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9
II �A a
- GENERAL NOTES
1. All work shall be done in accordance with these plans and the 1966 Standard
Q INSTALL F/RE ;
l� IN0. A, 5EMBLY ^ ISpecifications of the County of San Bernardino.
23 024 33 34 I 2. Street markers per San Bernardino County Std. No. 303a 3WAshallbe constructed
WQ I at each intersection,
Z D
2 __ _ I
3. All pipelines or substructures of any kind and telephone or power poles, water
W I meters, valves, hydrants, etc., shown or not shown on these plans within the
22 `�0 Q h Q (NJi3O W D limits of this subdivision or in adjacent areas where improvement work is to
--`7N.a``T LL FTiPF 25 32 a '9 I I
35 2;;--�� I be done shall be removes or relocated as required at no cost to the San
XYO. AS.SEiI�1BLY �J (q l} �Vl W {
J I Bernardino County Road Department.
n
® 4. Compaction tests of embankment construction, trench backfill and all subgrades
21 shall be performed at no cost to San Bernardino County, and a written report
�9 26 31 ^ shall be submitted to the Contracts Administration Division of the Count
k .�o 36 I Road Department for approval prior to placement of base material and/or surfacing.
I
lz 4e /.9 ( 5. The responsibility of adjusting manhole covers, paving repair and paving replace-
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2 '2 41 meet in connection with subdivision sewer line installations will be the responsibility
- � '2 (� I of the owner, and shall be accomplished in compliance with Ordinance No. 815,
V� 27 30 37 Sections 203, 209, and 210.
v
V 'W TRAC 6. When curb depressions are provided for driveways, complete driveway construction
LL will be required in accordance with County Road Department Standard Drawing No.
19Q ti ti W N O 128 and related specifications.,
ti I
W t� ___,
$ h y 28 29 a h 38 7 8521 7. Any contractor performing work on this project shall familiarize himself with the
/N'ST.4LL /QE NYO
site and shall be solely responsible for any damage to existing facilities re-
ASSEMBLY w salting directly or indirectly from his operations, whether or not such facilities
92Q6 a 92/4" +� �' 99•,�• are shown on these plans
- YEW "' --� - /NSTAGL e�c.✓. - i STREET 8. Shading on street plans indicates A.C. Pavement to be installed,
+ N iNSrALL 6" W.tTEO MA/N 9. A permit will be required from the San Bernardino County Road Department prior to
N --- -� ✓°inErvsti VICINITY MAP
IN,
' any encroachment or construction within the San Bernardino County easements or
as 3e 2�6p Zpx ��0 62.0. G2o0 6200 6200 6200 SCALE : 1"= 500' rights-of-way.
SFE SHEET NO. 3
17 - � �- 10. Road Department approvaI does not include water system and estimate of quantities.
/HY.o ASEMBG Y
I1, Adequate stakes shall be set by the engineer to enable the contractor to construct
16 15 14 13 12 Il 10 .11C0NSTRUCTION B. Mo the work to the plan grades,
i Z Chis. box on P.C.C. step to church at 12. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set by the
Q the Northwest corner of Archibald Ave. contractor or engineer, The stakes shall be set at all hinge, edge of pavement
L.� and crown points within O.01 foot of sub-grade elevation and at not more than
and Church St. 50 foot intervals. Additional stakes may be needed at warped or vertical curve
• `� J Elevation: 1280055 areas. Sub-grade stakes shall be in place prior to paving to permit spot checking
Li Y of sub-grade by inspection personnel.
-� 13. All sewer and water mains and laterals shall be constructed to each individual
2 3 4 5 6 7 8 9 BENCH MARK N0. Q-162 lot, prior to paving..
�/V'.STA L F/QE 14. "At the completion of paving, a materials report shall be submitted to the
HYO. A SEMBLY Chis. box on rirb Ret. on Archibald at Contracts Engineer of the San Bernardino County Road Department listing all tests
S.W. Corner of Church St. and Archibald
or determinations completed to verify:"
' Ave.
ee�9" ePao• 62oo ePoo 6P.00 c2 Po • al er Elevation: 1273.302
j (a) R-value, sieve analysis and sand equivalent of
-� a CHURCH USE: Elevation: 1273.23 on these plans. aggregate bases,
STRE_E T _
_ I e (b) Stability, oil content and sieve analysis of asphalt
Jom E�isti '�- I /NS TALL 8'" WA TER MA/ni SEE surfacing.
