HomeMy WebLinkAbout509 INDEX MAP GENERAL NOTES
& 1., All work shall be done in accordance with these plans and the 1966 Standard Specification of the
County of San Bernardino.
WATER SYSTEM
2, BENCH MARK A-228 - Chiseled' ❑ ' on North curb return, N.W. corner of La Grande B Beryl.
This certifies that in December, 1972, I prepared the plans of domestic water Elevatio+i: 1447.08 per San Bernardino County Road Department
system for Tract No. 8579 and they meet the requirements of the California Bench Mark.
1hctST FIRE E-aYvtZ^tiT Section of the American Water Works Association Standards and the San Bernar-
dino County Standards for minimum requirements for safe practice in the prod- 3. Street markers per San Bernardino County Standard No. 303 9 303A shall be constructed at each
uction and distribution of water for domestic use. intersection.
i I'1ga. d:5;T'L. IUATEti'21t'lAttl I The distribution system and tssion main at the point of supply of this 4. All pipe lines or substructures of any kind and telephone or power poles, water meters, valves.
t Vpe�- Tmct Ro. 85blb�. Tract are adequate to supply water to all sections of the Tract, in accord- hydrants, etc. shown or not shown on these plans within the limits of this subdivision or in
Io2.o2� nazi +�2.a1'S ca.G ?S ance with Section S 21 of the above noted standards. adjacent areas where improvement work is to be done shall be removed or relocated as required at
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no cost to the San Bernardino County Road Department.
0 15 1 m�Ti'.LL rime . oKez 2- -75 5. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection
IO 9 , HYr7aAnT AseY. with subdivision sewer line installations will be the responsibility of the owner, and shall be
Registered Civil Engineer No. 7344 Date
accomplished in compliance with Ordinance No. 815.
6. When curb depressions are provided for driveways, complete driveway construction will be required
LJin accordance with County Road Department Standard Drawing No. 128 and related specifications.
This certifies that these plans and specifications have been reviewed by and 7. Any contractor performing work on this project shall familiarize himself with the site and shall
K' r r= N are hereby approved by the Cucamonga County Water District and this company be solely responsible for any damage to existing facilities resulting directly or indirectly from
is willing and able to supply water to every lot in this Tract in accordance his operations, whether or not such facilities are shown on these plans.
Clot a part with the Pure Water Laws of the State of California.
8. Shading on street plans indicates A.C. Pavement to be installed.
N zro 10+ SP>Co.17E
N $ 9. A permit will be required from the San Bernardino County Road Department prior to any encroachment
13 �. �+ �, �! or construction within the San Bernardino County easements or rights-of-way.
G011116GT TO 12 T4s 1837 - -- - -------- /J r!• k
z _ S Mares /'23
VXIea~ InAin �2oS�.G�.VE. Signed Title Date 10. When the roadbed has been graded to the approximate elevation and cross section, all rocks and
a-L.o�' ems,a5
lumps of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the I
�+.z 44 7 8upper 6 inches of the roadbed and disposed of. In lieu of the above requirement, the Contractor
Fire Protection System Approved: may furnish as an alternate 2 1/2 inches of Class 2AB as a cover upon which to prepare the subgrade.
f � _ 8 1n5Ti1LL 2�
�' 17LOIV-OFF` �[pt Ci t'f' s«._ !/J • 0 I- 71T
SO.2ro -72.60 '72.60 x+.08 32.�� port
EXIST C0 / I TnST LL FIb2r_ +675 �, Chief, Alta Loma ire District 12. Road Department approval does not include water system and estimate of quantities.
G/1TE VALVES I - NY 9,A41TA�5 Y_ 9 6 _
r3. Sub- driven to the pavement sub-grade elevation, shall be set by the contractor or
r•. I r-` r-' ^� �, grade stakes,
1 r Ltd 8 f-J r 8 �. j' g � o g: engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01 foot
IIta3.T-ALL SI ✓ Lt1l $ 2 g 3 $ •4 5 @o, LJ of sub-grade elevation and at not more than 50 foot intervals. Additional stakes may be needed at
GATE VALVE -' l
WATER SYSTEM NOTES warped or vertical curve areas. Sub-grade stakes shall be in place prior to paving to permit spot
Q t�� checking of sub-grade by inspection personnel.
nz.co' 'ti"L.6o' -rs.ga' t22.6a' �s.2-z' 1. The entire water system shall conform to the Specifications and requirements 14. Adequate stakes shall be by the engineer to enable the contractor to construct the work to the
of the Cucamonga County Water District. plan grades.
