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HomeMy WebLinkAbout1836BENCHMARK NO. 148-8 PROJECT STANDARD BRASS DISK IN THE NW SITE CORNER OF A 4' BY 8' DROP-IN- BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND GENERAL NOTES: AVENUE AND ETIWANDA AVENUE 66' NORTH OF THE C/L OF HIGHLAND \ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY I i AND 24' EAST OF THE C/L OF I 10 WILSON AVENUE ETIWANDA ELEVATION: 1432.612OFRANCHOCUCAMONGASTANDARDS, AND THE STANDARD SPECIFICATIONS I 1 FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR J*/ SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCEIL= v TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 0 j z z 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER I a z N POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT o BANYAN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN II 30 I I ; I co ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE I 8' a REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO n COST TO THE CITY OF RANCHO CUCAMONGA. 31 ooh\., y - z 3 g LLLU 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE Q i ; STATE ROUTE 30 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY C) 0 o DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY n 32 i HIGHLAND AVENUEor FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN I i N ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA N t Q ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION N 28 3__- ", y' C WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 27 k- VICINITY MAP N 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 1 J*N p.PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT G ` 26 TRACT 14 2 POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE j „ 4 33 DWG,", ; 1699 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 25 T-- I I I STREET CONSTRUCTION NOTES:QUANTITIES BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 1 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, 24 I 15TEMPORARY STREET TO BE kE*40YE-0D____ , 1O CONSTRUCT CURB AND GUTTER PER CITY STD NO. 104 A2-8 5,750 L.F. MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.i - C1WG. N0. 16 9, SH ET NO. i 5 q O2 CONSTRUCT 3" AC OVER 4" AB (MINIMUM) 87,062 S.F. QI 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, i X23 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED t_-_CABAL j-- t I 30 CONSTRUCT CROSS GUTTER PER CITY STD. N0. 106-A 1 ,700 S.F. m0. AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 22 I r lJ Q? 7 1 r _T CONSTRUCT 4 WIDE SIDEWALK PER CITY STD. NO. 103 25,346 S.F. U)THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR G j1 ET N . 41 50 CONSTRUCT ACCESS RAMP PER CITY STD. N0.102 6 EASURFACING. 38N1g 43 I J CT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. NO. 7,299 S.F. I I I I I 0 CONSTRUCT8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED I I 6 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED 12 101 -A W PER PLAN) TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 0 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. NO. 243 S.F. PAVING. 