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BASEL/NE Ir O 44.41N/N 8.4,rFZhV,5
GENERAL NOTES
i�
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 1966 STANDARD SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO.
2. STREET MARKERS PER SAN BERNARDINO COUNT STD. NO. 303 A 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
-Ae, T/a Any Von
Von BENCH MARK NO. A-162
S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT
Chiseled box on curb return on Archibald SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL
-BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT.
Assrn6ly fi7sr�7// 4N& Ae e7; Ydr>'t%t and Archibald Avenue.I
W I�'fp// f� ��! Avenue at the S.W. corner of Church Street �, THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS PAVING REPAIR AND PAYING REPLACEMEtIT IN CONNECTION WITH SUBDIVISION SEWER }
% v , eLINE INSTALLATIONS WILL BE THE RESPONSIBILITY bF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH ORDINANCE NO. 815.
33 8 °' 32 19 Q 4 18 1 Az E l eva t ion : 1273.302 S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY
ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS.
R Use Elevation: 1273.23 on these plans
G. 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
Q ;D �t.so' Br.So SI. SHOWN ON THESE PLANS.
Q z v CONSTRUCTION BENCH MARK
Q N I 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
Q 60p. Spike in power pole on East side of 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
Q Q ALDER STREET _ Ramona Avenue, 653 North of Church Street . THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY.
34 g �, /NSTALL 6a1�Y.4TE�PM.O/N g /NSTALL 6"'6,47_- !/�OLI�E 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
,r 31 20 E l eva t`i on: 1279.34
v yINSTAL[ .BYTE I 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
v ,2, . HyaRwvr AFSEm,94e
Q AL z•so' az.so �� I I1. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL`
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
- ^) N Q INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR
1 \1 D TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
I 12. ALL GAS, SEWFR AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR, TO PAYING.
35 g 0 17 2 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED
o 30 2i W b h Y AS N AT NO COST TO SAN BERNARDINO COUNTY. COUNTY STANDARD SPECIFICATIONS SECTION 19D SHALL BE SUPERSEDED TO READ, THE RELATIVE
Ld COMPACTION OF THE LAYER 0.5 FEET TO 1.5 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 SPECIFICATION SECTION 19-5.03'. A WRITTEN REPORT
W
//YDR,4NT ASSEiVISL W Z I WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR
\I v W
W � APPROVAL.
Q
> Q t h Z I 14. AT THE C014PLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY
a � ;�1 O W 8 7 ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY.
36 R �•, 1 6 3 ` 11 Q I (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
3
h 00 , (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT .SURFACINO.
M -`F.AKEN A, f"1LnTMLa OF APPROX MATELY 500
/-� 29 22 R 15. WHEN ROADBED HAS BEEN GRADED TO THE APPROXIMATE ELEVATION.AND CROSS SECTION, ALL ROCKS AND LUMPS OF EARTH OVER 2 Ill INCHES s
TRA C T IN SIZE AND OTHER UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE UPPER 6 INCHES OF THE ROADBED AND DISPOSED OF. IN LIEU OF
,,e eB Ile THE ABOVE REQUIREMENT, THE CONTRACTOR MAY FURNISH AS AN ALTERNATE 2 1/2 INCHES OF CLASS 2AB AS A COVER UPON WHICH TO PREPARE
se I THE SUB-GRADE.
.a• e• is• ,,z• 1 ..
8 6 10 is -ION SHAbl: OF "BMITTfl) By THE- TRAe-r-
Insfo//`fie f/yd. g '' Oll ER l O HE .7U6D+Y4 +O* SEeTIGNTHE � I9Pnn„l �
I5 4 vi
37 $ AsS�mb/y T. .