�` I'2ga. STEL. IVATEtZ 1r"iAiR 2. All water mains shall be installed with 30" min. cover and shall be flushed 15. All sewer and water mains and Iaterals shaII be constructed to each individual lot, prior to paving.
and disinfected per A.W.W.A. Standards, prior to use.
E�XI�T. G
1CR'1.L. U. / 16. At the completion of paving a materials report shall be submitted to the Contracts Engineer of the
San Bernardino County Road Department listing all tests or determinations completed to verify:
IZga, UT.'L. IUATEtZ Ir1A1n
.3: The static water pressure is 95 p.s.i. to 100'p.s.i.
a) Stability, oil content, and sieve analysis of asphalt surfacing and A C. core thicknesses,
4. Legend: taken at intervals of approximately 500 feet.
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b) R-value, sieve analysis and sand equivalent of aggregate bases.
-- - Indicates 6" (12 Ga. ) steel, cement lined, 40 Ib. felt 17, ction tests of embankment construction, , compacting original gra.rrd, and all
r2' Exivr. rJ roATC VALVE spa trench backfill
/ wrapped pipe. sub-grades shall be performed at no cost to San Bernardino County. County Standard Specifications
Section 19d shall be super-seded to read, "The relative compaction of the layer 0.5 feet to 1 .5
CIELITE) STREET ----- - Indicates existing water main, feet below the grading plane shall be 90 percent in lieu of the 95 percent compaction required to
- - -- -------------------- -
------- a minimum of 2.5 feet below finished grade in State Standard Specifications Section 19-5.03." A
--�- - Indicates gate valve and valve box assembly. written report with these compaction tests shall be submitted to the Contracts Administration Div-
ision of the County Road Department for approval, prior to placement of base materials and/or
-e - Indicates fire hydrant assembly. surfacing.
d
WATER SYSTEM -• - Indicates 1" water service connection to be installed.
AND INDEX MAP Indicates 2" blowoff assembly.
SCALE,1"- 60'
5. Fire hydrant installations shall conform to Standard Drawings 310 and 311 of
the Road Department Standard Specifications.
L_ ,
loth 157
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VICINITY MAP
SCALE 1%SOD'
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E :_ r �I�Ie ! •.l/ 5� (WATER SYSTEM ONLY)
/7f f L � F!f r( UA7 t �' ,t,, ,..> ASSOCIATE D E,NGINF R F iE I [? E COCK fit F. COJN� Y OE SAN BF'RNA,�`01NO IM ' ' AVE ME: fi��l ESI A�!� o r U.
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316 C..M.L.B W. 12 ra. St'] Water Main. 510 A DEPAR TRACT N. 8579
2. 6" Gate Valves 1 EA. _._ _... . __. _ _ _ Q ___ __ e..__.__-__._ _ r .- _ _ > ry
- - - - - - ONTARIO, CALIF, X3176 . op> ,?t-o6y
3. __ 6" Fire Hydrant Assemblies _ -_ _._. . _ ._i 2 __'_ EA.
_ _____ _ 714 - 98(,- 58 18 __.__, - _ _ _ �.. n B� _ _ GENERAL NOTES,QUANTITIE - _
4. 12" Blow Off Assemblies -- --- _--- ._.. 1 EA. _ - �` __. _ .F... �� _. __��._._ cl+ah3 .. E y,
5. 1" Service Laterals _ 15. IEA• _ _ -� - _c_h., ¢ed By ,Q 6 �c r INDEX MAP a WATER SYSTEr4 D .,.No
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K RrV N5 r DATE touhlt s�.l`E T' of __. 3
72-31
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E. — 20.00' '90° 10' 52" 31.53' 20.12'
V I F. — 20.00' 99' 40' QB" 31.x' 19.88'
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1 I Clearing 8 Sit P
g e reparation
' �- Lump Sum L.S. .