41 92 1 i 4 5 i i 6 7 i 8 10 ,ply 101 -C (W PER PLAN) 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL j j 1 1 70 INSTALL STREET LIGHTS 5800 LUMEN HPSV W/6' MAST ARM 20 EA BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- I 13 i NO..I BY SCE, PAID FOR & COORDINATED BY THE DEVELOPER TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10t f 80 INSTALL R1 STOP SIGN W/LIMIT LINE & STOP LEGEND 3 EA DEBRIS BASIN I 1 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT t t - C I 1 90 INSTALL STREET NAME SIGN PER CITY STD. NO. 401 -A & 401 -B 5 EA TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION z OF THE STRUCTURAL SECTIONS. LOT "B" I O I I I 10 ADJUST MANHOLE RIM TO GRADE 14 EA DWG. NO. -1 8- I A„ I 1 Ac 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS g36_ 1 21 20_ _'9 1 _ 17 _16 _15 _14 _13 1 1L 1 1 UPJ j 1 1 ADJUST WATER VALVE COVER TO GRADE 14 EA OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING T" --- ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR t t I I 12 INSTALL FIRE HYDRANT MARKER PER CITY STD. N0. 134 9 EA DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL J,_ G_ 1__-__-___- 13 INSTALL TEMPORARY BARRICADE PER CITY STD. NO. 131 1 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS T :.. _ I o 1 14 INSTALL W53 SIGN & POST (NOT A THROUGH STREET) 1 EA 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 REMOVE TEMPORARY CONNECTING STREET 15,135 SF RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. OAKLAWN PLACE BLUEGRASS AVE.DWG. NO. 1803 DWG. NO. 1803 BTWN. ALTURA DRIVE AND CARMEL KNOLLS DRIVE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 16 INSTALL STREET TREE PER NOTES AND LEGEND ON ON SHT. 1 119 EA CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 17 INSTALL TEMPORARY 12"x12" NDS GRATE #1210 WITH A 12" NDS 2 EABID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT INDEX MAP RISER NO. 1230 SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE: 1 '=1 50' 18 INSTALL TEMPORARY 6" SCH 40 PVC DRAIN PIPE 96 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 19 CONSTRUCT TEMPORARY 3'x3' GROUTED RIP RAP 9 SF AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 20 CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 300 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 5 EA RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 21 CONSTRUCT LOCAL DEPRESSION PER CITY STD. N0. 307 5 EADURINGCONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS CONSTRUCT CURBSIDEDRAIN OUTLET (4x14" PARKWAY DRAIN) SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. COMMON MIN. GROW STORMM DRAIN CONSTRUCTION NOTES-QUANTITIES PER CITY STD. NO. 107-A 393 L.F. 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD STREET BOTANICAL TREE NAME TREE NAME SPACING SIZE AMOUNT SPACEINSTALL 30 RCP ('D' LOAD PER PROFILE) 662 L.F. 24 INSTALL TUBULAR STEEL FENCE PER CITY STD. NO. 608 335 L.F4 FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED PISTACIA CHINENSIS CHINESE PISTACHE 30' O.C. 15 GAL 37 EA 5' UPON REQUEST OF THE INSPECTOR. ALTURA DRIVE SOPHORA JAPONICA 5 INSTALL 18" RCP "D" LOAD PER PROFILE 178 L.F.S0 JAPANESE SOPHORA 30' O.C. 15 GAL 3 EA 5' 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN NO. 331 2 EATOFILLPLACEMENT. TEJAS COURT BRACHYCHITON ACERIFOLIUS AUSTRALIAN FLAME 30' O.C. 15 GAL 53 EA 5' 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS LAS BRISAS COURT RHUS LANCEA AFRICAN SUMAC 20' O.C. 15 GAL 6 EA 5' 27 CONSTRUCT MANHOLE PER CITY STD. PLAN NO. 318 2 EA PRIOR TO EXCAVATION. PHONE N0. 