HomeMy WebLinkAbout1842 'IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN STATE OF CALIFORNIA B.
NE
' BRASS I I TE STAMPED"CITY F O CUCA 1 1 " T . . F LI
AND M.
ARCHIBALD 1 ETT OF END OF CURB RETURNAT WESTE F CATCH BASIN. ELEVATION 1350.01
BASISF BEARINGS: CENTERLINE OF ARCHIBALD AVENUE BEINGT EST PER P.M. 4767 P.M.B.47/6,7
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BEING A SUBDIVISION OF PARCEL I OF PARCEL MAP NO. 4767
AS RECORDED IN BOOK
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RECORDS OF SAID COUNTY
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GENERAL NOTES
1 ALL WORK SHALL BE DONE IN ACCORDANCEIT THESE PLANS,THE CITY OF RANCHO CUCAMONGA STANDARDS
TAND THE T A A SPEC{F!C TI F P LIC ICS CONSTRUCTION _ CURRENT EDITION, INCLUDING IT
ANNUAL 11PPLE T OFA E T . C T CTOR SHALL BE FAMILIARIT AND SHALL BE RESPONSIBLE RIVERSIDE, CALIFORNIA
FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. SEPTEMBER, 2000
2.. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE
HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANSWITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT wz
AREAS WHERE IMPROVEMENT
K IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED
PROTECTED IN PLACE AS REQUIREDT NO COST TO THE CITY OF RANCHO CUCAMONGA.
3. Y CONTRACTOR PERFORMING WORIC ON THIS JECT SHALL FAMILIARIZE Ht ELF WITH THE SITE AND SHALL
BE SOLELY RESPONSIBLE FOR ANY A E TO EXISTING FACILITIES LTI DIRECTLY OR INDIRECTLY F
HIS OPERATIONS,IS, ET E OT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
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4. PERMIT SHALL O TAI E F T E CITY F C CUCA LIC WORK , I IN
DEPARTMENT PRIOR T Y ENCROACHMENT OR CONSTRUCTION WIT 1 Y CITY OF RANG HO CUCAMONGA
EASEMENT O fG T- F- AY,
5. ALL GRADE STAKESCONSTRUCTION
ALL BE SET ITY THE CONTRACTOR OR ENGi . PAVING STAKES SHALL BE SET AT ALL
1 C-�`POINTS,EDGE F PAVEMENT POINTS WITHIN 0.01 FOOT FSUB-GRADE ELEVATIONT T THAN
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50 FOOT INTERVALS. A ITI AL PAVING STAKES Y BE REQUIRED BY CITY ENGIN EERAT WARPED
1. INSTALL 6" CURB AT RIGHT OF WAY PER CITY STANDARD 104 Al-6.
OR VERTICAL CURVE AREAS.
2. INSTALL 8" CURB GUTTER E CITY STANDARD 1 A2-
® ALL SE WATER, ELECTRIC, GAS, PHONE T UTILITY LATERAL MAINS, O CROSSINGS ALL
�a
CONSTRUCTED PITIC� TO FAVI3.
T fTI " C UTT T LLE CU I CU PER CITYSTAA 1 1 TYPE C. I tit
7. COMPACTION TEST'S OF EMBANKMENT C ST UCTI ,TRENCH BACICFILL,COMPACTING I I L GROUND
ALL SUB-GRADES ALL PERFORMED T COST TOT CITY RANCHO C C ® A ITT T 4® I T LL SIDEWALK CITY T 1
WITH THESE COMPACTION ESTS SHALL BE SUBMITTED TO THE CITY ENGINEER
APPROVAL PRIOR TO THE
. INSTALL CC P PER CITY STANDARD 102.
PLACEMENT OF BASE MATERIALS AND/011 SURFACING.AND/
S. T THE COMPLETION O PAVI , MATERIALS T ALL E ITT TOT
CITY ENGINEER. LISTING I ALL REMOVE EXISTING
TESTS ORDETERMINATIONSCt PLE`T T V IFYSTABILITY ILC TE T A1F ALT PAVING. . SAW CUT 1' OF EXISTING PAVINGBUTT JOINT.