I 1
zo LLQ 28 23 o
o I
0 Z�
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8 14 5 ►�. $ t , 4 wood sr EE
38 8 �o ------ --- -
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ttl 27 24 W o m 9 10
12' ttl Q
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39 \ ° ttl 13 6 Q �,� H c T E r
//t/STilLL Flip£ k
11y,01"WrAJSE•ryBLY� 26 25
VICINITY MAP
scale 1"= 500'
12 7 8 I
40
/NSTALL 6 X14r"ALO AM.4/IV V /NST,9LL 6'�.J.9TE II,4L LTO STR 0 WATER SYSTEM NOTES
a 1. THE ENTIRE MATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF THE CUCAMONGA
s6 z�•� 60•0o so.00 3 0 tL� Ill COUNTY WATER DISTRICT.
�q Z�?6 oa LL tLl i I •2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MIN. COVER AND SHALL BE FLUSHED AND DISINFECTED 1
1 r-• r-+- /I ' Z/l 11 8 t/ 8 PER A.W.W.A. STANDARDS, PRIOR TO USE.
�rI r r JN�' 6' a I 1. THE STATIC WATER PRESSURE IS 45 P.S.I.
,may , "_6ernb/y 4. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS 310 AND SII OF THE ROAD DEPT.
`J STANDARD SPECIFICATIONS.
/E U
5. _ LEGEND:
QINDICATES (12 GA.) STEEL, CEMENT LINED, 40 LB. FELT WRAPPED P1 PE.
41 42 43 44 45 1 10 9
� � ,� INDICATES EXISTING WATER MAIN.
INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. '.
1/7 a-oi1eea Valve -� INDICATES FIRE HYDRANT ASSEMBLY.
-+ INDLCATES I" WATER SERVICE CONNECTION TO BE INSTALLED.
Connecf fo EXis1 Moira E•Y/ST. /O'NJA//V TOBEABAIVOO/VEO E.l'/sT. /o
41,v
C72-11117,17
I I TO.PEMA//V /N _
.SE•PY/C t § s ?
TF?
/ -r
�F?r-\ J 1, Clearing8� Site Preparation '
_ Lump Sum L.S. Includes Misc. Removals
I
' 2. _ Excavation and Grading Lump Sum L.S., : See Grading Plan
_
J. Pavement Removal 5,611 S.F.
4. 0.20' Thick A.C. Pavement 75, 171 S.F.
/�
WATER SYSTEM AND INDEX MMP THIS CERTIFIES THAT 1N ^4MCM , 1973, 1 PREPARED THE PLANS OF DOMESTIC WATER SYSTEM _5. _ P.C.C. Curb a Gutter 3,847 L.F.
FOR TRACT NO. 8610 AND THEY MEET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN t ;
- -- - - - - -- - - - --- WATER WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS FOR MINIMUM RE- {` 6. P.C.C. Curb Only 126 L.F.
�� QUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE. 7. P.C.C. X-Gutter and Spandrel 968 S.F.
SCALE : 1 =50 _ _ r
THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY TO THIS TRACT ARE 8. P.C.C. Sidewalk 17, 170 S.F. '
ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH SECTION S21 OF $. A.C.. �1kE 2O L.F.
THE ABOVE NOTED STANDARDS. _
10. Installation of Barricade 68 L.F.
11 . Removal 8 Relocation of Barricade 34 L.F. ;
-12. P.C.C. Driveway Aprons (W=16' ) 6,732 S.F. Excluding Sidewalk Area
13. ._ Street Signs 4 Each
REGISTERED CIVIL ENGINEER NO. 7344 DATE
14. _ Idjustment of M.H. to Grade 6 Each
15. - Adjustment of C.O. to Grade 3 Each
THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS NAVE BEEN REVIEWED FIRE PROTECTION SYSTEM APPROVED. $Y 80480 16•, __ 055 T'hIck C1,,955 rI /t5.- 76,/7/ 5.F.
BY AND ARE HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND ICT/O/V -/z-y3.
THIS COMPANY IS WILLING AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS - -
i TRACT IN ACCORDANCE WITH THE PURE WATER LAWS OF THE STATE OF CALIFORNIA. `
` _ r
a / ` ', ,"� r ( ?£I ;. - - ,5/Sci'1• / �r / CAMONG IRE DISTRIC DATE
SIGNED TI DA
TLE TE CHAIRMAN OF THE BOARD
l. 6" Water Main 2 520 L.F.
