HomeMy WebLinkAbout1523 ARROW ROUTE
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STREET GENERAL NOTESVILLAdelN. ORTEVILLAGE a McKINLEY ST. Q CONDOR RD
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY
OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS > > RANCHO 26th ST.
FOR PUBLIC WORKS CONSTRUCTION, 10194 EDITIOW, Q N a
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE Z a Q
CUCAMONGA
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. JERSEY BLVD. oz MIDDLE
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWERSTREET IMPROVEMENT PLA__ s 0 Z
POLES WATER METERS VALVES FIRE HYDRANTS ETC. SHOWN OR NOT J R O Q SCHOOL 25th ST.
�
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMBS OR IN ADJACENT Q
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AR
- D.
EAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
m FERON BL V
RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO OLD 24th ST.
THE CITY OF RANCHO CUCAMONGA. TOWN
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY a MAIN STREET PARK
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
A.T. do S.F.' RAILROAD
PLANS.
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 7th STREET No
WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE ENGINEER. PAVING STAKES SHALL
BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT W
OF SUB-GRADE ELEVATION, AND AT NO MORE THAN 50 FOOT INTERVALS.
2
ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS 6th STREET
NEEDED AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, VICINITY MAP
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SMALL BE PERFORMED.
A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO
THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
MATERIALS AND/OR SURFACING.
NOT TO SCALE
S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO
THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE
SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS 321 33I
COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF
AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT C O N S T R U C T I O N NOTES AND QUANTITIES
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). Q
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSIST OF
A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL I ( l l I Q la! CONSTRUCT 8" CURB i 24" GUTTER PER R.C. STD. 104 A2-8 204 L.F.
ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS l9 13 t3 20
SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE o sE vacA o) 0 8E 102 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER R.C. STD. 1420 S.F.
NATIVE MATERIAL. �j4Ca-reo) 101-C OVER 8" CLASS 11 AGG. BASE,SEE PLAN FOR W AND R.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON THE SUB-GRADE. A SOILS d
STERILANT REGISTERED BY THE EPA FOR USE UNDER A.0 AND P.C.C. SHALL BE Q `J `c"t 103 SAW-CUT AND REMOVE EXISTING ASPHALTIC CONCRETE 1030 S.F.
UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL (�4) I 3 / SAW-CUT AND REMOVE EXISTING P.C.C. SIDEWALK �0 S.F.
PAVEMENT WIDTH PRIOR TO PAVING. ,hA 11.50 l 11.50 )p
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE RELOCATE STREET LIGHT YEA.
OF THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF p
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK , X21 • i ``r RELOCATE POWER POLE AND GUY IEA.
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
WORK. ►� s. !0 ADJUST SEWER MANHOLE TO GRADE I EA.
14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITYI09 INSTALL 3" A.C. OVER 4" AGG. BASE _.,SZO S.F.
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION.
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 109 REMOVE EXISTING BARRICADE. 36 L.F.
TO THE CITY ENGINEER FOR APPROVAL
15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, AND HAZARD N Ib REMOVE AND RECONSTRUCT DRIVEWAY PER R.C. STD. 101-A 100 S.F.
FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON h IFFMAIPI►..tc FbeTIDW OF ZAM1f%1-JA AV>< 2 EA.
REQUEST OF THE INSPECTOR. W 8/vv �ADJACC"T To PI6I'as6D ALLEY 111 REMOVE EXISTING TREE.
16. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND ALL AFFECTED UTILITY 5144LL BE CLEARED 4 FlNl5" .41zADED 11,7 INSTALL 2"x4" REDWOOD HEADER 395 L.F.
COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION.
ll3 CONSTRUCT LOCAL DEPRESSION PER R.C. STD. 307, CASE B. 120 S.F.
AUEY JSjFZT/OA.1 (Net to ScAl-0 R_CONSTRUCT CATCH BASIN PER R.C. STD. 300. 1 EA.
17. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL k _ _ __ _ pADJUST STORM DRAIN MANHOLE TO GRADE. IEA.
NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY ll(o CONSTRUCT 4' THICK P.C.C. SIDEWALK PLR R.G. M. Dldt4. 1&84 S.F.
HAVE BEEN INSTALLED, INCLUDING ALL ON-SITE GRADING HAS BEEN COMPLETED. F��O� $QV`E vaR �
IJo. 103 �SE*r VLAM F02 Wi0_110).
AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED STREET TREE INSTALLATION NOTES AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. (f7 INSTALL 18" R.C.P. LATERAL AND JOIN EXISTING MANHOLE 31 LF.
35 OO 3001 ( SEE DETAIL, SHEET 2 OF 2 L
NOTE: UNDERGROUND ALERT CONTACTS; I ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLAN @I--SAW-CUT AND REMOVE INTERFERING PORTIONS OF EXISTING /f0«
GENERAL TELEPHONE NO. 510. I� RELOCATE S'>•11?EET' LIGHT. CURB i GUTTER.
2 ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STD REIACATE ST>z T
l I I 1 N MMOVE& E XI
SO. C/WFORNIA EDISON PLANS NOS. 502 AND 505 AS PROXIMITY TO HARDSCAPE DICTATES. ur MOV Q 13.00 l7.*�0 l'T•� 8.00 N REPLA�C EXIST. 119 CONSTRUCT P.C.C. COLLAR PER R.C. STD. DWG. 329 1D-17501.
�w IZE E _ �-
Y
3 PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT � SIDEWALK(W L Df;'IVEDIt11Y).
S0. CALIFORNIA GAS COMPANY '�' � ' I EA.
SHALL BE FUNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR REPLACE DIST IIS I 2 OOI�ILI. 1z0 CONSTRUCT TIMBER BULKHEAD TO THE SATISFACTION OF THE
CABLE COMPANIES NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED SIDEWALK (E'LYVM . CITY OF RANCHO CUCAMONGA INSPECTOR (TEMPORARY).
GC.W.D BY THE CITY INSPECTOR. ONLY
4 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ) 121 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID 4 EA.
ENGINEERING DIVISION PRIOR TO AND AFTER STREET TREE INSTALLATION Z.
FOR AND COORDINATED BY GENERAL CONTRACTOR.
5 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CONSTRUCT LIMITED ACCESS CURB PER R.C. STD. DWG. No. 105-C. l5 L.F:.
eb, fwOT col-JTROL. BaRRIF-Rs AWE ►JOT REQUIRED. C -
' IGS ADZ - ' ? � -: • " . .
ty3 INSTALL R-26 SIGN ON POST OR LIGHT STANDARD AS NOTED
STREETTREE LEGEND _ -- ON PLAN.<,Nsrauslr oA) sy4uz ce�FOeM m aw-s"us'swonore, r mdn E) b EA.
QCF'.' c.Jr L2� INSTALL STREET TREES PER STREET TREE INSTALLATION NOTES
SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE tri AND LEGEND HEREON. Z3 �A•
IZ 53.5z
boo
FERON BLVD. PYRUS CALLERYANA 22 20' 0.C. 15 GAL. � �
CONSTRUCT 36"• R.C.P. ID-17501. L.F.
BRADFORD/BRADFORD
PEAR Ql; `f' D, Allo CONSTRUCT M.H. No. I PER R.C. STD. DWG. No. 318. 1 �-
001'--0U5T9aCT ICII55OU 4UTTEQ. PE¢ VETAIL(S), SNE1rT 5 10 54.FT.
Alag COLIMUCT Gil wvs OWL-f ?a ft.r±. SIO. 10¢, A I-D. ISD L..r-.
BENCH MARK No. 111-A �l
��-60QSTWCT NMP PIKE
ALIVICA� 9AV-C. STD. %O2. IEA.