SHEET NO. 2 Join Ervstii�y
LEGEND
WATER SYSTEM AND INDEX MAP
•tel�#,rr � f }^' - :F � - .�.
SCALE 1 "1960'
NATER SYSTEM NOTES < -
j Si to preporafio/7 � Fine Grading Luno Sum L.S.
1. The entire water system (hall conform to the Specifications and requirements
?. i 0 20'Thio A.C: f2weinel?l 31, 6-40
of the Cucamonga County Water District. --- __. ..__..N
3 PCC Sideuio%/c //,7 o S F
2. All water mains shall be installed with 3O" min. cover and shall be flushed _4__ -__.�PC'C. Drive Aooroaches
and disinfected per A.W,W.A. Standards, prior to use. 5. PCc. B"Curb Gutfer 2 665-9 ' �•F.
This certifies that in March 1972, 1 prepared the plans This certifies that these plans and specifications _ _. �
of domestic water system for Tract No. $521 and they meet the have been reviewed by and are hereby approved by the I �6. P.C.C. 8"Curb On/y 62.8 L.F.
requirements of• the California Section of the American Mater Cucamonga County Mater District and this company is 3. The static water pressureiS 55 p.s.i. to 65 p.s.i. _ 7JA-C, B"Berm 5 83 L.F.
Works Association Standards and the San Bernardino County willing and able to supply water to every lot in this --8. P.GC. Cr05$ 6utfe� f', $pgndr�/S 49•¢.O $.F,
4. Fire hydrant installations shall conform to standard drawn s 310 and 311 of '
Standards for minimum requirements for safe practice in the Tract in accordance with the Pure Water Laws of the g 9. gdj�st m4nhe% f° 9r4a�e EgCh
production and distribution of water for domestic use. State of California. the Road Dept. Standard Specifications. - --
!o Barricade -Re/rote j
Each i .__
A/ 5 Legend: // Sl,-eel Name Sipe _ _. _ 2 Each
The distribution system and transmission main at the point of .��_-�L !� � st�J� erg1
supply to this Tract are adequate to supply water to all sections Signed Title Date ---- Indicates (12 Ga. ) steel, cement lined, 40 lb. felt wrapped pipe,
of the Tract, in accordance with Section S21 of the above noted - _ -- - ---- - -
standards. Fire Protection System Approved --- Indicates existing water main.
` 2 _ _ 1,- Indicates gate valve and valve box assembly. �
7 �-7� Cucamonga Fire District Dat
___ -____
Registered Civil Engineer No. 7344 Date Fire Marshall Indicates fire hydrant assembly.
-+ Indicates I" water service connection to be installed. fiompactiorl't sty of,rmbanV%ment n5truction.trench baciCfill;compactblq
p4�ic n4 art`d,ctrtd'oll u�gra�e5'sh4t1 be fQ rf6r' med aj fio r:O•st 'to
inn et Ctf'`d lfio �ourfty COLA-i �tarKlard6pr e%itcct lone', 5e -tWfI l9
K"at A-,be�vps;rseded to rea�, ��he relative cpirnpactioii af'the Tager
5 fe:6�,4o 5 -belcfw dile ge'adin�pXne 15-Y1a1k`be-190,p'ercQnt in-lieu
_ _ 9 •5
ve,
h�` 3 �rc¢,�t -com}'�cictic�n T-e�u>re� 'f'oq 'mini mum af- 2 'Fc�t'` { ' lu'fi ish d rade i 'otcrt� Stond&d � cllicarlonS Section 19-5.03.'
