HomeMy WebLinkAbout546 ESTIMATE OF 0UAA(TI TIES
r,-InSfaIl Z" Blow-
THIS CERTIFIES THAT IN OCTOBER , 1975, 1 PREPARED THE PLANS OF DOMESTIC WATER SY" FOR TRACT ITER/ -DJEWRIPTION UN/7' RfX4RKS
Off Assemb/y NO. 9003, AND THEY MET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS
ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS OF MINIMUM REQUIREMENTS FOR SAFE 1 • Cleaningand Site Preparation Lump Sum L.S. Incl. all removals not itemize -
,� PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE.
C THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY TO THIS TRACT ARE ADEQUATE 2• Excavation and Grading Lump Sum L.S. See Grading Play
TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH SECTION 5521 OF THE ABOVE NOTED Construct 0.21 ' thick A.C. Pavement 63,692 S.F.
/S � � CIP STANDARDS.
J L C 4. Construct 0.251 thick A.C. Sloe Paving 280 S.F. Per Std. No. 305a
Construct P.C.C. Curb 8 Gutter- 8" C.F. 3693 L.F. Per Std No. 115
A9- taf- 76'
33 34 35 36 37 38 $� �� 4� •�2 - A 6. Construct P.C.C. Bridle Trail Appr. (18'W. ) 216 S.F. Alternate No. 2 per Std. No. l28
I nl REGISTERED CIVIL ENGINEER NO. 24838 DTE Construct P.C.C. Residential Driveway Appr. (22'W. ) 5544 S.F. Alternate No.2 per Std. No. 128
31
��C�/�Sf UCf 6e 4'�r- 1-7/l! 8. Construct Street End Barricade 1 Each Per Std. No. 305 {
`` rnsfa/l to Gofe /ye 9. Adjust Manhole to Grade
" 6 Each
303 8, 303A
w rn3fb// 1" y✓a>�r' rV/CC �i'y iC[f/� 10. Install Street Name Sign I Each PerStdo.
THIS CERTIFIES THAT THESE PLANS STR SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE HEREBY W APPROVED
, f ` BY THE CUCAMONGA COUNTY WATER DISTRICT AND THIS COMPANY IS WILLING AND ABLE TO SUPPLY WATER TO H . Install Sin W45 over 45A). I Each
rnS tall Fl?e w t EVERY LOT IN THIS TRACT IN ACCORDANCE WITH THE PURE WATER LAWS OF THE STATE OF CALIFORNIA.
li dranf Assemb I---- ---_____ -
30L�L �s" a1:!C11 /0.
•A� �_ ---- _ - _ -_-_ __ -- --- _ - i - - - - - - ----- �d��7 SIGNED ASSISTANT GENERAL MANAGER DATE
>��� X83 9200' .01 92.00' 9 2 2.00 92 00' 92.00 92.0 92 a0 92 00 l 35.27'
48.7 9' 00l.nsfal/ 're Hyd f Asse b/y,�� In d a i�� t-1 Remove exlst�. FIRE PROTECTION SYSTEM APPROVED:
r.. (-' r e- I I r r -r
N.Y ' A `�' end cap and
r, r :� J r r 1 .%oin to eX1i9 j.
29 6"Waler Main C. -�
o See Detai/ e. ~
- FIR M RSHAL --- ---- - ----FOOTHILL FIRE DISTRICT DATE
ILA
a
26 27 26 25 24 23 22 21 20 /9
�1 �16"Drtss�r Covplin9
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New e.'nrain
j Q 44
' ° � d` � �l-b"D/YSser"Couplings �--Exist. 6"�'1slt►
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/2 /3 /4 /5 /6 /7 /8 ,� DETAIL Amco -
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Ins 1 all " Wafer• erviCe ( /co/� r L� T. .r SCNED UL E
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X3.25` `,,,�- ROSEBUD S T 5.5
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Curb .r.- GARDENIA 4VE. 5.0
Lme ROBU Insfal/ 2NBloi#o�{ _ TURQUO/SE AVE. 5.0
Assernb/ - 9
4 a
71.44' 9140' 91-40' 9/40' 9/40' 3940' 52.21' -
j G E N E R A L N 0 T E S
53.90 , LRe/llave CXisfw1 qF 1. ALL WORK SHALL 9E DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDI" COUNtY STANDARDS AIM SPECIFICATIONS. I
10.99 Ins f a/ 11Fire end Cop and,join
llydra T Assem �_j � exsjn6'1/ 2. STREET MARKERS PER SAN BERNAROINO COUNTY STD. N0. 303 a 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
Wafer Main 8. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT
\COrISf UC1� s"� 0'1'�'f"' /y4' See Deter/ pB� SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL
j� 'J BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT.