9. PRIOR T INSTALLATION F ANY PAS a'"N T, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
LISTING l-L TESTSDETERMINATIONSC LTE T VERIFY: L E, IE ANALYSIS A PLACEw ASPHALT
TC V " TE E.
EQUIVALENT OF AGGREGATE BASE. 9. SAW
CUT AND REMOVEEXISTING CURB RETURN, I:,L AND SIP WALK.
10. PAVING SHALL RE PERFORMED IN ACCORDANCE IT -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE
10. PROTECT CROSS GUTTERIN L CE. N `
STRUCTURAL SECTIONS.
WHEN IMPROVEMENTS E T P NATIVE SOIL IC CONSISTS C
ROCKY AT IAL T E 11. SCI TI SIDEWALK T REPLACE WITH C IL{ SIDEWALK CITY STANDARD 114.
G AOE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICHT V THE SUB-GRADE AND ALL
VOIDSDEPRESSIONS LL E°"aemL IT FINE EMATERIAL F QUALITY BETTERT THE NATIVEPLACE C T { OVERLAY . T I ICMINIMUM.
TRf L.
1 . EXISTING T CT PROTECT I PLACE ADJUST AS CE
12. IF THE ASPHALT CC T IST � AC SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E. .A.FOR .
USE U A.C.A P.C.C. LL E'. IF LY APPLIED ATTMANUFACTURER' TE FOR
1 . INSTALL TT T T LEGEND
THE FULL PAVEMENT WIDTH PRIORTO L'»AVI
1 . INSTALL T T LIGHT Y T I ! l�DEVELOPER.
1 . ESTIMATE OF QUANTITIESIS i BY THE I ONLY FOR THE CONVENIENCETHE V L P ,THE
CONTRACTORLL E ISDETERMINATION
F CONSTRUCTION QUANTITIES E SUBMITTINGI . 1 . INSTALL C C b E.'tg�L o►..c 5N E.E�.T 2 aHv CITY 5 TD. �j4 2.
Y ITEM OF WORK REQUIRED BY THESE PLANS WHICHIS NOT SPECIFICALLY LISTED IN THE ESTIMATEF
QUANTITIES LL E CONSIDERED INCLUDED{ T T ITEMS F . 1 . INSTALL STREETT` , 1 LL PER STREET T" SCHEDULET CTI T O SHEET E.
14. STREET
SIGNSCITY F C CUC T L S 401-A A 401-B LL /� 2.3 Cott UG�r L-IMtlr A CURS PER CITY 5ra. to -G
CONSTRUCTED AT EACH INTERSECTION.
PLEMOIII s-rRESr TREE
1 . CITY APPROVAL F PLANS DOES NOT RELIEVE THE DEVELOPERRESPONSIBILITY FOR THE CORRECTION OF
ERROR AND OMISSION1 C V E I CONSTRUCTION UPON RE ESTI E REQUIRED PLAN REVISIONSLL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTERIOR STREETS ALL BE IN A NEAT,CLEAN, HAZARD FREE, ORDERLY STATE,THROUGHOUT
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
17. CONTACT.ALL UTILITY COMPANIES AS RE I , 2 WORKINGAY RI TO EXCAVATION.
EXISTING SVEY MONUMENTATION
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD IST Y THIS
PROJECT. ALL SAID OIC TS WHICH CURRENTLY EXIST IN THE FIELD THESE PLANS AND ARE DESCRIBED
AS FOLLOWS: NONE
® QUANTITY ESTIMATE
DATED: '" d SIGNED:
1
DALE G.GLADDINGR.C.E. 170 5 EXPIRES 6/30101 1. CITY 1 A1- _----------------- ___®_-_
» r. --301 L.F.
2. " CURB AND GUTTERCITY STANDARD 1 - -___-__-_ -___-___- L.F.
3. DRIVEWAY CITY T 101 TYPE C---------------- - S.F.
4. SIDEWALK CITY T 1 ---------------------- __-__--__ 2368 S.F.
6. REMOVE EXISTING ASPLT CONCRETE BERM---------------- ---------- 109 L.F.
7. (-- E. ISTf i ------------------------------- ---------- S.F.
8. " ASPHALTCONCRETE------------------------------- --------- - 535 TONS
1 354 G.F.