�j. ft iE k.�. a { {-f- �/ ��- #. 43_. F- �tgi ,�
�� --._ `,' -.- l `i l� : -6.. �
4 Water Main 27 L.F.
4' . , t a t ;
3 6" Gate Valves 7 Each , cross ou//70
es ro-ao.�� 5 �7 1 ... -�
�tf� E_�. � � l:. �.1li. E i - _
- .3 v � N! . 8 610
4. 4" Gate Valves I Each �o �S / - ._ _ _ _ _�
C 1 f. c IC), Gil ! F , X317 �a e dicafG s v ura Se �o
/n fr c f c n5 r' G s 1� I
' _ _ _ _. ___ - GENERAL NOTES QUANTITIES
5, l" Service Connections _ _._ _ _ 45 Each 7I�! -�'P f,- 5 18
Each , __.. . ; iL F N.
6. 6" Fire Hydrant Assemblies ____... -_ _ .. 7 4 _ E __ ; _ ! __.. _ �' - _
_ T AGt _ INDEX MAP WATER SYSTEM <
_ .
< Ef-r -.
7.
Connection to ExistingMain 3 Each + - -- ; c° ''`' �y , � ^ A, �
3- _
`7
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CUCAMONGA DISTRICT �
72-38
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. — --- T,– ----- Feather to oin 4`oyer- exiJ1' �Yrrrt. (, � I I (. .�•. ( (/
Adjust M.H. ro Gred�
R-A M-O-N-A - -- -- - A V-E-N-U-E11+ Aall'ust M.H. ro Grade Adjust C-O. re M-0.41
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� Ir�ries
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` T 0 Cc nit P.C.C. Ccirb f G�rtrei- �STA. 18 + 81.73 Pte, sed irs co�sf. a.2o Q.c. arer-o.�3/c%ss 1I/te.
1
r No scale ,
TYPICAL SECTION -- RAMONA AVENUE
Scales: Hartz. I"=Id Vert. I"s It
y , ASSOCiAILD ENGINEERS
NGINEfRS FIE. .L.L BOOK RE;F. '31 C0,11`1Y OF SAN ar k' ARDINO
IMaFOVE Mf .Nl PLANS
0�� W�)
d ind,cafe '"4113'8-9.73 Added s/deme/k easemen> 316 EAST "E« STREETROAD DEPARTMENTTRACT NO. 860
Tdnd �
WC
siONTARIOCAL I F, 917f 4
derval�r /oc�l�on revised Assoc.Enp�s. , ..
3/-73 ,�d� sidC^-c7/* r��.//o.� 4VOC
� C �(4��; _ 714 -98C - 5818 1 — �Z. _
� _ _ � RAMONA AVENUE _ F�
C+eckc.y B Y k :IC=,rR_ENr �k'E
T�f eccrr�abr-y ._. .Ergrs. -...__
a
CUCAMONGA DISTRICT
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w�
DATE DESCRIPT.ON REVISED BY APPROCOUNTY * �S ySI��
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• To of N% curb
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1300 h o - 1320 1310 1 1310
d $ �� 190 /07• �. i Q
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r 1 _�oaN t9 00 N i h
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n Exist Surface a/ ¢` C a-vo
- . 1 Finished SuxfeCe a/ �` rays�6 ,�
1300 h� � - � � •o ; 1320 1310 ,:� - 1310
M 0 p # V + 30' V.C.
