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HomeMy WebLinkAbout2519GENERAL NOTES S R ET PRIVATE ENGINEERS NOTICE TO 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND COWRACTOR B THE STANDARD SPECIFICATIONS FOR PU: LIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED PY A Q�'ADnW M_7 AVAII AM[ E7 Dr7f�nDnQ -M -rUE7 MCCT nt!' n"D rRIMILIAM VVIIH IANU Z)HALL tit Nlt,��UN�)1011_r_ rUK AUMLKLNUlt E TO THESE STANDARDS AND SPECIFICATIONS. KNOWLEDGE THERE AR: NO EXISTING UTILITIES EXCEPT AS CITY OF RANCHO CU SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE 2. ALL PIPELINES OR SUBSTRUCTURES Or ANY KIND, TELEPHONE All A OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT l: "- I 11100 N ETC. SHOWN OR NOT SHOWN, ON THESE PLANS WITHII THE SHOWN ON THESE PLANS, E V. C. RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE "CONSTRUCTION LOCATION OF TEMPORARY IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK BENCHMARK - SCRIBED : : REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT ON TOP OF CURB AT NO COST TO THE CITY OF RANCHO CUCAMONGA. THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A 12.3' EAST OF CURB ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE SAFE WORK PLACE TO WORK AND THE PUBLIC IS PROTECTED. ANGLE POINT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY ELEVATION 1425-22 FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY WITH THE "OCCUPATIONAL SAFETY AND HEALTH R: GULATIONS" E 101 mill RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS ST. LT. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, "CONSTRUCTION CA TCH BASIN WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL icm PLANS. N THE CIVIL ENGII EER SHALL NOT BE RESPONSIBLE IN ANY WAY nhl 11111mo 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE 14 EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" 12 EA r':H:('AkA::r)klr--A alimi ir, MinDVQ Fkinimp"irpimn np7PAPTUP'NIT Q:pinP INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 2 EA H 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT S: ALL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR AGRONOMIC SOILS REPORT SHALL BE FURNISHED To DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR E CONTENT AND GRADATION OF ASPHALT PAVING. NUTRIENT DEFICI: NCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 9. PRIOR TO INSTALLAT11ON OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R -VALUE, ACCEPTANCE BY THE ENGINEERING SERVICES SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DEPARTMENT 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE 4. STREET TREES ARE TO BE PLANTED PIER PUBLIC AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL IMPROVEMENT PLANS ONLY. SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL B WHICH CONSISTS OF A ROCKY MATERIAL, THE SU: -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUIB-GRADE AND ALL VOIDS OR D E PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL N OF A QUALITY BETTER THA THE NATIVE MATERIAL. Ur 1r1r_ U.Z3. Ur-rAMIMUNI Ur INUU:�)IKIAL RELAIIONS E V. C. TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY "CONSTRUCTION FLOWLINE ELEV OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. STREET NAME N L A E TA ICA N M C GMMION NAME I CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE POINT OF INTERSECTION 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS U. 0. C. ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, END CURVE POINTS, EDGE OF PAVEMENT POI: TS WITHIN 0.0,1 FOOT OF INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CL SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 101 mill INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED By LIMITED TO NORMAL WORKING HOURS; AND THAT THE ST. LT. CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CA TCH BASIN AREAS. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL icm _111 IBM, go LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS nhl 11111mo 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY PROJECT, EXCEPTING FOR FOR THE LIABILITY ARISING FROM 14 EA LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 12 EA PRIOR TO PAVING. INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 2 EA 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH CONS71UCT CURBSIDE DRAIN OUTLET -MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-8 1 EA BACKFILL, COMPACTING ORIGINAL GROUND AND ALL CONSTRUCTION NOTES FOR STREET 2 EA SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE TREES - COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY NGINEER FOR APPROVAL PRIOR TO THE, PLACEMENT OF BASE E I 1. ALL STREET TREES ARE TO BE PLANTED IN UATC-DIAI C AKIM /nD q ipp7Ar-wr-_ Ar1r1nDr-%Ahl UATU r11TV CTAMT'�Ao rl H 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT S: ALL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR AGRONOMIC SOILS REPORT SHALL BE FURNISHED To DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR E CONTENT AND GRADATION OF ASPHALT PAVING. NUTRIENT DEFICI: NCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 9. PRIOR TO INSTALLAT11ON OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R -VALUE, ACCEPTANCE BY THE ENGINEERING SERVICES SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DEPARTMENT 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE 4. STREET TREES ARE TO BE PLANTED PIER PUBLIC AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL IMPROVEMENT PLANS ONLY. SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL B WHICH CONSISTS OF A ROCKY MATERIAL, THE SU: -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUIB-GRADE AND ALL VOIDS OR D E PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL N OF A QUALITY BETTER THA THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRAD:E, EXISTING SURVEY MOMUMENTATION A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE LL I HEREBY CERTIFY THAT I HAVE IDEN11FIED A SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL DESCRIBED, AS FOLLOWS: PAVEMENT WIDTH PRIOR TO PAVING. FOUND MAG NAIL LOCATED AT THE INTERSECTION OF CENTERLINES OF COPLEY DRIVE AND SANDTON PLACE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOUND MAG NAIL LOCATED AT THE INTERSEC11ON OF CENTERLINES OFISANDTON FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR PLACE AND WILSHIRE DRIVE SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION E QUANTITIl S BEFORE SUBMITTING A BID, ANY ITEM OF WORK DATE. REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED JOHN C. BENTLEY, RLS. NO. 72 IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEM'S OF WORK. 