NORTHWEST CORNER OF WEST W INGWALL AT
NORTHEAST CORNER 8th ST. i HERMOSA IOZ Pit I v E w A Y D E T A I L F I- AZO W 0 O U L E VA K V (M)
-- - -- - -
FOUNDCONCRETE NAIL IN CHISELED
SQUARE 23' NORTH OF CENTERLINE 8Th ST., - L
12' EAST OF CENTERLINE HERMOSA AVE.,
44.5' SOUTH OF SOUTH RAIL OF MAIN LINE
TRACKS AND 2' BELOW TRACKS.
ELEVATION = 1110.057 -34'
3
,�Q, R= 38.oo' 7.00' �` Zz' � 5.50'
I
1'7 !8 /S !7 N MAIILI St �� 0.50 '
P1- DESCRIPTION OF REVISION DATE AMO
R�,D1us VED
NOTICE TO CONTRACTOR Ar �.� &.s /0.s0jOk
I o
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN I m ZI 400' CITY OF RANCHO CUCAMONGA
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO MI>J
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW
LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE IDI �i 118 104 VILLAS del NORTE VILLAGE
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. _ Mcg Z 3"Up
`` F7- 58�MAk
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS akrf� � .. 11 �- � ,
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND �` _'� //� T-a r \\ �
I: „ _ , TITLE SHEET
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE r- TY'rr • %�` ;�)��
'OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE / I08 1�N//r1 �1// ���(/
STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. �i� I rob 103 e a o �II�//T������� y 1� Ii1fj�
THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCON- $XISt Imp90VEMEt�I'f5 I I /����i%1 illr IOZ STREET IMPROVEMENT PLANS
TRACTORS' COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFM REGULATIONS' OF THE U.S. CTY>P "�'����""�� APPROVED 8 Y: DAT E/d
DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' E`°� ,.y f _ -
*CONSTRUCTION SAFETY ORDERS'. rr - 6/ =A CITY ENG I NEE R.C.E. 24 953
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB TYPICAL SECTIOQ off' MAID! ST. IYPIGaL SWTIOtj MAIW S-r BULB SI:c.TiOry ® � � ` `° ' D&SIGN _DERBISH, TJ `I RA EC- ASSOCIATES RECOMMENDED
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL - - ° .5 3 v V- �` DGA � ENGINEERS �� �
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED nt.s t K 8331 MICA AVENUE Slim 150
IJAW TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DRAWN RANCHO CUCAMONGA, CAUTORNIA 91730 SITYKf
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN (909)967-4308
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARIS- �� VI �� ,,� DGA 1 OF 2
ING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. >t. :c4�
CHYCYJ'D
DAREL E. G IR;RA `� DRAWING No.
3-3 -
1 95
CITY 1
x.ca �. z9zz4 . IJate nc� t4
PROJECT SHEET No. - OF
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To 11MITED AaE55 ctliva ./.ee17rzantsiT1e►1 To 8� C�c�. HORIZ. I" - 40' I
I560 LIMITED ACCESS 6i1R8
VERT. I" it 4'
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1 1 GG� x SrA. 17♦ZL50 STA. 1-1 +4&3.5o 121 ti
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"'-� Curb Curve Data Constructlon Notes
IN S /TT. b I� I a7 09y fI,
109 G 8� M.O.G. .....Y
9 C A✓-7 113 11 O Q= 266'53'34" 0/ CONSTRUCT 8" CURB ` 24" GUTTER PER R.C. STD. 104 A2-8 I —SAW-CUT 6 REMOVE INTERFERING PORT/ONS OF
EXISTING CURBS GUTTER.
r36.00'
R /ol CONSTRUCT DRI VE APPROACH AND SIDEWALK PER R.C. STD.