pts r �1 -'!•C�'�t� sha t1 be b ti=rl
�, •%, :.�. � #�� ;,t withn�
ac rfi flirt Cl-}i�5n o"-vi5'0n o the` Cour t� -woad O iat rt�2n't
_ - - -
rl en re
t1� �n rr t� Ac4 �t ) �p
6 Wafer 00/;� 1.154c e r
1. _ Z. .� __. ._. __. �for�a rO�Q`.-¢r-o>�`to Qts erfi nt of .�a5e�nc�t�riR1� and"/o 'Svf-Ea�inc�...,
Z. B" Water ,i4ain 556 L F
3. 1"Services z.F
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4, afe o/ve c . �,y ..,1, _ J s,•I , . a. �_
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S• fire N dram t Assemb/ 8521
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7,t ,. c c . ., , . GENERAL NOTES, QUANTITIES
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11
gems. iaefleraI mote 4 <<14* *# F�_Er. A. G INDEX MAP & WATER SYSTEM
No 501
_ + Rev. General Node 4 ` t
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�CUCAM ON GA DISTRICT St-- N -Lm
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69-4D B
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� t � _ . 1290
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1300 - : _ _ l cam- 1290 1290 _ 1280
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1360 -___.__.__ .__._� __t__.. . _._ ._ . �___ z.__. ._ 2 _ �� _ _ 3 1280 _
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f (� /� [ I = 40'
- j -
I SCALE:S VERT 1" = 4'
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1290 1280
3 2 1 0 13 12 11 10 9 8 7
W
PLS z
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SCAM 1 =4 �� >
W Remo " Existing Signs and Place Nene If P L
� W h Tract 8295' s Road Are Not In Maintained
SCALE
11=40'
1 At Time of Construction, SCALE 1
IT
2 �0 0 System
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49_57 7" cs.'7C' c.3'r7 G.'!.�6 y — - _-_
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o 'I` f d� - - - ' --- ------ --- - % '
\ 9 �� AOJUST M.N. CONST. G. C.C. CUQB GUTTER PEc? STO. /�Vtp, //$ /)� I — 'l1— ------- ---- _--- — --- -- --
- Cow3r. pC'C. C.L/.P6 le G'TQ. PEQ STO. NO.//5 Z,G EX/_d57' /MSSTREET
FXtSTlN6 �J G'ON�'T. O.LdTN/CK AC• �37VEMENT t' � _
/A.IPROVE"elMr5 Bo��icode, ny fc� EUCITE .I. Ta GRADE ti ti �� I •
` 0.08�sa w AVENUE '� '- - - CHURCH NST. B-AC. BE.QM .oEQ 'STD. NO. //T
N®x '.98-W
AQ/U3T M.A! j� E CONST A .C. G'ROS'S•GTQ. _ - - - - ^-r- ---- - - -
V CO/��ST. O.ZO TH/CK A.C. /OAVEMENT
♦ TO GQA QE PER _157-Z> NO. //0 F t'1 L _ _ ' s
Ove
X;.5"
5f. 7
——_— *77 ,I 1 n} AOJLJ3 T M H.
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--- co .c. / w s N / /o a To G,QAGIE b`
63..93 63.93 63.J3" 63.J3' .?9. 7B. .�� �r.I/ •••• E R '/fc/�`_
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CUQB QE T. 3 I I �+ j ti
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a=sa•mss'cat" I I }' ' At c tct idn of r`Avglr n S�4[ vetef i at s.lrepary arta r•c it
the// /MAQOY£MENT f
r= 217.22" /1'1 Ag' t pro osed structu�l se ion shall be submitted
act Eng i neer to/,the Subd i v i s iof Sectfon of the� 2
Bernd rdin9'Count Road Oepartmdnt for revjw and evaly Ian.
A drovaj/will given when All stnccturdl sec�on require- 3' {
�nts have be n meti ;
//• zr ra• //• f 1
- a .r3• ,
-40
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ft :� of sro No „�
2:/ cur ae SSB SRADIM9 PLAN
O�• At- 7S S� /'1 /2• 7.8' ./• Q'3' Ix E/LL SLO of —— ��• ;A•
�y — —— j per FOR ADJACENT SLOPES
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a tel' C T. 17.2 C�TH/C�t A.C. PVMT. 3/QE"0. A ��Q
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4� � CONST. PCC. cC/QB�G'TQ. ,oE,Q Sro."O• //,S 3 TO. NO. /p��
SFE GRADING FYAN a�'� �tY � _� , •• i'UTUQE /nr�,Q�yvE,aNT
POR AWACENT SLOPES 09vr 1-107 3EF 6RADtltls P[AN
�A ��•: FOR ADJACENT SLOPES
t CO✓rJST. PlC.C. Y ilE
S S/OEWAGK PEQ CONB'T 0.2C3' T /CAC A•C �1vEMENT �
JrTO. A/o. /09 LC'O/V6r AC.C' CL/Q8t GL/TTEQ PEa 3To. /vc.//a TYPICAL SECTION CHURCH STREET
f /09 a O/�/JT PCC'.