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD R/W R/W NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER LOT 1 LOT 2 LOT 3 'p'0PLEY DR LOT 8 LOT 9 111!71 �,� i Flilillill I il 11 fiAN mill Al in T C. TOP OFCURB E V. C. END VERTICAL CURVE F. L. FLOWLINE ELEV FS STREET NAME N L A E TA ICA N M C GMMION NAME I P.I. POINT OF INTERSECTION G. B. GRADE BREAK U. 0. C. MIDDLE OF CURVE EC. END CURVE N. T, S, IVOT TO SCALE CL CENTERLINE PL 101 mill R= RATE OF GRADE ST. LT. STREET LIGHT C B. CA TCH BASIN DWY DRIVE WA Y 11111 1111_1 _111 IBM, go n /� 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRAD:E, EXISTING SURVEY MOMUMENTATION A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE LL I HEREBY CERTIFY THAT I HAVE IDEN11FIED A SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL DESCRIBED, AS FOLLOWS: PAVEMENT WIDTH PRIOR TO PAVING. FOUND MAG NAIL LOCATED AT THE INTERSECTION OF CENTERLINES OF COPLEY DRIVE AND SANDTON PLACE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOUND MAG NAIL LOCATED AT THE INTERSEC11ON OF CENTERLINES OFISANDTON FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR PLACE AND WILSHIRE DRIVE SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION E QUANTITIl S BEFORE SUBMITTING A BID, ANY ITEM OF WORK DATE. REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED JOHN C. BENTLEY, RLS. NO. 72 IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEM'S OF WORK. 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD R/W R/W NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER LOT 1 LOT 2 LOT 3 'p'0PLEY DR LOT 8 LOT 9 111!71 �,� i Flilillill I il 11 fiAN mill Al in T C. TOP OFCURB E V. C. END VERTICAL CURVE F. L. FLOWLINE ELEV FS FINISHED SURFA CE B.C. BEGIN CURVE P.I. POINT OF INTERSECTION G. B. GRADE BREAK U. 0. C. MIDDLE OF CURVE EC. END CURVE N. T, S, IVOT TO SCALE CL CENTERLINE PL PROPERTY LINE R= RATE OF GRADE ST. LT. STREET LIGHT C B. CA TCH BASIN DWY DRIVE WA Y I/ �- Ur-0-ritAlf .11110%117' n /� nhl 11111mo W, gift -1 L �SIS Of BEARINGS ARE BASED ON THE SOUTH 1_11i SECTION 27 BEING N89"32"19"E PER CALTRANS _7HT OF WAY MAP NCO. 67018-01 DATED APRIL 1, 94. SOIL ENGINEER CITY & COUN7Y SOIL ENGINEERING AND TESTING ZEN S. BHATIA R.C.E. f,36150 2324 S. VINE -YARD AVE. SUITE B ONTARIO, CA 91751-7775 909-930-5868 _oli` DEVELOPER SHAREEF AWAD DIAR, LLC 998 S. TEAKWOOD AVE. BLOOMINGTON, CA 92316 BANYAN BUIGnMARA RAS ER OF SET 2.5 " R 8 DIS X NORTHWEST COR: NORTHERLY CATCH BASIN AT THE NORTHWEST CORNER OF EAST AVENUE BANYAN 35+ NORTH OF THE BGR ON THE WEST SIDE OF EAST AVENUE STAMPED :RANCHO CUCAMONGA BENCHIMAZIK 10089A Up INDEX SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEE7; NOTES, QUANTITIES & INDEX MAP 2 PLAN AND PROFILE t ITEM DESCRIPTION QTY ITEM DESCRIPTION QTY (D CONSTRUCT 3" A -C, OVER 4" A.B. 31,684 SF B. V. C. E. V R. REMOVE EXISTING METAL W -BEAM BARRICADE 2 EA WA TER METER MANHOLE CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RAN-CHO CUCAMONGA STD. PLAN 104 1,980 LF @ JOIN EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1 2 EA CONTACT ALL UTILITY CGMIPANIES AS REQUIRED, 2 DAYS PRIOR TO CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 7,887 SF a REMOVE AND REPLACE APHALT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 120 196 SF (D INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD. PLA 501 AND NOTES ON SHEET 1 N 34 EA @ REMOVE AND REPLACE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 1:03 100 SF (D