ALL VALUES USED FOR CONSTRUCTION $"ALL BC METRIC VALUES, RIEIWORCINC CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO DA" SIZES IN ENGLISH UNITS WAY BE SUOTTITUTLV rQA METRIC BAN SIZES. IF ENGLISH UNIITS ARE USED. ALL VALUES USED IFOA coNsrRUCTION CUCAMONGA STD PLAN 114 AND 103. SEE NOTES ON SHEET 1. SMALL BE ENGLISH UNITS. --------------00 -C (OLD SM.), 101 TYPE C (NEW STD.) CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 1 01 ARMAMM PURM WORKS A29=ATOW-90VINM CALXVRWA CKAPM CONSTRUCT CATCH BASIN (W PER PLAN) PER CITY OF RANCHO A BAN D 0 MA M S_F_J U_A ID4 CUCAMONGA SM. PLAN 300. MR LUNHOM AM INLM C 01I�RV_qjliff_I uwwmty*x&AAD lIpacvxl*Tfmft r4m Pubm VMS 04 CONSTRUCT LOCAL DEPRESSION, CASE B PER CITY OF NW23'22 RANCHO CUCAMONGA STID PLAN 307.13.61 C4 ------- CONSTRUCT 18" RCP STORM DRAJN PIPF_ D-2000 O' SEWER s ABANIDONEMENT SEALS. (B -7--l-iooq� -1 V:�� REMOVE EXISTING 24" STORM DRAIN. x CONSTRUCT MONOLITHIC CONNECTION PER CITY OF RANCHO CUCAMONGA STD PLAN 308.16 T R WA L 4W.5-a— CONSTRUCT TRANSITION STRUCTURE 3 PER CITY OF RANCHO 16': 12 ui [:$�2 TC CUCAMONGA STD PLAN 336. SEAL AT EXISTING 24" CONNECTION PER A.P.W.A. STD. PLAN w NO. 381-1. SEE SHEET 3 OF 5. CO UNDERGROUND TELEPHONE LINE BY TELEPHONE COMPANY E! 4 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE TO REVISED STOK" DPAIW 1-1ma C."'Iw rwlF_t4r,3 r-j n pn PROP.15 PO co uj - I 13 15 00 In 00 30 La- 04 BE COORDINATED BY DEVELOPER WITH R26(S) SIGN Al()Cpfrcp POAV15 A*..PP%k r� in V) k!OR r-0 L) LLI I i+ a; + I rotews wy -rwirmus mr"r.-C.- INC- - W 00 A-0)00 26 30 MAX, PLANT STREET TREE PER LEGEND AND NOTES ON SHEET 1. R1W ID---?---Cc +C14 DESCRIPTION OF RE\�qSION DATE CITY cu 010 MAX. APPROVED <I ; go 28 00*000 46 ...... INSTALL PUUBOX No. 5.@ c; Iin 17 BEHIND CURB. + 18 0 INSTALL 2" DIA. CONDUIT TRAFFIC SIGNAL INTERCONNECT REMOVE EXISTING WATER METER BOX + w . .,.v S/ IMPRO VEMEN T PL A NS -j OL lw REMOVE DOSTING TREES. < (D REMOVE/RELOCATE EXISTING POWER POLE BY EDISON FOR DRC DROO-41 CONSTRUCT 4" MIN. AC PAVEMENT OVER 40 MIN _AB (T.I. 7.0) IT ONGA SM PLAN NO. 1OO-A_ L-t 4p"-4/12/04 6TH S1 S�rH __ Ft CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103.CONSTRUCT CONCRETE COILLAR PER CITY OF RANCHO FESSN APPROVED BY: DATE 1-1/ CUCAMONGA STD PLAN NO. 329. CITY ENGINEER R.C.E. NO. 24953 RELOCATE EXISTING STREET LIGHT. DESIGN PLANS PREPARED IlY. RECOMMENDED INSTALL STREET NAME SIGNS PER RANCHO CUCAMONGA STANDARD CR 0 20 40 80 120 PLAN NO. 40 1. THIENES ENGINEMING, INC. INSTALL W53 NOT A THROUGH STREET" SIGN. P-C.F- MID. 43M DRAWN CIVL ENGINE-ERING a LAND SLRVEYM SHEET I MW VALI-EY VIF-W *ANUE 1p Eqk 3-�,T