1-800-422-4133 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. MADRE PLACE RHUS LANCEA AFRICAN SUMAC 20' O.C. 15 GAL 12 EA 5' 28 CONNECT TO EXISTING 72" RCP 1 EA A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 818) 969-7911 CARMEL KNOLLS DRIVE © PISTACIA CHINENSIS CHINESE PISTACHE 30' O.C. 15 GAL 8 EA 5' INDEX SHEET MR. JAMES FREI FOR BASE LINE ROAD CONSTRUCTIONBBR ATI N LEG ENEVIOS & L END 1 TITLE SHEET B. GENERAL TELEPHONE COMPANY 800) 483-3000 A.B.AGGREGATE BASE 2 ST. PLAN-TEJAS COURT FOR UNDERGROUND SERVICE A.C.ASPHALTIC CONCRETE SIDEWALK & B.C.BEGIN CURVE 3 ST. PLAN-ALTURA DRIVE AND LAS BRISAS COURT C. SOUTHERN CALIFORNIA GAS COMPANY 800) 427-2200 CONSTRUCTION NOTES FOR STREET TREES STREET TREE ESMT. B.C.R. BEGIN CURVE RETURN 4 ST. PLAN-MADRE PLACE AND CARMEL KNOLLS DRIVE1981W. LUGONIA AVENUE FOR ALTURA DR. C.B.CATCH BASIN REDLANDS, CA. 92373 R/W C.L.CENTERLINE 5 STORM DRAIN PLAN 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 60' 909D. CUCAMONGA COUNTY WATER DISTRICT 987-2591 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 10' CLF CHAIN LINK FENCE 6 STORM DRAIN PLAN 9641 SAN BERNARDINO ROAD 12'I I 12'E.C.END CURVE RANCHO CUCAMONGA, CA. 91730 BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT 4 *1 7.5 18 18 1 7.5 4 E.C.R. END CURVE RETURN I N IDEFICECES MAY RE QUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE EX. EXISTING E. METROPOLITAN WATER DISTRICT 909) 593-7474 CITY INSPECTOR. 6 6" F.G.FINISH GRADE 700 N. MORENO AVENUE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE LEVEL LINE F.L. FLOW LINE LA VERNE, CA. 91730 0.20ENGINEERINGDIVISION. PAD 290 2% PAD F.S.FINISH SURFACE 1.7 1 F. SOUTHERN CALIFORNIA EDISON COMPANY 800) 655-4555 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 7% G.B.GRADE BREAK 411 7951 REDWOOD AVENUE H.P.HIGH POINT Z FONTANA, CA. 92336CONC. INV.INVERT CONC. CURB G. PACIFIC TELEPHONE COMPANY 714) 999-5639 M P.S.D. MASTER PLAN STORM DRAINSIDEWALKGUTTER cvuqivsc f aT&crsHr. 8 ' i2EP st'p 4Q7BOT,$/).'/e •--(, CONC.CURB & AC OVER ABP.C.C. PORTLAND CEMENT CONCRETE u , s i ADD .8,4611,1, °1e0Jtcr sNEErs it E`12 L_pZ, H 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT GUTTER Fu SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN USE 5' SW WITH P.R.C. POINT OF REVERSE CURVATURE Z THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS DOUBLE TREE ROW INTERIOR STREETS PROP. PROPOSED DESCRIPTION Of. REVISION DATE APPROVED PARKWAYINCLUDINGALL GRADING HAVE AND ROADWAY IMPROVEEN EMENTSMPLETED, AND ALL ARE REMOVED AND UNACCEPTABLE TO THE EAST OFRLASDRIVE BRISAS CT. TYPICAL SECTION P.V.C. POLYVINYL CHLORIDE w R.C.P. REINFORCED CONCRETE PIPE CITY of RANCHO CUCAMONGA OSATISFACTIONOFTHECITYENGINEER. N.T.S. R/yy RIGHT OF WAY 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB,PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SF SQUARE FEET f TEJAS COURT, ALTURA DRIVE, MADRE PLACE T.C.TOP OF CURB TRACT NO 13527THEINSTALLATIONOFSTREETLIGHTS, STREET SIGNS, AND FIRE HYDRANTS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHALL BE LOCATED BEHIND THE SIDEWALK. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; LAS BRISAS COURT & CARMEL KNOLLS DRIVE T.G.TOP OF GRATE 2 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT T.1. - 5.0 TR. TRACT STREET AND STORM DRAIN IMPROVEMENT PLAN S THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE T.W.TOP OF WALL 12 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE W WIDTH ALTURA DRIVE, TEJAS COURT, LAS BRISAS COURT, 0 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- V VERTICAL DEPTH MADRE PLACE AND CARMEL KNOLLS DRIVEFORUTILITYPIPES, CONDUITS OR STRUCTURES SHOWN OR NOT EXISTING SURVEY MONUMENTATION V.C.VERTICAL CURVE SHOWN ONTHESEDRAWINGS.590.77) INDICATES EXISTING ELEVATION TITLE SHEET Underground Service Alert THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTATIONS OF RECORD 590.77 INDICATES PROPOSED ELEVATION w IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION APPROVED BY: DATE: I;' % w LLCAOF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THAT COULD BE DISTURBED BY THIS PROJECTALL SAID MONUMENTS WHICH CURRENTLY ROFESS,,_ 2 CITY ENGINEER 1 RCE: 24953 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;i _al LA Q yCTOLLFREEANDTHATTHECONTRACTORSHALLDEFEND, INDEMNIFY, AND HOLD THE OWNER EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: VARO JG N S 7qJ, G o' DESIGN MADOLE & ASSOCIATES, INC. REC ENDED 1-800 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, s so c- RAM/MJG NO. 62183 CONSULTING CIVIL ENGINEERSINCONNECTIONWITHTHEPERFORMANCEOFWORKONTHISPROJECT, EXCEPTING o 422-4133 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE Na 47% N AND LAND PLANNERS THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS Exp: 9-30-05 DRAWN 10601 CHURCH STREET. SUITE 107 SHEET lfENGINEER. ft RANCHO CUCAMONGA. CA 91730PROJECT.EY49.3ao' Q 909) 948-1311 6 M TWO WORKING DAYS BEFORE YOU DIG s Q•y C V iI ` MJ Gf C C OFCONTRACTORSHALLVERIFYALLCONDITIONSANDDIMENSIONSANDSHALLREPORTJr. 0 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DATED: 0_7/Q_4____ L-Q __ 9lFOF Cpt\F CA0 CHECKED RCE No 62183 DRAWING NO. WILLIAM ROARO JASSO P.L.S. 4756 RAM/MJG DATE 7' lb 'O Z FILE No 1836 PROJECT SHEET N0._i__OF_LZ. _ BENCHMARK NO. 148-B O 1 STANDARD BRASS DISK IN THE NW 1")100.00' V.C. J i C14 42.73 O.C. CORNER OF A 4' BY 8' DROP-IN- PVI L 1 41 . I o E . 20 BOX FOR DRAINAGE CULVERT AT c a F- O ~ o I O F- 00 1 00.0 V.C. L/4=10.68 42:09 O.C.. ' THE NE CORNER OF HIGHLAND C%4 rI 1 QO.QO .C.,AVENUE AND ETIWANDA AVENUE 66nNo- b a o 1` PVI LL: 1778.55 L/4- 10.52 i o O U NORTH OF THE C/L OF HIGHLAND \ snfvv U 0 F- , PVI EL: 17 0.00 AND 24' EAST OF THE C/L OF1745nmUOF735o0oUOUoUOU F- r` Nw 0E- m U o o - p OU 1432.612+ 00 o T P OF NORTH CURB 0 ca p- O UapUTP -OF' NORTH CURBrOONOF- I ETIWANDA ELEVATIONmN + Lei p~ OiUJ HO IU- U a) U U Ca tom ~ O O O)f` oo O~ a n r o r 0 In ori po r' N F- c0 o In n N o U c f p of N I n ca ca ai O F-I + f D Q N + +ONO(N go pp 0 N, N CN r N _ r N r-N n p 21.32' OU m ,+, ' r IN tt ONO C7 N r` r r N oM O.C. 57.53' O.C. 13 .28' 4.Cw0CO TG= . U OtD m r rr r- N r W N. N N m OO CqY- i,=42.41 O.C. ri + c o 1 r .' r N CD I 1-7w-0) Ln LUI Q I Ly4=10.60 r r r S=O. 050 .-.-- 100.00' V.C. r e+,i 0 1 00 PVI 'E 1.0 J N w I m p FL AT B ---'- J N LL- w r tt 1722.40r J o PVI EL; 1741.00 1 cam m o f`? fU. w F-Q 0 ocn 1 0'F- o 100.0 ' V.C. p 0) n Rte N M U mU !0 \ o w o 0 o p 100.Qa C.i 0 019z ,F-- 0 F-00CO cn o 0 1 0 o I S n 0 o N PVI EL: 1728.35 r' N N PVI EL: 1729.80 r 0 o 1745 o o N 1735 735 0 N orn rn 0 S rr o c> ocn ocn ocn ocn r' N UN N rr - -. 