INSTALL ­ 39W LED STREET LIGHT 7 EA R/W INSTALL COBBLE STONE HARDSCAPE AT PARKWAY PER STD. PLAN 542 CASE 1 3,390 SF CONSTRUCT DRIVE APPROACH TYPE R-1 PER CITY OF RANCHO CUCAMONGA STD, PLAN 101 14 EA CONSTRUCT PARKWAY DRAIN PER 2012 AASHTO E GRE N BOOK STD. PLAN 151-2 12 EA INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 2 EA CONS71UCT CURBSIDE DRAIN OUTLET -MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-8 1 EA INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-A AND 401-B 2 EA H U (12') (12') RANG 0 CUCAMONGA MUNICIPAL UTILITY (RCMI (9Gg) 919-2612 �_ I - (4') (7.5") _r f . `j 10 j I P*PnU PPqP0Mq1A11 ITY PnP TPF .50') ---A CORRECTION OF ERROR AND 0.50' 0.50, 0 1 1 OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST .1.7% 1.7% THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY PMA R MKW ANY E E L SIDEWALK SUBMITTED TO TH: CITY ENGIN: ER FOR APPROVAL. SIDEWALK 16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, STREET A COBBLE CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 10 = i Ov CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF T.I. 5.0 ; R=74 THE INSPECTOR. 17, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. L_ —I 4 7.5' 0. 50' �— & 11 * P K AR: WAY EX. SIDEWALK m GOLD PLANE AND JOIN DETAIL NO SCALE IN (7.5') (4') (0.50� SOUTHERN CALIFORNIA GAS - RESIDENTIAL (80:0) 427-2200 WATER AND SEWER: EX. SIDEWALKJ CUCAMONGA VALLEY WATER DISTRICT (CVWD) (9G9) 987-2591 DRIVE LE: 1 10' CABLE TV T.J. 5.0 60' CHARTER COMIMUNI CATION'S (866) 499-8080 12 30' FRONTIER COMMUNICATIONS (877) 908-1288 18' 12' REFUSE BUR::RT:EC DISPOSAL (909) 987-3717 7.5 4 I-_ 0.50, y --/- PROP. - SID EWALK I, I I ;�4TREET IMPROVEMENT PLANS TRACT No. 19917 T'ITL E. SHEET OW 2019 � 00-1 ZS APPROVED BY - CITY EN'GINEE2 RCE: 67514 DomG NO. 2 I_ 519 B.C.R. BEGIN CURB RETURN FIRE HYDRANT - B. V. C. E. V R. BEGIN VERTICAL CURVE END CURB RETURN 0 WA TER METER MANHOLE UTILITY CONTACTS. -- 15 STREET TREE STREET LIGHT CONTACT ALL UTILITY CGMIPANIES AS REQUIRED, 2 DAYS PRIOR TO EXCAVATION. ELECTRICITY AND GAS: R/w (60) R/W (30') (30') ELECTRICITY SOUTHERN CALIl ORNIA EDISON (800) 655-4555 F H U (12') (12') RANG 0 CUCAMONGA MUNICIPAL UTILITY (RCMI (9Gg) 919-2612 �_ I - (4') (7.5") _r f . `j 10 j I P*PnU PPqP0Mq1A11 ITY PnP TPF .50') ---A CORRECTION OF ERROR AND 0.50' 0.50, 0 1 1 OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST .1.7% 1.7% THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY PMA R MKW ANY E E L SIDEWALK SUBMITTED TO TH: CITY ENGIN: ER FOR APPROVAL. SIDEWALK 16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, STREET A COBBLE CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 10 = i Ov CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF T.I. 5.0 ; R=74 THE INSPECTOR. 17, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. L_ —I 4 7.5' 0. 50' �— & 11 * P K AR: WAY EX. SIDEWALK m GOLD PLANE AND JOIN DETAIL NO SCALE IN (7.5') (4') (0.50� SOUTHERN CALIFORNIA GAS - RESIDENTIAL (80:0) 427-2200 WATER AND SEWER: EX. SIDEWALKJ CUCAMONGA VALLEY WATER DISTRICT (CVWD) (9G9) 987-2591 DRIVE LE: 1 10' CABLE TV T.J. 5.0 60' CHARTER COMIMUNI CATION'S (866) 499-8080 12 30' FRONTIER COMMUNICATIONS (877) 908-1288 18' 12' REFUSE BUR::RT:EC DISPOSAL (909) 987-3717 7.5 4 I-_ 0.50, y --/- PROP. - SID EWALK I, I I ;�4TREET IMPROVEMENT PLANS TRACT No. 19917 T'ITL E. SHEET OW 2019 � 00-1 ZS APPROVED BY - CITY EN'GINEE2 RCE: 67514 DomG NO. 2 I_ 519 Lr --50' VC. -55. -'1 �.