8 / � � 4 3 2 � N� WATERTHE ELIINESIBILITY INSTALLATIONSJWILLNBEMTHEOLE COVERS,RESPONSIBILIITYING OF THEIR AND OWNER, ANDING SHALLLP ECEMENT ACCOMPLIISHEDNINTCOMPLI COMPLIANCE WWITH DITHICOUNTY ORDINSEWER ANCES.
4 S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY
O Q I ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION.
6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR
ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE
F It SHOWN ON THESE PLANS.
`7' � 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
N
Boundary o f 42 14 S. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
j r.-ocl nj' 9003 W THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY.
WA TER SYSTEM AND INDEX MAP
9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
SCALE: 1 - 80/ -+ % �-�L �` c 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
i
11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL
'NATER SYSTEM NOTES LEGEND BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT
-(J F\,
',� J-\ r INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR
' c / J rrJ PUMALD TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
•
I. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS INDICATES STEEL PIPE, CEMENT MORTAR LINED AWWRAPPED WITH 40-LB. FELT. a� .r r J 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL 'LOT, PRIOR TO PAYING.
OF THE CUCAMONGA COUNTY WATER DISTRICT. S �/ J D, J 0
G. ....80 .one INDICATES EXISTING WATER MAIN. o
2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MIN. COVER AND SHALL BE FLUSHED I ,.-•---"-�'- - 18. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PER-
Nk
AND DISINFECTED PER A.W.W.A. STANDARDS, PRIOR TO USE. INDICATES GATE VALVE WITH VALVE BOX ASSEMBLY. Q O -- - -- FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS
-8 - - - W ADMINSTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
11. THE STATIC WATER PRESSURE IS 105 P.S.I. INDICATES FIRE HYDRANT ASSEMBLY (6" X 4" X 2 1 /2"). � 14. AT THE COMPLETION OF PAYING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD
4. WATER CONTRACTOR SMALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION OF INDICATES i" WATER SERVICE CONNECTION. ?a DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. {
PAVING. Q.••�ir INDICATES 2" BLOWOFF ASSEMBLY. u it (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
S. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE ROAD DEPT.
STD. SPECIFICATIONS. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
6. ALL WATER MAINS TO BE CEMENT MORTAR-LINED ARD WRAPPED STEEL PIPE. (6" PIPE 15. WHEN ASPHALT CONCRETE 1S PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOYING
TO BE NO. 12 GA. , 8" PIPE TO BE NO. 10 GA. ). DANYAN STREET ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A
QUALITY BETTER THAN THE NATIVE MATERIAL.
,
16. AT THE COMPI:FTION OF ROUGH
1
V / C /N / T Y MAP
f-/�♦P � ENGINEER TO THE 69091YISION SECTIONOF GRADING, A MATER146 REPORT A" THE PROPOSEI) STRUCTURAL SE-61:10 B:f *NF *RAG*
AN8 ELVALU�A# .--AP RBVA6 M�+ L-
SCa/e "=500'
BENCHMARK CONSTRUCTION B.M. (T.B.M. No. T)
ESTIMATE OF OUMTITIES S.B. Co. B.M. No. A74.3 Chis. "o" N.E. cutD Found ! 1/2" I.P. , Tagged R.E.722, N.W.
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR i
Return . Banyan and Carnelian Street. Corner of Tract Boundary, (Point No. 12) Contractor agrees that he shall assume sole and complete responsibility for job site
/TEA/ DESCRIPTION WIT REMARKS
_ Elevation 1726.36 Elevation 1884.37 conditions during the course of construction of this Project, including safety of all persons
1 6" Water Main 7 n 1 and property; that this requirement shall apply continuously and not be limited to normal
/ Each working hours; and that the Contractor shall defend, indemnify and hold the Owner and s
/a 6" bate ✓a/ve rnc/udes Oa/ve Box Assemb/y the Engineer harmless from any and all liability, real or alleged, in connection with the
Fire Hydrant Assembly Each Tnclues Valve Valve Box . performance of work on this Project, excepting for liability arising from the sole negli
2 Y Bence of the Owner or the Engineer. I
Install 2" blowoff Assembly Each Includes Valve Valve x -
4 1" House Service Connection 42 Each
4.vtXDate
5 Adjust Valve Box to Grade 8 Each
. RCE No. 24838 �
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-reiq&fIon Line (Inc/$. Connection3 F,'thn s ) /POS L. F. See 6radin9 Plan •
ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARD ID IMPROVEMENT PLANS W. ° N0
316 EAST "E" STREET Lintel ova ore �� L��e ,� ROAD DEPARTMENT
TRACT N0. 9003 ROAD NO. {
ONTARIO, CALI F, 91764 D.siq".a By APPROVED BY
714-986- 5818 Drown by ,jilts INDEX MAP GENERAL NOTE . FILE NO.