00 / O r Nw , -. Off Z _ Ow o ©I 0 OAig N, vn Uj II U r Q1 o Ca V) 0 LL r-• O 0 1 n S _ , a r r0) / ripo 0w oo CLQ to a) 0 Ln LO eco ow oC19s: r N co pO NN 1.0 O U Or7 c0 CaO COO + ai + O 0U- .r N + c0 CD t0 r N r CV r N n1 Y 0 0 N r ONO + 00 FS D) r N o Q) w oEn . U . m 1 0 0 m h N OQ N r N of AT CL OTC--1.I/V/O r p.L N y^ r r o r r N VV I U0000 OIL42-41 O.C. rn, . +c° . 0 ` v Q w S=' .0 c) N n'50 L/4=10.60' pr) n to (6 FS AT CL U oo N n D0 100.00' V.E. N M 2 S=_0 D15Q r i r w QPVIEL; 1 741.20 r cn0E--8w pF- rn nom 0 o U 100.0 V.C. OQ N O b o O - 1 00.00 C.: 01 g F-w r N O M O o 0 n U PVI EL, 1728,55 p h Q PVI 4' mS0EL: 7 0.00 o 1745 + o m O v : p.0 : 1-1735 735 - ,+ , 0- 1'0 a n a i 7, V) ct OD a) F-O F- 4 IS n r r N w o F- m O F- 0 F- O F- O U CN(N O U OU 1 Q-OU OU OU CVN h + m 0 0 g n ca U: CNN o U c3 b o o F-o U TO OF SOUTH CURB : Q.b167 C'4 v r o 00¢N o ca 'n, o f- O U o U O F P 1 0 ri o 0 o F- rU-- 7 + P0 CQr` O OF- J OF- O G O~ d COQ 0)n r ( D O w Z mw N ro d-OP OF SOUTH CURB o' N U oO Oo : N + n N : 0 b0: 0n + m T or) N00 'nOo 0o U n ca cap nrn + 0E- C 303 r 00 CN C14 0 Lr) CJ r r 00 O . m a) tet\ ,N N N 1 rT` U 0IF- 0r O.C. o ca o m U O OO.C. 39T. r r f r 40'i 7'00%0.r pN COCb 57 53' 0 28' 4 C 00 r7 - A 14 30JJV r 00Mo_ 04 S_0.0 0 opo r I I 5 .97' O.C. r U 3.0 Vic r r O U a LAT CB 1 0)M m I PVI LL: i o F- 172 .4Q O J C) S\ r 01g N N CO U cD 7 i a U75o s 1735 N 0 6.67 725 U')O.C. PROFILE HO RR 56 7 O.C. Ft At OB, J VERT 10- 4 10+00 11 +00 12+00 13+00 13+00 14+00 PLAN 1=4o15+00 16+00 17+00 18+00 19+00 20+00 21 +00 Yp CJ``'• o o hOJG G 39 SCALE IN FEET CURVE TABLE O o x O 0 40 80 120 160O T 1• O CURVE RADIUS DELTA LENGTH TANGENT x J P'\ 10 0 A 27.00' 89'59 60 42.41 27.00 h0 B 27.00 90'00'00" 42.41 ' 27.00' 18 A 00• G C N59'58'36"E 20.37'x 9 ` 12 O ° ' 6 D 282.00 14'42'41 " 72.41 ' 36.40' x 40 E 318.00 14'42;41 ', 81 .65; 41 .05' F 282,00 29-25'34" 144.83 74.05' ri ii 6 G 318.00 29'25'34" 163.32' 83.50' v v 3 v 6 6 20 MADRE PLACE 7 23 6 6 23 23 6 7 6 23 23 23 H 27.00' 90'40'30" 42.73' 27.32' h J Joy o ..0 v A, SEE SHT. NO. 4 16 c°I 27.00' 89'19'30" 42.09' 26.68' D i 21 9 N N i0 r i KP I BENCHMARK NO. 148-8 100.00' V.C. 4=9.68 L/4=9.68' 50.00 V.C. PVI EL: 4. 1 af 0 PVI EL:1782.26 STANDARD BRASS DISK IN THE NW If!-0 0 CORNER OFA 4' BY 8' DROP-IN-U 0PVIEL: 1772.62 U F__ a6w w z00C0M000Uj r- 00LLJi.- q '-- BOX FOR DRAINAGE CULVERT ATC) 00 0 F-. r.0 0 0 mCDI-_ r-THE NE CORNER OF HIGHLAND0 FO\ 6400) 0 00C) 0 I-_ r47 CI) LC) pe) C) 0 (P r- 0000CDto 6 0 Lq AVENUE AND ETIWANDA AVENUE 66'0 cc n (qn C-4 r_ + if)r-C)L 00) , Il0000000CY) F to n n re) Vi - - I 1 0 EX. GROUND @ CL Iq 11-7IF r__ N-) C ro r-,r- r- N CID co CID NORTH OF THE C/L OF HIGHLAND 00, 01" c6 110 Lq r r-- r-. r- AND 24' EAST OF THE C/L OF C.4 00Ln0rrto t 0 F- 0 PO 0) 04 ETIWANDA ELEVATION: 1432.612 6 LC) Ej PVI EL:1774.77 w j S=0,005 I cnm 0.C),2,60 . . . . . . 0 106.00, 1 0 V,lop or EX. CURO 0UQ _ C U C14 0 - 1-1 j F LZ 0 1-- 0 a PER TR.143t3438r-r__ LL_ 0 PVI EL: 1765.20 0 0 D00)0) m 0)04 0 0)0 6 co reild.0_ ip c I-x I-w 1-1JOF- NORTH C-UR8. +a6 0 1 - T P OF NORTH CURES r1_ A 1 0C) CN IfIllf.) D m, -j 30M cui 770- -TCoF! jr,0 F- In5401, V.C.0 r- 0 to04 100'.00 Lo 0-LA_PVI EIIL:1782, rj 84z L6 PVI EL: 1772.42 EXISTING GROUND 0 C.L.O0 o6 0 z (n r- V)0 0 0(0 0 0 V) 0 Cf) UJ Cf) LJ t_, r- U 9 m0Lnno0nInW) M UU) j 04 u-tk 0 Ill n 0 0 0 0 0 Ln 1.6 0 C14 In L_ C) m CN 00 C 00 qt (D r- 04 ri rr) r'i 04IllC) o 0 0 U-) pe) U) FS AT CIL Irl 0 r- ir- r- r m CID 0 F- r- + r' LO r__ 0 LL_ r- CN C) 0 U_ r%-to 5-0.0 0) . . . . . . . .to 0) j C3 CN In 4FL 'AT'CB LO r,- 6 Uj 0 C) + - 0050 sm050 Of 10 .4- M 0 + 50L V.C. Cq C)15 CY) S--Y-. 