+ tp l9 0
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I c, 25 19 0`- w �� II w
1+ CA Rtn. DWO I I I I o.s, Z i�r Std. //a
\) t Cb Rtn. Data Z ( 18 1 I
I �� T2 I fi' I Lr3/.42' � I C`fe Liq
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- 3� � QI I ?' aI.SO' 7.a S0' 10' 00 �►a30' T4..10 74?O" X30' ��. .�' •. .. . a2.3o' erz so' � - : •• � �' -
.R94/ -�.g4 0• -- B` 0� I� 18 f o «�. rd. s o
Const. RCC. sideu/�/!� i4r ios o9 a • _ I tOdRP
�- - _
Const. P.C.C. Curb Gutfer gi Std. //;f 2 (� � b 1 Cerown Line m �
'T — Con*t. Pcr- Curb Gr tttr—— —-Pee Std. //5
\ t Ad ust c.o. T Gred�
al 11 E �• I I I�I�. ALDER STREET 1211 I° .1019
r
ln�Pro vcrsatrts _ _ o°�� _ PA S I TO _ _ AVENUE _ Sk-
9 �' 1 - 3 Fv' ' /nsla// ♦ - - - - l9
4o/-ust M.H. ry Grade ccelurf"..I/. ro allel- 8 `tb S 1 Barricade /�r 1 � t��j Q 1 II /
Corsst P.C.C. Cc/r6 /Gutter oer Std. J/3
I. i31�. l 5' Std 3o-5 fo.3a Itll' Const. P.C.0 Cvr-b f Gutlgr �►1 0&�Sfd. //5 10" IO
t
f. id mac/ 9 L� I l� oast. P.c.C. Sicpec�/s✓k �r S7d. /09 /09
o/' 30.40' 40.60' 7/.00' 7/,00' 7/.00' T/oo' 7`1.00 5/.50'
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C6 Rm Data ° Cdr Rtrn vara V
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V � Cb. Rtn. data � I I�• ( � Cb R ,� Qata � ,�!! I ,r_to R ,2io' W I �
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a=�' D I t'I a=9O C �A� o r��'� Z
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Cu/wr Oala Curve Data /r' '
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I =P'3S' 07- d= Z* 33' 07" _ JEE S.yEET AT iP/6/,�T
W. C6. /C=S1B,2' L=�O.Ot2" T=.010.2' W. Cb. �P-/O/B' L'J/.86' TrtJ.93' I' ?' �' /.�' /P' s' 0.3' as' 4' tea' �' At /r'
>� R'/000' L =10.94" T=R6•48' >� R=/oo0' L =30.94' T=P.5.48' ;I
R'/O/B' L z vae' rsP.S 94' E. Cb. R= 9B.e' L=3Q0�2' T=?3.0.2' `' s/a r�F ft loss, 1- ltit� _ oco' �"�` oGo' ae�' sto'or �4 k I
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Const P.C.C. Sidewalk . a'�f ••-• {
Cods, Pec S/dewa/k Const. 0.2L'J'Q_C. '� Cbi-Stol . ,9 /0 .v i
Aer Std. /off /09 a Am- Std. /09 f/09a •
-Z'onsT-ROC. Sia+Ewa/k d i2w- S1'd. /09 t/09a
over 0.33 C/�ZZ A.B. -_Ac/• Stay /09f/09a Const Oe �A4 omo-
- . 099'C/sss II/l,EE
I
onst. P.C.C. Curb !Gutter Re,- Std. //J G on8t- PCC C'urb f Sutler Am- Std. //-IF-
TYPICAL
/3-- i
TYPICAL SECTION - PASITO AVENUE TYPICAL SECTION - ALDER STREET
Scales= Horiz. I"= 10' Vert. 1" = 4' Scales: Horiz. I" = 10, ,
Vert, I" : 4'
y
f^E L_D Rn �2E f. CCXINTY OF S N'E3E.F N t 'nINC) W o k).