Cn.cited 1!y � f. ASST ROAD COMMISSIONER-ENGR. GATE WATER SYSTEM & QUANTITIES
R"°'"'"'"°'°By ALTA LOMA DISTRICT
RCE 24 DATE ARK REVISIONS APPR DATE u R DATESHEET 0f
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rrOi/ Easement - - = 30' 3bJ 30' 30'
Ex. Euc. ow Ex• Evc. kbw 30' Bridle Tm17
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/3 0-56-06 -End Cu N onutter v /2.5 5.5 S.5' /2. ' v / .5` 5.5' 5.5' /2.5'
and utter _ /3153.86 -End Pave- .,, 3
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Driveway /- Ste►. , 12 Barri code Per 51d. Na S. S/o a q4 /ff W •+. S/o 0.4d' _� 66 .50 0.33 d"C.F.
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Ir`e/-nafe 2, 12 const P. C.C. Cvrh and h
(o vera//'' width =/8�_� z Construct PCC. Curb puffer per Sfo! Ns //5 Const. PCC- Curb ono
a %`Consfrvct 0 20' A.C. Pavement Gutter per Stn! N4//5 Const .PCC Curb and 6vhrer Per Std. N' //5
\ ro butter ,ger Std. N-//5 `� ! 6u4ferper 5H.. N° //5 Construct O.zo,1 ,4. C. Pavement
o InSfa/! (W45) over (W45.4)-- (W-IS) Symfiv
Symbol 04 Man on Horse On r�Ae •®
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Constrvet P. C.C. 6-". above top of curb,' �WISA) -5 n rending"Horse xin;' T Y P 1 CA L SEC TION TYPICAL S EC T/ ON
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Curb & Qutter, ^' Construct O. ' 7/ifiiCkness
Scales: i' -/0' Horq., !„= 4' vert. �� ���
Scales : 1 =/O Hor-i ! 4 1/erf
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CURB P\ �- � No / T=28.33'
DATA tiry �0'1 78.46' 91 40' 91.40' 91.40' 91.40' 9/.40' 9140 9/.40 9/.40' 91.40'
A-23*33'23" N s�°5 ~���� ' Insta// Street Si9r� CV P o cv /
Construct PGC Curb � Gv f7�r per S id. N- //5
L=25.49'
T= 12.93' mb��Z b
cL----•Construct 0. ' thickness .��
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30 _ s _ �7 N89°36'45'E e s _ _ �ti -;2 m
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' 7. . --- N Construct PCC Curb 6 Gutter ,Der Std N° //5 N
�32� \CURD 92.00' 92. 00' 92.00' 92.00' 92. DO' 92-00, 92.00, 92.00' 92.00'
CURB
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6 A R D ENIA AV E NVE
ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNP•RDINO
IMPROVEMENT PLANS w 0 NO.
316 EAST "E'f STREET ` ROAD DEPARTMENT
EN
Aas�d_�.ow� %� _ , ,` TRACT NO. 9003 ROAD NO.
ONTARIO, CALI F, 9176 4 ® Asded s rs cfio� ,
- DesignedAPMOVED BY
714-986- 5818 Drown e By %H-11- GARDENIA AVENUE FILE N0.
....,r.� Checked By Gt /l ASST. ROAD COM�tSSiONER- 'R DATE TURQUOISE A V E N UEqj
Recommended By
• - d-t�- ALTA LOMA DISTRICT
�- MARK REMSIONS APPR DATE UNTY N N R �
E .24836 DAt E
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0(1
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L=40.57' �� Fxis finq mnpravemen 7 ��� L._ �7 G C� / V
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DATA: to grade 62,56'—` h_-J /
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.53. of p V DSA VE W L =95.50' T=48-II'
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R E E T
ASSOCIATED ENGINEERS FIELD BOOK COUNTY OF SAN BERNARDINO IMPROVEMENT P1 ANS "'' ° NO.
.. i
316 EAST "E" STREET Added Sty. secf,o- c, 'Z(-°_� ROAD DERARTMENT
E
TRACT NO. 9003 ROAD NO.
ONTARIO, CALI F, 91764 AF'�?OVED BY
Designed 8y I:
T"
714-986- 5818 Drown B
ROSEBUD STREE
FILE No.
Chsck.d By ASST ROAD COMM ISS10 ?-ENGR. DATE W6• Jo
R.con, .nCtd 8y ALTA LO M A DISTRICT
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2483 DAT-E MARK REVISIONS APPR DATE COUNTY ENGINEER �7CfE" SHEET — of --3
74-18-8
E.
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