0(n 0(.) q C-4 0 PVI EL:1774.57 0 0 PVI EL: 1765.00 TOP' OF E.CL FS C) (n 0 0 LL_ >0 00CN PER TR.14382-iCDP mCIDC) LL_ 0 r-a) 50.00 V.,C.TC 17W TC TOP4 1770--1740 TGP* 0 V) OPTIC LA_ PVI EL:1784.21 9 L,- , + 6 W FIBER 1V-0 r- 50.00 V.IC. W 0 0 0IMAOCABLE10- 0 U z U 0FSATCL0 0 0 C14 omf- mW F PVI EL: 782.26 CC) FC: 1772.62 00 QD 0 b-, di 6i U-5 1__ P CD 0 00 1-- L6 j 00 00 0 V) 0 00 0_ n U) r- 0 j 0 0 N NO CK) Ln0LL_ al n I-_ OD 0 0 0 LL_C140t)C) 6 0 L0 LI?r1r) D CN r4) 00 0 bK C)0 O~000 0 K) j r, CC + - 0r) F_ 0 0 - co (N n 00 0 U-) N w r- . rl- U 1 0 IninciTOPOFSOUTHCURBL0 (4 r, COj C + In h m pr) 00 L- U) C14 III V) 00 0 C) 00 r, L)0 0 L.L_ m TOP -or SOUTH., CURB L0 C) Uj U) 0 F_ D.OJ00) 6Z 6 - 0 r- U.N C5--a 6 r, . 0 0-Uj 0 U') LO r- s=o.0050j M 50.00- V.C. 2-2tomLq +0 m pba0 0 100.00 PVI EL:1774.77 CN 0 C3 04 PVI EL: 1765.20vi TOP OF EX. CURB F- r- 0- L) 0(.0 fl- 0 F-- 7PERTR.143820 0) CO 1_7t744 C L-- S 00 fS 0) 0 __ 1 ON0 L0 Lo Yh000140Df ) OU 0 L00C140C) 0 F- 0 4 0! AC140 N r,Irl j C) 0(0D 0 't UJI Pn 7 r 0 N r7 Dz4 UJI M of 0 m 0 C)0M DGjFLATGB Ci Uj 150m N MOS 0 PROFILE j q D C'i I IT HORIZ I*- 40' 1 4 VERT 1*- 4C:-r-4 Ac T- 6Fnf2e r 1770- TC1740TIC6+00 7+00 8+00 9+00 10+00 PLAN 1 Q# 11 +00 12+00 13+00 LO SCALE IN FEET to b EC 0 40 80 120 160 4 A ro0) 1C. 1-5.B47I7 7 CURVE TABLE 0*, CURVE RADIUS DELTA LENGTH TANGENT 20 6 6 6 A 27.00 89*59'60" 42.41 27.00 7 6 6 6 6 7 6 B)27.00' 90-00'00" 42.41 ' 27.00' 21 IEI 16 C) 282-00' 45*51 '45" 225.73' 119.30' H G A,5 D) 318.00'90.05' 45.33' 2kUj16'13'30"Pl:l 774 5 V0Uj29E)27.00' 82'11 '26" 38.73' 23.55' 0 3: j j 22 j 23 24_j j 25 bi 26 U 27 0 28. 0 F)318.00' 14'38'53" 81 .30' 40.87'12 10 0 > O_ ch G)38.00 210*00,00"19 00 139.28 141 .8 2' CIL ui F 0-0 con 18'52" 29.94' 15.065+97.03 AMPA DRIVE=co 0 04 00 H) 112.00'1 15 CD -to 0 C; V) 00 - 110-00.00 TEJAS DRIVE 0) Cn CN LD - ll CID Uj co ct k F- 11 11 11 I`__ a_ 11 0 0 3:: 0 00 0 IN36-32'44"W 57.53' 00 3., co 3: CO V) D In V: j) IN06-32'44"W, 5753'LO 3:: 0 a_ 11 0) 0 D 4-24 j 0 0 4 L6 Ld S 0 FoT) 0 0 0 01 S 0 0 0 r- 1`0 W - 00 00U0)cl 0120 30co 17100000007+00 1 0 VC i zo C)o 13 6 2 8+00 9+00 \_ i I F__ - -1 __ - 1- __ - 0 2 V_ __ 7b2 6 C140 L) r,T Ad00 foo VC i P__- 0 887. P/, A o0 - C 7 IryEX. 18ft 2-4-2 32 11 j 11WAj j lcPV) B TER 0 31 Z w) V) < 0 S le 0 n 0 2) 0 Z/. 0 T) D/ S 1 .1 T57<m 0 70, iPROP.1 2"WATER I - 144jqj4 m _U) V_G) 4 0 WY40tK* \,7?_&3 0 0 C) 1<003:0000 LAS BRISAS COURT m 1 4 j/ _ j 11 j ch 4 j j 0 F- PVcNviri , 0 U 0 m 00 * 04 0 14 n L0 0 r- F_ C kylodImIt000) UO YCIDInCo0Inr U, r,: 0 38 0390) 350U-) 0 4 0 0 o6 +In 1 F- 0 37 36 to4 _j 6 C-4 C5 (D 00 + U)z F_: Uj0, Ld D ITEJASCOURT8F- + 11 11 D V) Lj C) r, V) r- 3: 00 3:: 0) 3:: 0 crSEESHEETNO.2 20 34 NOTES: EX.FIBER o°16 Ill ,21 OPTIC CABLE Q> C) 01 1 4V l THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.12+33.91 ALTURA DRIVE= k1q,-_4ALTURADRIVVEtc 0+00.00 LAS BRISAS COURT x CAUTION! FIBER OPTIC CABLE LINESTREETCONSTRUCTIONNOTES:N 1_R_ DESCRIPTION of REVISION DATE APPROVED ZtK'DUE TO THE NATURE OF THIS FIBER