CR LA MRADA, CALFORNIA 9063a 3 5 SCALE:1"=40' CONSTRUCT 480 RCP STORM DRAIN PIPE, D-1 350. _f civ% Iri CHECKED RL 14 21--4811 FAX(714M-4173 OF. RELOCATE DUSTING WATER METER PER CVWD PLANS Of' C lk% HIA R.C.L No. 43M DRAWING t A& mm �71 FILE W PROJECT �HEET NO. O-F-'j BENCHMARK: - - _ -.. - _ = 3t. c. - _ - _ - _- - - - N NARDINO BENCHMARK NO. 130 A ' _ - - - -_ - _ _ _ - URB; ON THE SIDE OF S/XTH STREET AT THE UN R P/N ON TOP OF C IH4 _ - - INTERSEC710N OF SIXTH STREET AND CENTER STREET,• 5 FEET f EAST OF - - - DR 11/EWAY. R - - +-.._ _ - - - - aE VA77ON =1069.89 FEET (NG M '29/1980 AaAlS77�/ENV - _. fJLL R - - - - _n4 CONSTRUCTION S _ - - - - - - - PAVEMENT. REMOVE EXISTING AC PA EM 2 REMOVE EXISTING AC BERM. - - _ - -- _-- - _ _ _ _ : _ -- 3 REMOVE EXIST CHAIN LINK FENCE F _ _ - REMOVE EXISTING TELELPHONE POLE AND GUY ANCHOR _ D UTILITY AND UNDERGROUND OVERHEAD 5 REMOVE EXISTING DRIVEWAY. - - - - - - : 6 REMOVE EXISTING TRAFFIC SIGNS/DELINEATORS - - - _ _ - - - - - - - - - - - -. _ - _ - ADJUST TO GRADE. _. 7 ►-..I 1;15. C 1 , : - _ _ - - 8 PROTECT IN PLACE. REMOVEEXISTING U AN GUTTER. - - - 10 REMOVE EXISTING CMP RISER CONSTRUCT 5" MIN. AC PAVEMENT OVER 6" MIN .AB (T.I. = 8.0) -. - - - - -. PER CITY OF RANCHO CUCAMONGA STD PLAN 100-A. -II , 12 COLD PLANE EXISTING AC PAVEMENT. 13 CONSTRUCT 8 R AN _ _ _- - D GUTTER PER CITY OF RANCHO - - _ _ _ __. CUCAMONGA STD PLAN 104 (A2 8) CURB - - - - - - - - - REMOVE EXISTING CONCRETE SIDEWALK. 1 S121 Of15 CONSTRUCT CURVILINEARSIDEWALK P • ER CITY OF RANCHO - - : - - - _ - SHEET 1. • � _ CUCAMONGA STD PLAN 114 AND 103 SEE NOTES ON _ _ _ _. _ 16 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO - CUCAMONGA STD PLAN 101-C (OLD STD.), 101 TYPE C NEW STD.) CONSTRUCT ATH PER PLA PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. C UC CATCH BASIN (W N B PER CITY F ION, CA C 0 18 CONSTRUCT LOCAL DEPRESS SE RANCHO CUCAMONGA STD PLAN 307. - - _- __. - CONSTRUCT 18 RC ORM DRAIN PIP - - -._ - - -- - _ : _ _ - _ 19 PST E, D 2000 PROFILE SCALE. _ _. _ 20 REMOVE EXISTING 24 STORM DRAIN. - : HORIZ. - i = 40'. - - CONSTRUCT MONOLITHIC CONNECTION PER CITY OF RANCHO VERT. - i" = 4' 21 CUCAMONGA STD PLAN 308. STRUCTURE 3 PER CITY F RANCHO _ - - CONSTRUCT TRANSITION STRU � 0 22 26 25 24 23 22 21 CUCAMONGA STD PLAN 336. 23 SEAL AT EXISTING 24" CONNECTION PER A.P.W.A. STD. PLAN NO. 381-1. SEE SHEET 3 OF 5. 24 UNDERGROUND TELEPHONE LINE BY TELEPHONE COMPANY INSTALL 9500 LUMEN HPSV SCE COORDINATED BY DEVELOPER WITH ET LIGHT BY SIGN TO -4-05" --� i ---� I ' I �� I ; Jf PLANT STREET TREE PER LEGEND AND NOTES ON SHEET 1. 