-EL=1410.54L- C) _LF:;5-0- V.C- L- 05' q Lo C) >: >; C) P.I,-EL=1408.25!' e6 jc��? Li + caw C! cn 141 1 5 C14 Lip Cj % L 50' U. + + to L) Of ci� (D! C14 U C) C5 C) m A, 41141 00 C> C) to to C14 to co MI 13i L) U') ro Ln Cn co EXISTING w4u-i 6'1 10 C), ri, 1 4T + O ,cd CD GRADE TEr rca+ C) CD I.P3 i U -i CC q-- EN '5? 6 1410 ri C + czj� . + Uj PROFILE ri� + 5 00 18, POINT EXISTING GRADE 172.27% WLY PROFILE (R-- ().61% 1405 TOP OF 6" CURB18'1405 PROPOSED CATCH N'LY PROFILE BASIN U- L= EXISTING L 10. 51 GRADE 0 CL 1415 L=83.36' Ln wtn LO L=50i Vt. C) IL -0- Lo cil� Lp C3 r- C� 150 VC + + ---------- U tn C14 pi ii)5.9tF' LL- C14 LLj m (f) (n tr) on LL- L- to cni, LL- L 01 ad 00 + 0-4 L6 C --j C-� 00 1 to Do CENTERLINE ca L'j 1410 1. 1 Cip " 00 1410 00 4- s. + C3 ca PROFILE + CD C� w r- �4- CO CD �0 r- r-- -04 N r Cl% + + 00 -&, L-1 IDENTICAL g'N T (R= 0.807. 2.27% 1.90% L=111.67'. 0. C. L=50!' V,C' 1405 G CENTERLINE -EL-1410x5_i4L) EXISTIN 11.00 GRADE W CL PROFILE L-50'IV.C. L=50' V.C. L=W V.C. P. -I E - L=1408 14081190" P.I.-FL=409.10" US CD Cp% .25' b 50' P.I.-EL= C) C) W '--to - C) C'4 C-3 C� + C5 + w Lj cn CN LIJ !q CD cc Llj cci -ILD co cn C-4 i 1 9 00 Lo 00 go C� U-) ;i C4epi ICY) 4 - + -'ri C> [no 06 co: C) od 7 m 'n r : F C) m 0!�! co CID CD 114 U�' to 1410 CD Cd co r-- ri w TOP OF 6" CURB 18' + 77�' Ics 0.50 2.GO% ca -i 00 -08:92 % CN ELY : PROFILE EXISTING GRADE 18, 1.90% IDENTICAL 4 01 TOP OF 6" CURB 18' POINT ELY PROFILE 0% 1405 EXISTING GRADE 19, CATCH SLY PROFILE 1405, SLY PROFILE� BASIN 26+00 27+00 28+00 29!+00 1+010 2+01: 3+00 IG HIT SEE RIC SEE LEFT '4 JOIN EXISTING STREET IMPROVEMENTS IR/W PER DWG. NO. 2356 e"� /w 6 6 6 (TRACT NO. 18122) S45" 02' 46"W -cry co C.iiiiii >,-:I I i I . STA 26+85.00 C cp + S45' 02' 46"W 32.56' fma71 y- L, i - I < /LAN DATUM C" X 32.56' r- 1408,10 140 .62 FL -m /w 7 6 7 01: >: + rij Uj Cp 3:: w 3:: 6 -T- r- U-) m :+ 411) 51 Tc DE 0 1kic. TPL PER WG (TRA 'T N 0'0'8 C ST 6+85-00 -0 A 2 3 + C14 PER DING. NO 2356 DATUis 14G5.62 TC 405.12 FI- 00 2 Ill 53' 42"W Cil j 14 R /W - JOIN EXISTING CURB & GUTTER- ID✓4444 . 4444 0' 00' 4-6"E 327.45' --k \-Q4 K&. ------ 41 1408.31 W 114099.6 C 29 0 i122� 29 8 -Ti �00 / , , I g!� -\ �A-4-00 1:0 - - / n14 J INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD, PLAN 501 AND NOTES ON SHEET 1 INSTALL 39W LED STREET LIGHT PER SEPARATE PLAN CONSTRUCT DRIVE APPROACH TYPE R-1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 SCALE 1 40' INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-A AND 401-B REMOVE EXISTING METAL W -BEAM BARRICADE JOIN EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1 11 REMOVE AND REPLACE APHALT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 120 VV4VVVVVVVVNAAAN~ REMOVE AND REPLACE SIDEWALK PER CITY OF,RANCHO CUCAMONGA STD. PLAN 103 DIALTWO WORKING R �6 1d9 FF -r) DAYS BEFOI E (1-3) INSTALL COBBLE STONE HA:RDSCAPE AT PARKWAY PER STD. PLAN 542 CASE 1 1409.10 FL 2 3+00 326.89' ... ..... . .. . L 1409.6326. 