OPTIC CABLE LINE, CONSTRUCT CURB AND GUTTER PER CITY STD NO. 104 A2-8 33 x NO REPAIRES OR SPLICES WILL BE ALLOWED AS A RESULT OF ANY DAMAGE TO THE LINE. C17Y of RANCHO CUCAM ONGA cL O CONSTRUCT 3" AC OVER 4" AB (MINIMUM)C)FULL REPLACEMENT OF THE ENTIRE FIBER OPTIC CABLE LINE CONSTRUCT CROSS GUTTER PER CITY STD. NO. 106-A WILL BE REQUIRED SHOULD ANY DAMAGE OCCUR AT NO TMCT NO. =27 w O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. NO. 103 EXPENSE TO THE C.C.W.D. m ADJUST WATER VALVE COVER TO GRADE 6' BLOCK WALL--__ 6' TO 17' w O CONSTRUCT ACCESS RAMP PER CITY STD. NO.102 INSTALL FIRE HYDRANT MARKER PER CITY STD. NO. 134 R/W STREET IMPROVEMENT PLAN 10, 0 OCONSTR CT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. NO. ALTURA DRIVE AND LAS BRISAS COURT m: 101 -A VW PER PLAN)INSTALL TEMPORARY BARRICADE PER CITY STD. N0.131 F32 a- CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. NO. INSTALL STREET TREE PER NOTES AND LEGEND ON ON SHT. 1 LOTTF Underground Service Alert @ 101 -C (W PER PLAN) CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 300 1%_ 2% 2%-20% APPROVED BY: DATE: CAU INSTALL STREET LIGHTS 5800 LUMEN HPSV W/6' MAST ARM 0 A 0- PROCITY ENGINEER RCE: 24953 TOLL FREE BY SCE, PAID FOR & COORDINATED BY THE DEVELOPER CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 12' 1/ w 7.5 DESIGN MADOLE sc (453OCIIITES, INC. RE/F.NDED 1-800 INSTALL R1 STOP SIGN W/LIMIT LINE & STOP LEGEND INSTALL TUBULAR STEEL FENCE PER CITY STD. NO. 608 2% -1ALTURARAM/MJG CONSULTING CIVIL ENGINEERS 4' Lu No. 62183 (, no m AND LAND PLANNERS2' TO w X422-4133 INSTALL STREET NAME SIGN PER CITY STD. NO. 401 -A & 401 -B HIGH RET. WALL Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 RANCHO CUCAMONGA. CA 91730 SHEET C14 909) Q48-1311 3TWOWORKINGDAYSBEFOREYOUDIGADJUSTMANHOLERIMTOGRADE8CURS & CIVI\_ MJGZCC OF_6_ SECTION "B-8" CAQ CHECKED RICE No 62183 DRAWING NO. CN 0 0 0 L r 0 0 C) j 0 r D 5 PV 00 r) 1142(l 00 0 iOO PVI EL: 40len7 Pao N.T.S. RAM/MJG 1836DATEFILENo PROJECT SHEET N0. _3__OF---- J:\685-1422\streets\St03.dwg, 08/14/2002 01:27:48 PA BENCHMARK NO. 148-B 12+09.21 BC 1 STANDARD BRASS DISK IN THE NW 1742.14 TC POR. 200' VCDROP-IN- 17.80 PVI EL, 1750.87)THE NE CORNER OF HIGHLAND CORNER OF 4' BY 8' DROP IN 17 80' 43.59'112.04' 0 C 42.56' 1 80' BOX FOR DRAINAGE CULVERT AT O.C.O.C.O.T. NOPZOUR11WEST90.00 V.C. NUE AND ETIWANDA AVENUE 66'0 AVE 11 VI 1749.76 I NORTH OF THE C/L OF HIGHLANDPEL: AND 24' EAST OF THE C/L OF OT V.C. v w c.pSVMH00 IWAN220O.0 I-- UV ET DA ELEVATION 1432 612 PVI EL:1730.92 PVI L:1746.77 flO Orn 0 2.73' O.C. o; '' o o rnU Ci C 4=10.68 Nan r-U MW) 0000 U 1 a0 c i y y• S- 0050rr QUjqt o+ InEXGRfltJittbN= N O'TOP OF O X.W ST URB V U v to N i r 0 PER€TR. 4382OVERCL a w- U F- L3 U m O U O) UWN ao rn h 0.0534 POR. 200 V I rn o co °' N tv TOP OF CL FS . PVI EL. 1750.67)V) N N t Osr 9 1 A N R6V1 I 302LCC PVI EL 1749.64 O.T. J W W 00 o - - LL-S=0.045 MN W 50.00' V.C. j cn w ca I 0)O CZ PVI EL:1730.72 81 J j w cv O o N Ln UO O)r- sfiOrnO(n O1.0 w _.-._ W CO r 10l. 40 110OG7cD MO I 0)M l OI V5699ao CO N Fes., N S=0.005 F c qt 1740ro l m°'N TOP OF EX. CL FS N O N j N i ao cn 0 t19 PERV TR 143 2 a) LL- p + m mN^ Q0) N J .