1 - - ' -rte --�-- i- I---I f -- —- - 4_� /I � 26 INSTALL OX No. 5. \ �` I 27 PULLB - - - - - -1-' I - — — — — _- _ - -- — - INSTALL 2" DIA. CONDUIT TRAFFIC SIGNAL INTERCONNECT tow its" _s IL Z —` -- ,, -r-- --- r - - -•-' ----�? s-1, - -- REMOVE EXISTING WATER METER BOX BEHINDJ' ; ash F � ��- I I ;s I.: i - j aw:' , I ... - .,-_ as: .,. 1 C .• '? .I'� 3. ✓ 1- - _ - r - s REMOVE EXISTING TREES. ,7X;, ._. `s—.! l—'!�➢� — __— i \� , °� _ /, 8 DR�VEW a - --- - - I I ; IL L 31 REMOVE RELOCATE EXISTING POWER POLE BY EDISON r P OP. "SEWER ^ - / w SEE PRISE GRADING PLAN I , I I I -- O _ �� CONSTRUCT 4" MIN. AC PAVEMENT OVER 4" MIN .AB (T.I. 7.0) DRC 2000-0041 'I PROP. PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 100-A. PMT 2004-00120 I, - ��' � � I 1 � � I -- -- CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103. R W 33 R Iw r (� i f 1 I i i ��(iSTiNG STREET r' '" , Lp; R CITY OF RANCHO 35 - ( - = 'r r <, 1 -- --' I (—_�__I_-- -_.---- 34 CONSTRUCT CONCRETE COLLAR PER LIGHT RELOCATE P„fir I --- _ ' _- j CUCAMONGA STD PLAN NO 329 X S N� - r I 'r}� ` , �'` DUST P L W 35 RELOCATE EXISTING STREET LIGHT. r v, r 36 INSTALL STREET NAME SIGNS PER RANCHO CUCAMONGA STANDARD �� ���'•' ' EXIST. j' I I PLAN NO. 401. EXIST. CURB & GUTT'EI tW II„ i' i CURB dt GUTTER - - - , -7 & 37 INSTALL W53 NOT A THROUGH STREET” SIGN. r C' / I 9 I I 38 CONSTRUCT 48" RCP STORM DRAIN PIPE, D-1350. 8 B �' I I 39 RELOCATE EXISTING WATER METER PER CVWD PLANS _ U J i U r _ / PROP. <41 M r!r' i� R W + o2 w c� 37 W=32, A t I dRVNY R=15 �i 5 16 3448!1 f5� ZS W-34.5` R=20 48.1 ------ - -- -- . _ 4 1046.68._ - o - lY • 4�' Z3' o 39 4 ,o N --- --- PRO �T Ns �_— - - - - - ---- e+, aee t ,»fx If 9 .. �n 13 �� Ln STA. 0+00 AVE= ' STA 24+08.82 TRADEMARK ST_- - - - F 33 �� 14 :s < I - F� N m DESCRIPTION OF REVISION DATE ,PROVED 7 0 X °° CITY OF RANCHO CUCAMONGA W N? "' STREET IMPROVEMENT PLANS TRA E M A R K ST CENTER AVE FOR DRC DR00-41 CURVE DATA L\ �,� 9Sr4.d + DEMARK STREET Q' 0 R L T L:�2429\2429ST4.Awg A 3T33'13" 94.00' 61.61' 31.96' 8 40'32'26" 45.00' 31.84' 16.62' OFESS APPROVED BY: DATE o �AVq� CITY ENGINEER R.C.E. N0. 24953 C 6T29'39" 15.00' 17.67' 10.02' ��Q` p�K 1. qcy � DESIGN PLANS PREPARED BY: RECOMMENDED i z -CR THIENES ENGINEERING, INC AAA --"t4'0t- D 58'22'26" 5.00' 5.09' 2.79' c� 9� E 58'46'26" 20.00' 20.52' 11.26' 0 20 40 80 120 * R.C.E. N0. 43293 * DRAWN CML ENGINEERING• LAND SURVEYING SHEET 16800 VALLEY VIEW AVENUE . 3-31-06 Q LA MIRADA. CALIFORNIA 90638 F 58'46'30" 45.00' 46.16' 25.34' J' � CR �. 142 4e 1 FAX(714�i21-4173 4 OF- SCALE: f 5 wl anti. SCALE:1"=40' OF �V��� � CHECKED C N E. No. 43293 DRAWING HIA DATE -•� - FILE NO. I PROJECT SHEET NO. OF j