2. Excavation 8 Grading Sun
o� 3. 0. 17' Thick A.C. Pavement 20 Opp
�� sT ti . - ; S.F.,. __ - --
m _ IZ 4. Storm in Outlet with Barricade complete per detailsI 1 EACtI
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- = 5. P.C.C. Curb 8 Gutter 1� 149 L.F,,__
3 .86
\�► / 6. P.C.C. Curb Only (8rr) 113 L•F __
3-7-761 y F• / 52.�2' �i.oo' � � -12.01 r7.*
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,o �_P.C.C. Curb Only (6") €[ 408 j L.F.
(` P.C.C. Sidewalk
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TRACT -- 5,413 S.F INCL. SIDEWALK PORTION OF ORIYEKAYS
,y ,yam► _ P.C.C. Cross-Gutter 8� Spandrel532___ _.__._-� -_____ ._ _e ouno^wy r' r 1 0 a c ISawcut & Remove A.C. Dike n Z 13 14 15J _ _
-> _.__._.. ....350 L.F.
1!. _ Street Name Signs _ _ _ j I EACH t ._
N r�un>7r�1�eYY 12. Adjust Manholes to Grade - _
! 1 ' EACH
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._—_- Adjust Cleanouts to Grade --- --- - --
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tt�11�T. 4# pG.G. S1I7�Q)^L1L 4. t Driveway Aprons
' .,Z 310 S.F.. j EXCL. SIDEWALK PORTION OF DRIVEWAYS
• r� 5T1� +� low� IOJct � MONT VISTA 15. ,
*TY101C^L SECTION STREET '-s^V� rte rw\m "s-T. _
---��. lT- ,4.G--Pavement (1•slands) --- -_ .__ __ _ 3,087 S.F.— _--
Local Depression Type 'B' __ _. ___ ..�_ .__. .
ani �OME 544�T b� 8M A.G. t71tCE •--- _ I _ _ EAp1 _
30 �o I_. 1Catch Basin Type A — -_-__- Y . � EAC�I
4=0r1 . A' rpaa 51r.MV^UL __119, Storm Drain Clean Out. _ _-- _ EACH _
4' 61 12' re ri' 41 0.t pEt2 5TC. * 100� 10ea 19. 4" _ I
><It� ��s �.�� Eb TY P �3EGT 1011 20- 0.7' Aggr. .Base,_1C1- .000 -- S
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reK TKACT no. es53
O�/E12 0'1 I L.-Z A
FIELD BOOK REF: COUNTY OF SAN BE:RNARDINO
ASSOCIATED ENGINEERS � _ ,� IMPPOVE�MENT FLANS w o No.
316 EAST E STREET ROAD D EPAR 1 M IVT
TRACT IqO. 8579
ONTARIO, CALI F, 91764 Designee B,
Tyrtc^L S)Ecnon-- r^GTU� ^\/r_rUE ' 714-986- 5818 o.o n8� - _ w plc:h LASTVIlC30D AVENUE FILE N0.
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20.00' 99040'08" 31.301 I9.", MONTE V l STA STREET _ „t�.o,�_It�Ak,+�,c9; r . 11 >°E� 15Tn. lots OVIM o.,�� o.� tet..2 ��,
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O 40.00' 00'191520 $1.53' 10.121 � I A COt15T O.l�
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OO 62.00' 36°52112" 39.90' 20.67' ....... . TYiPtC�L- 465CT1on- CUL-M-43AC STREET
E 38.00' 197°34'57" 131.041 .---- � horst. Ale , hGY1Z � �8■•�O' - {
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s F iE.LU BOOK REF. COI.-;I��Y ��f SAN E EF'NAF�DINU ,«, • . ..»•..._. va o rvr
g 38.001 228°09'37" I51.321 = ASSOCIATE D ENGINEFRS r - IMS :COVE ME NT PL. S
"C 20.00' 278°46'551 97.31' P L N 316 EAST E STREET , Added 4a. on 'L4 c.►�.r? Jam- jg(�9(� ROAD DEPARTMENT TRACT NO 8579
,tr `- !!C.G GU?Zl� ONTARIO, CALIF., 91764 ROQO rvc� {
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(D-20.00, 7104712S* 25.06' 14."1 SCALE ( " � __- - __e --; +
714 -9� j- 58Ie �,� � � �, _ MONTE VISTA STREET
0-100.00' 19003114' 50.711 25.91' _.-_ _ __. - -.__ Clt41i� Fi; M1lG.
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K 105.001 33°39'29" 91.68' 31.76' _ (Necked By A. G ? ::' ^ ,Es;`F '. Dt DWG. No. Sol ;
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