--50.00 O N r- POR. 2001 o0 N PVI EL:1750.34 m rn o CO U r Vl EL: 1750.87)1 rn P N N J i Id-m O VD 1 RDf V0omn42• Q.C. vO N N r 1 8to 0 tD I 102,40r 50.00' V.C. : O m 'rn`T e O h J c/ U m - co( 50 Ui N et PVI EL:1730.92 h o1Io c° II oOJttUOUMrOw`U-) 0 N t0 r H1• ' M O) tiJ 2 2.09'O.C. o M 1 U ~ " S=C1.g05 L,/4=10.52' Ili 0 c° I t` 10 5t04 l u a, ,,1 i.t m rn c0 E- U O N y1 ._ : _to M .- a 1 N N N OTOP OF m r, r , r; m o+ R. 17 TR.143 5=0.045 W U PROFILE 1 I•IORR 1 40 TOP OF EAT CURBS N O 1 VERT 1'= 4' 10+00 11 +00 12+00 PLAN 1"= 40' 13+00 14+00 SCALE IN FEET SCALE: 1 " = 40' 0 40 80 120 160 6 6 9 N 23 44 >- 23 6 0 TEJAS COURT it a- oil 45 r I I SEE SHT. NO. 2m N 16 m o ``' 3 I,, Q N m 42 PROP. Q w 0 N w~ 7 I aqt o 3 zoN°8"WATER o r-w 2 M` r c) 0 O 10+35.55 ECR rn + 04 n d c° Q r m Q 8 W N oo On c0 0) c0 w U19w1729.79 TC 1 w 4 1 II p " I`°' ME 00 V V) 11 I A H- I J 4 °°I ri - + `O X C-4 cc 1749.21 Q Q NCA 7 .85 9 4 ' i 11+00 a o0 7.559 12+0o MOVC ro hrO JQ Fes-- H 0 r F 10+ PI=30 1 PROP Q 7 ST.LT. j 'Do, r Z .14+00 9+90.02 MADRE PLACE= o 'moi I I - 00 8"SEWE ( w k 10 r i 2 0.509 Y 15+00.16 TEJAS COURT o B N W U) 1 00/D 1.45 o F 00 W 00 43 C 1 10 C14 1 o O 'x`°• 13+36.13 EC 61 , 4 cc 1746Oil71TCR, 1749.55 TC 16 4 -_.. _ ___-s J Q 3 mo 0 m w 12 12+64.92 BC 4 P) N V Q v w 1746.43 TC m CURVE TABLE 1 12' 18' 18' 1 O 3 0 10 m m Q 1 14+43.88 CARMEL X m KNOLLS DRIVE CURVE RADIUS DELTA LENGTH TANGENT r` oo O + N X v 10 END IMPROVEMENTSrn W EX.FIBER OPTIC m w V 1743.48 TC 1A27.00' 90'40 30 42.73' 27.32' x 3 w N 2 C- 7 EC CABLE B 27.00' 89'19'30" 42.09' 26.68' O o ao 12+09.21 BC 1 I EX.18"WATER o 0 C 102.00' 10:00'00", 17.80; 8.92' TEJAS COURT 9 1742.14 TC O t7ni CL DWY. 6 D 27.00' 90 40 30 42.73 27.32' SEE SHT. NO. 2 6 7 6 w=16' E 58.00' 110.40'30' 112.04' 83.88' MATCH LINE- STA. 12+09.21 F 102.00' 09'59'60" 17.80' 8'92' MADRE PLACE SEE AT LEFT CARMEL KNOLLS DR. STREET CONSTRUCTION NOTES: DESCRIPTION of REVISION DATE APPROVED0CONSTRUCTATCHBASINPERCITYSTD. PLAN NO. 300C 1O CONSTRUCT CURB AND GUTTER PER CITY STD NO. 104 A2-8 21 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 O2 CONSTRUCT 3" AC OVER 4" AB (MINIMUM)CONSTRUCT CURBSIDE DRAIN OUTLET 4"x14" PARKWAY DRAIN) CITY of RANCHO C U CAM 0 N GA a- 3 CONSTRUCT CROSS GUTTER PER CITY STD. NO. 106-A PER CITY STD. NO. 107-A TRACT NO. 13527 w O4 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. NO. 103 2 O5 CONSTRUCT ACCESS RAMP PER CITY STD. NO.102 STREET IMPROVEMENT PLAN O6 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. NO. MADRE PLACE & CARMEL KNOLLS D R.NO.101-A (W PER PLAN) a O7 INSTALL STREET LIGHTS 5800 LUMEN HPSV W/6' MAST ARM Underground Service Alert BY SCE, PAID FOR & COORDINATED BY THE DEVELOPER W/6' MAST ARM APPROVED BY:T DATE: - CALL INSTALL R1 STOP SIGN W/LIMIT LINE & STOP LEGEND CITY ENGINEER t Q RCE: 4953 TOLL FREE 90 INSTALL STREET NAME SIGN PER CITY STD. NO. 401 -A & 401 -B 1\ 11 DESIGN RE DED W RAM/MJG MADOLE & SSOCIATES, INC. C SN 1-800 10 ADJUST MANHOLE RIM TO GRADE CONSULTING CIVIL ENGINEERS U nNo. 62183 N X AND LAND PLANNERS 422-4133 Ex 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 N11ADJUSTWATERVALVECOVERTOGRADEP' RANCHO( gCOU) 9ONG,, 3CA 91730 SHEET TWO WORKING DAYS BEFORE YOU DIG INSTALL FIRE HYDRANT MARKER PER CITY STD. NO.134 s- f C1 v%V ` P MJG 4 OF 6 F CAL FO CHECKED RCE No 62183CECED DRAWING N0. 16 INSTALL STREET TREE PER NOTES AND LEGEND ON ON SHT. 1 RAM/MJGDATE 7• 1` 2- FILE No 1836 PROJECT SHEET N0. ___OF____