L = /77.0/ � 5 F. ' CITY
Pe��ratF sTorm C>01 �r /0/-C OVER 8 CLASS // AGC. BASE, SEE PLAN FOR W ,t- CONSTRUCT P.C.C. COLAR PER R.C. STD. DWG. 329 /D- 750 J. DATE
04 119 0 I DESCRIPTION OF REVISION
T = � - --
r APPROVED
q3 _SA AND REMOVE EX/STING ASPHAL TIC CONCRETE f'ko E E CONSTRUCT TIMBER ULKH£AD TO THE SAT/SF CT/ON OF THE
I B A
437C48" CITY OF RANCHO CUCAMONGA INSPECTOR f TEMPORAR Y1 1
Ta FTL c s usT,o,a R =35.00 144 SAW-CUT ANO REMOVE EXIST/NG P.C.C. SIDEWALK TeMsITIO a CITY OF RANCHO CUCAMONGA
iZE Q Ply IB Far- PLS I E tD
11
Z
F£
/ = 6.5
L
2 4 I INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C_E. PAID FOR
F of
12 ,
u I'i'ED A ESs sur$_ . /0
RELOCATE STREET L/CHT AND COORDINATED BY GENERAL CONTRACTOR.
T /3.94
VILLAS del NORTE VILLAGE
RELOCATE POWER POL£ AND GUY 122 CONSTRUCT LIMITED ACCESS UR
I a a
J � G C B PER R.C. STD. DWG No. 105-C.
d
I A N I 107 ADJUST SEWER MANHOLE TO GRADE
IZ3 OST INSTALL R-26 SIGN ON POR LIGHT STANDARD AS NOTED ON PLAN. (a h
MM OLXVy : Dara 4 ��¢ � � �I � Q I INSTALL 3"A.C. OVER 4"AGG. BASE l/ SfoC[Ano✓ sNocc &A,, ~ �,:
eW-, s�Ecfcor,4vs, ,� � MAIN S T. � FER 0 N BLVD.
REMOVE EX/ST/NG BARRICADE. INSTALL STREET T-=7- PER STREET TREE INSTALLATION NOTES AND LEGEND SHEET
•.� � I l0°J
G QCONSTRUCT 36"o R.C.P. /D-/750J
R : .90.00' D I ll0 CONSTRUCT DRI VEWAYPER R.C. STD. DWG. No. 10I-A. � STREET IMPROVEMENT PLANS
MOOiF/6p A5 REQU1F�p To MA7CF/ Ex1Srl�U DR/✓FWAy, o-—CONSTRUCT M.H. No. I PER R.C. STD. DWG. No. 318. s.�� I
T = x $ I 111 REMOVEEXISTING TREE. ,Z� co,�a'reacr e�aso�/ parr aTA/cs . �-�w ,1','�e. J�q APPROVED BY: DATE
rl2 INSTALL Px4�RED WOOD WADER u ����.�� = CITY ENGINEE R.C.E. 24953
O - �� 1��03n BENCH MARK No. 111-A pg Cix15'J�rJc'T G Cu¢� avLy PFB Pc J7p- o c/a lO�, q/-G. ���ti� ��� C'1� ��;� DESIGN RECOMMENDED
I'Z = 135.00' ll3 CONSTRUCT LOCA[ DEPRESSION PER R.G STD. 307 GAS£B �OEsv�� /lE¢r'a</ 1fj�EQ �l'TID�I mp ,,? T-�.0 _DERBISH, G A 6 ASSOCIATES
NORTHWEST CORNER OF WEST WINGWALL AT /- e 3
L = 10,33' NORTHEAST CORNER 8th ST. A HERMOSA a DGA CI L ENGINEERS f6/Q V�(�7¢
AVE. FOUND CONCRETE NAIL IN CHISELED 114 CONSTRUCT CATCH BAS/N PER R. STD. 300 �Of1lJ/G deter&I, /Zg Cevsz eler 1-amolew PANP Pfe ,e•4.rexo CC,e�wvleq s7D /02. �� � Nc ,i :