409 GO TC cl, WAIN PLACE �00' 00' 46 mou `4n La ;zSOO00 46"E R 1W U-3 ia + Lj 40 5 Curve Table CURVE LENGTH "'�COPLEY DRNE 1408.31 TC I C1 111.67 71.00 0910'07'04" 71.15' C2 83.36 81w 090*07'04" 53.11' C3 55.05 35.00 I �A�]C 6A 35.07' C4 54.91 -D V 11 QF -- ell 34.93' i-247 83.14 53.00 0 52.89' C6 111.38 71.00 089'52'56" 70.85' C7 .98' 83.00 �-Lj :< LAJ T 1405.12 FL 1405, 62 C I 83.0-0 -,-j C4 14 C-) N. C,:) LLI 1% r PER DWG. NO �356 DAT C3 �_Z , 6 'tF 14 Go JOIN EXISTING CURB & CUTTER c�' 3: + C6 LO + ++ '00 m --i C14 En 3= w n >: 00 C=) + 0) + Ch + + m ki f:1 C:1 10 C141 - M r� C C-4 (D 8 C6 00 04 Cj -) Ill CONSTRUCTION NOTES: CONSTRUCT 3" A.C. OVER 4" A.B. CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 n3 CONSTRUCT 4' THICK CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD, PLAN 501 AND NOTES ON SHEET 1 INSTALL 39W LED STREET LIGHT PER SEPARATE PLAN CONSTRUCT DRIVE APPROACH TYPE R-1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 SCALE 1 40' INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-A AND 401-B REMOVE EXISTING METAL W -BEAM BARRICADE JOIN EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1 11 REMOVE AND REPLACE APHALT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 120 VV4VVVVVVVVNAAAN~ REMOVE AND REPLACE SIDEWALK PER CITY OF,RANCHO CUCAMONGA STD. PLAN 103 DIALTWO WORKING R �6 1d9 FF -r) DAYS BEFOI E (1-3) INSTALL COBBLE STONE HA:RDSCAPE AT PARKWAY PER STD. PLAN 542 CASE 1 1409.10 FL 2 3+00 326.89' ... ..... . .. . L 1409.6326. 409 GO TC cl, WAIN PLACE �00' 00' 46 mou `4n La ;zSOO00 46"E R 1W U-3 ia + Lj 40 5 Curve Table CURVE LENGTH : S RADIUS DELTA TANGENT C1 111.67 71.00 0910'07'04" 71.15' C2 83.36 53-00 090*07'04" 53.11' C3 55.05 35.00 090'07'04" 35.07' C4 54.91 35.00 089'52'56" 34.93' C5 83.14 53.00 089°52g 56" 52.89' C6 111.38 71.00 089'52'56" 70.85' C7 130.55 83.00 0:90'07'0,4" 83.17 C8 130-21 83.0-0 08952'56" 82.83' YOU I% YOU DIG - (14) CONSTRUCT PARKWAY DRAIN PER 2012 AASHTO GREEN BOOK STD. PLAN 151-2 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY 1 CONSTRUCT CURBSIDE DRAIN OUTLET -MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-B UNDERGROUND SERVICE ALERT IRE", 6 .. . ........... . . -41 ED R/W 5 r- ry C) Lq j + IN >: Lo S44* 57'-113"E 32.49' 6 PLA: DATUM'. + 4 '�A �� �2 11cra 420,56 TCZ1 4210.15 FL) + 141&02 TC 1417.52 F ro ?- w I C) S89" 53' 42"E •PER DWG. NO 2356 DATUM R 1- BENCHMARK �2 S13 53' 42"E 5+00 6 WLSHIR DRIVE S'w --- N\-( �3 S89' 53' 42bE 482 IP scale 1'l 40' T- U> m 121 2 < S, I I I ...:_____ .-.. ___-_. ___. .*���� ,:M__ _......a. 4,444.._. - C -D J + w ri *ELECTRIC CONDUIT TO BE PLACED IN PARKWAY. ANY TREES REMOVED OR LLJ -DAMAGED DURING CONSTRUCTION WILL BE REPLACED IN KIND z - A < 0 -S7 z < rn 18' 0 PROSCALES HORIZFILE . 1"=40' VERT. 1"=4' 6 3 P r >: 4 , :a ca r m II L APPROVED BY: Di CITY ENGINEER PLAN PREPME�" RMOMMENDED 1ma 4141 E. [hiand lBlvd, SU66250 SHEET Ontario Caftriftla 917M 2 oF 2 DRMINO NO. 'DATE FILE NO 2519 PER L)WO 2356 D G, NA Lq CD 13 cn < JOIN EXISTING CURB & GUTTER C! n JOIN EXISTING STREET IMPROVEMENTS + F5 -j STA. 3+85.10 WILSHIRE AVENUE 40 80 vil, PER DWG. NO. 2356 (TRACT NO. 18122) scale 1'l 40' T- U> m 121 2 < S, I I I ...:_____ .-.. ___-_. ___. .*���� ,:M__ _......a. 4,444.._. - C -D J + w ri *ELECTRIC CONDUIT TO BE PLACED IN PARKWAY. ANY TREES REMOVED OR LLJ -DAMAGED DURING CONSTRUCTION WILL BE REPLACED IN KIND z - A < 0 -S7 z < rn 18' 0 PROSCALES HORIZFILE . 1"=40' VERT. 1"=4' 6 3 P r >: 4 , :a ca r m II L APPROVED BY: Di CITY ENGINEER PLAN PREPME�" RMOMMENDED 1ma 4141 E. [hiand lBlvd, SU66250 SHEET Ontario Caftriftla 917M 2 oF 2 DRMINO NO. 'DATE FILE NO 2519