SCALES•' A-1042/Z. /"=,0 VEQr. /-•4'
< a/OEw.tLK
STD. NO. /09 f l090
TYPICAL SECTION LEUCITE AVENUE ;
Hoe/z. /"v/0' VE,er, /-=s
ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0 N0.
., „ Q hanged grade gn� �'�mo✓e_ no Q_ C• ROAD DEPARTMENT TRACT NO. 8521 A[> No 1
i
y - 316 EAST E STREET - -
.� ONTARIO CALIF. 91764
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714-986- 5818 t)rQ�xn ® CHURCH STREET
FILE NO
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Q G = • U:A„ LEUCITE AVENUE
• DSe^- S o l
* Eiecrt^+men4tA B t s
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3U� nr?K REV'SIONI_q AN'R [),ftTE COUNTY EN151iNUR 15ATE- CUCAMONGA DISTRICT SHFET —z- of --�
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. 69-40 B
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_ CO^1ST /O LK E T NO. /09 /090 O CC. / WALK :' ..
CAL-
CONST, 0.20' T/-//C-K 4� I y. 1 ` �^ \~ 1 1 — — ` 1 II
tX/ST/NiG ) j'
OJUST M.H. ` A.C. PAVEMENT I / FJ
/Mx7x?0vEM wrs ro cQAOE MALACHITE NVE V7 AVENUE , �► PQ° h 16o N
�' YEW_ ,c�' 9'' EVA' N 8-9!40 ,.,, �t M��oVEtirENT STREET
Ey ,4Q/u3T MH M FY L T \� \ I A0J[/ST M.
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Ih CON'ST. AMC.C. C•UQB 0 GUTTER PEQ 'J"TO. /VO. l/-S / TO GRADE R=60.00' � � � (h CONST. P.CC. CuQB a GUTTEQ ,oEQ STD. NO. //5 A.0 PAVEMENT �r 1-
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a 1' Ts 49.45' �� =__=� V� -------�- - - ----- 1 �\ I 1
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Secti3r of theBernar 'go Counq�Road Dep�r#.ment a�revie d evaTul}tio .
J kwovallWl be gi-Vsn when �'•t.l structural sectiorr,requirZ�tnents ha been fiat.
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_ Le-�[ _�/_►�— _ Lam' "�CQR SEE GRADING PLAN
SfE GRAD/N6 PLAN 5 , .. '�'�R�+ O•x' 0�5 oi3 �j : FOR AA/ACL SLOPE
RVR ADJACENT SLOPE F '
SLA Or&/Ty •LlvC/ O./7• n� !S' f3LODL •
CONST. 0.217' TN/iCK A.0 AAVEMENT
&R. SPA DAW MAN B'C F B�� �srr &RADMW PLAN
FOR AQ/ACENT SLOPE �;:�.; I y;;�; FOR AGt/ACENT SLOPL� 5/DEW.tLK PEQ CONST P.CC' G'UQ6 ¢" GUTTEQ PEQSTa/137.// CONST PC'G'
.
STD. NO. /09 3/OEWAL K AEQ
CpQNST. PC'C• G NST. 0.2+D' TH/CK A.C. PAVEMENT 37-0. /VO. /0.9 S/094
Z106WALK C0/vsr. Pc.c. cu�B GurrEc? PEQ sTp.NO.//g moo, , ,,W�C TYPICAL SECTION YEW S`>"REET
PEQ STD. t SCALES: HOR/Z. /"s /O' ✓E QT. i ':¢'
/VO. /09/09.7 $/OEWi1LK
TYPICAL SECTION MALACHIYE AVENUE "ro'0-9 s le>90
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SCALES : r+o/7/Z. /"=/O VEeT / '=.a' F r.L.Q BOOK RE. COUN! Y Of' SAN ESE }-'NQRDINrl) F'� � I '
ASSOCIATED ENGINEERS � � � � �t � N�,
316 EAST "E" STREET -- DEPARTMENT
E �ATM
_ � .
.' 1764 �.-- � � Tf�� CT NO. 8521 ��� �:.
a , . ONTARIO, CA!_I Ft 9
4 ! s MALACHITE
EZ.aWr" AVENUE
1 C+f wed By W.� � � YEW ET
_� - G
t _ emoved 1`[crt-� _1 ` k�, ,9n�>;