ASSOCIATED , ENGINEERS a � ' IMI ROVE HENT PLANS
d�eenn R DEPARTMENT�A A� T
//7di Ga fe s7/ruc urs sec /ons CDS ROAD A D D E 1 ART 1�1 E 1 �t 1 RR ii
316 EAST E STREET _ ,,- TRACT NO. 8610
ONTARIO, CAI. IF, 9176 4
- PASITO AVENUE' a
714-9P6- 5 618 _._._.�_ r< +v,
_ aFil
By
�ItALDER STREET t,
DW6Rte Y.s ncf By ' �'
'' CUCAMONGA DISTRICT
`!� "t; R VIS14)R'S ik1�g• CRATE COUNTY4 .0 r �F� 4"iF _ 3 e of — 4
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SCALE III= 40'4
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a s' L' 1 75 6' /•e' IA" 6' 7.,3'
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32 31 30 29 28 27 26 t 5/0 �� — — Zeve/ c'� 8' S/o a "��R
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PPS.-Xt� x' o.�s"{ cF
I
V Const. P.C.C. Sidecua/k
Vi Cbnst. PCC.Si4+eu�a/k d ��-Std! /0� E /09 a
II 10I Std. /09 i /09.'7 0.33 Class 8 .919 Ar- owr
I Con51# P.C.C. Curb ?Gutter A�r Std. //'S i
TYPICAL SECTION — PALO ALTO STREET t
C-1W ��so• 9�fso' s,*.Jo' 31 /
cont. PC'C... idewp/kms pfd /09 � -io9 S ca es or�z. e 4
I H I��= 10� Vert. I��_
w _
0
Const. P.C.0 Coit-b Std //5 34
Cb/1�3h! Shye S/opc arm 1813 ,4 ��st C.O. _ LONDON DON AVENUE 03"
Ta G1-Bd�
26 - 25
Const Pccc. Std! //S 39
S•
Cb. RM QD7sd Cb. /rt17. Duh 14 W
r / i / . /09 /o a R=32' R=,2b' I II I
.,. �'P ( 0 d=90' - a=9C>• v I I I f I
70-00' 70.00- 70.00' 70.00' 70.00' 70-00 ' S4•/B• /x.62 : _ / 1 L r 30..1°7' L:9/42' Z
r'3P'
I 99
Profile _` Curve Dates
w
s II I b
� [-7B s4' � �.� 9� 'r2` •o.00• ao.Clio•
ongt_P.0 S�y_ewa/k Awl- Std. /09 /09.7 I
I Cb. Curve Data Cds C�we Data 40 \ `
6'0/,'Sx P.C.C. Cb. 0,Gtr. Per Std.
A=P3► d'J•,t3" d r/�7.06'Ii"• 2' I
&0• PALO ALTO �' STREET_
Tj Ile.", I
Adjust 4,111 To Glade
33 34 35 36 37 38 39P
.C.C.Cb. E Gti- � � CL-, sta!
• G�� ' Const! Re C.
i U V Coss outte.-
-• ide• _ / I I I I ' Ire $)W //9
�.S�o' 22.x' Go_oo Pq
S-0-00
o�oa ta.�dor, .ewe. • � �( (I � ��
0
2�GO.00
Palo A/to St.
d=9p'
0.3' 7s• e• ia• s' 7s• s• as• a c=s/ge• I ��
41 42 43 44 45 III �I I
S/ .�/R-•Ft. ..ea' Level L�i�a .ao' / I �
-Ca, )MCC rio�walA C6. Curve Data
Z.`onsf Am Siodewa/:t/0 �
er Std. /049 or CO/faf. O.ZO /1.C. over fir- -91C71 /09 F 109.p
PeStd= e3.s�•ea.•
0.33 Class zr Ab. z
Const PCC Curb //3
TYPICAL SECTION LONDON AVENUE
Scales: Horiz. l"=10' Vert• 1% 4
ASS)0CIAl ED ENC'IN F`RS F �E Lc� c•�J41K .E �.C���r;~ Y C�� � �}�' ,�r,F�,,�F..�:-, r � � �,OV . . PLAN ,-,),) ►� r� .
i
I � �, tea
�� n d /!'IO/C/4TE S'TQUCTu,-AL SEC Ss •` S 73 C
i
316 EAST E STREET }
ROAD DEP �� � t�� �>> N T
�__ ___., _ _ _-- a _. , T , A t 0
CT N 86
ONTARIO, CAL I F, 9176 4 _
i
LONDON AVENUE
714 -96- 5819
R
K:.: F, PALO ALTO STREET '
.�� No
II 14Y ' 513
1 ___-_ ___ - CUCA MON G A DISTRICT
-
t
71-38
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