11. CURVILINEAR SIDEWALK iTY STANDARD 114------------ __--______ 920 S.F.
1 STREETT 15 GALLON _____________________________ ___________ 2
14. STREET LT L __________________________ ----------- 4 EA.
15. ROCKSCAPE, SINGLE ARC, CASE 1 ------------------------ 315 S.F.
15. L ISTI 1 L IT 2 L SV TY L ---®____-___- 1 . is" a `
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vC 720 REVl5EG €3 G TO LIMI D ACcES9 CUFZB FOR FIRE
LANE A E ; AvDEp MFAN0i:°f2ING ZI06 R f.
{ " TREES ON CHURGN STREST Pa'Y FCi COE ENG'G.
CIVIL
See Yevi5ion on 5heciOF CA0
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CITY
DESCRIPTION F REVISION DATEAPPRYD
07V OF RANCHO CUCAMON A
STREET T IC L COMMON MIN. SPACING SIZETY 4
NAME NAME GROWN
ALRT NOTF:e SPACE
UNDERGROUND Tv ®vz/gz/orL
1 STREE� IMPr�ZOVEMENT LAN5
IL L . O.C. 15 3
AVENUE ACERIFOLIA
PL T SLE
L® y +y p
-800-227- 2.600. _ ,• fi r"" b. d"4"'!1
CHURCH LI LIO.C. 1
STREET GRANDIFLORA HY R1 CLE L® 1�
BEFORE48
E*HOURP 'ST. AFtY" . -
YOU DIG
. DRAT
0.aCITY ENGINEER
C )ETH�I ° I ,1 lT'E FOR T
�; s. RECOMMENDED
EXISTING UNDERGROUND STRUCTURESDESIGN
1, ALL STREET TREES ARE TO RE PLANTED IN ACCORDANCE WITH CITY STANDAR? PLANS. ;:° l
SAFETY RESPONSIBILITY
vG A 3 1p9l
jqjq ATLAS OR, s -A
ITY• RIR
O STRUCTURES
2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL d FURNISHED TO THE
�
SHEET
tE
T
CONTRACTOR THAT H HALL SUE O1. AN COMPLETE F RES N ILITY THE 'EXISTENCE ANO LOCATION O ANY UNDERGROUND U I LE . THESE MAY REQUIRE BACKFILL DRA��N
TRUCTONF THIS SHOWN ON � R OBTAINED AA O AAILA � . t1f1 TDEFICIENCIES
FOR JOB SITE CONDITIONS DURING THECOURSE OF CON MAT AND ALLCONFIRMED N THEY THE AMENDMENTS, A DETERMINED �Y THE CITY INSPECTOR.
Tffi INCLUDING SAFETY _ L PROPERTY. THAT THE REGUIRE LOCATIONS ARE APPROXI
PROJECCONTRACTOR. SO THAT ANY
NECESSARY a
ALIGNMENTT
SHALLMENTS LY LTCONTRACTOR
REQUIRED TO . ALL STT TE ARE TICTIP .._CT Y THEENGINEERING DIVISION.
� .L 1
EPLT � C ► � T.
HOURS: THAT T NTT L LSHOWN E LC t T T T PUBLIC IMPROVEMENT L ONLY. DATE
1 FILE
HARMLESSAND ENGINEER ALL �� L LWN ON THESE PLANS. 4. STREET TREES T L
CONNECTION WITH THE PtRFORMANCEWORK ON THIS PROJECT.
EXCEPTING FOR OTHER LINES NOT OF RECORD OR NOT 1SHO
LIABILITY L
NEGLIGENCE .
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It46TALL Co I%Ct)Rpjcprz/W PF-R CITY�5TV- 10,A Al-Cp ANO E* DESCRIPTION OF REVISION DATE APPROVED
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MEAND IN
9 rz c T ra c -r -c f2,'O 15 S If,0 T T f�R,e. .W,ja-f FXIST. e,1j?eWAL.V, To J?ie (ZF-MOVED XNp fZeflACEV NNITH SlVeWALK FF-R CIT-ir 9To.-�14-3L/c_to 2_r A 4 - I In%/7A\ I A APPROVED BY: DATE:Ll stov '24 M-0 CITY ENGINEER
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R.C.E. N DATE t,2- -oc) FILE NO 4 4