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EST11MA 7 _ OF QUANT 1 TIES
/TEM DES'C'RIPTION 424YKAT17Y UNIT REMARKS
SITE PREPARATION _.. LUMP SUM L .S. INCL . MISC . REMOVALS
2 . EXCAVATION 8 GRADING UMP E URADING PLAN
3 .
CONST . (),25, A .C . PAVEMENT S .F . SEE GENERAL NOT 8
4 . CONST . ► A .C. PAVEMENT 102, 121 S.F . SEE GENERAL NOTE 8
5 . CONST . ,4S II AGGREGAT A 1I SSE GENERAL NOTE a
r =; NST. 6" P.C .C. CURB 8� GUTTER 1 504 L.F. PER STD . 116
ONS " P.C.C. CURB & GUTTER 4 q L .F . PER STD. 115
' T_ 12" P.C_C CURB T 38L.F. PER DETAIL SHEET
9. ST. 8" P.C .C. CURB ONLY 63 L.F. CURB RETURNS
NST, P.C .C . CURB ONLY (C.F. VARIES 317 L.F. CURB RETURNS
' T_ P,C_C_
SIDEWALK
9S.F. PER STD . 109
ST_ P_C.C.. DRIVEWAY APRON I S.F. PER STD. 128
' ST_ P.C.C . CROSS GUTTER 8c SPANDREL 2,964 S.F. PER STD. 119
14, CONST . BARRICADE 2 EA.. PER STD. 0
34 �AEELB_AME�IGNS 6 EA . PER STD. 3'C3 a 303A
• 48 49 62 63 � ,
E_JCINO 67 . L.F. PER DETAIL SHT. 2 8 4
17
CONG CURB _& wa R MO 3ELLMAN AVENUE
L.F.• - — —
33 ST�0NC_BLOCK WALL (HEIGHT VARIES I 125 L.F. PER STD . 301 8 302
36 4T so ' SL_MMC_...BLOCK--RET —NALL`1NEIGHT—YAR 1210 L.F . PER DETAIL ON GRADING PLAN
s ► ' 6[ 64 UST�►1 ANHOLE5_TO RAO 10 EA .
32 w y
OUTS TO GRADE 1 EA.
a 37 T CONTRACT
46 51 60, F- 65 74- ��QRANT 8 VALVE BY OTHERS I EA . NOT IN CONTRACT
1V' 'S.B.C.D. 31 W I F _ 24 . DRAINAGE OUTLET STRUCTUREEA
c W INDEX MAP WNDRAIN 5 EA . PER DETAIL ON GRADING PLAN
38 45 J2 59 U) 66 73 NST , 2 ' BAFFLE WALL 80 L.F . PER DETAIL ON GRADING PLAN
22 234 fP
30 f W '
Z 25 z
a � 39 44 a 53 58 67
29
�� 0 71 '-
-27 w 00 40 43 rn 54 57 z 6e w
3 0
21 20 Ig 41 49 o= 55 56 —� = 69 SCALE: /" = 100'
Q
w ��P SHEET 1 ----�-� SHEET 3
Zi
I '
= MONTE VISTA STREET
=
17 `r 13 l2 t t Ta _�A 8 T 6 5 4 3
--- _ GENERAL NOTES
1. ALL WORK SHALL OE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS.
Z. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
c
S.
ANY ANY DAAMMAGECTOREXISTIINGING FACILITIES RESULTIINGTHIS ECT SHALL DIRECTLY ORMIND�IRECTLYRIZE IFROMFH,IS OPERATIT" THE SITE IONS,AWHETHERLORENOTTLELY SUCHRFAC TRLE IES ARE
f SHOWN ON THESE PLANS.
•. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
t
! t •
5. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
i. COMPACTION TESTS OF EMBARKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING ORIGINAL GROUND, AND ALL SUB-ORADE SHALL BE PERFORMED AT
NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THEE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS
ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
7. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD
DEPARTMENT LISTING ALL TESTI OR DETERMINATIONS COMPLETED TO VERIFY.
•
r (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
(B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
11.
mit = THE SUBIJMSION SECT tai DT- THE SW BERNARD7N0 COUNT T ROItII IIEPiCRTritERT FOR REvrE1V Altff EYALUATIO]C: 7CPPRZJY?iL
WILL K �TVEN WREN A-LL STRUCTURAL SECTION KMIRfMENTS H"AV'E BrMVET.
t. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS.
10. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
NXTEENTH STREET
WGNONETTE F, -
W
W
I STREET y
Q
TRACT SITE .
MONTE VISTA CONSTRUCTION BENCH MARK BENCH MARK
. AL TVA
_ STREET
SPECT Nt3't'1✓ FROM ISR TE E>i�naTlVf'ER 'PD CONTRACTOR
SET RIR SPIKE IN TRANSFORMER SAN BERNARDINO COUNTY B.M. NCI. 8-32
CIELTT 0 ST P.P. NO. 390522E 26' RT. , Contractor agrees that he shall assume sole and complete responsibility for job site
0.8MI, N. ALONG 19TH ST. FROM conditions during the course of construction of this Project, including safety of all persons
• STA. 9+62 AMETHYST ST. ARCHIBALD AVE. AT SE CORNER OF BERYL AVE, and property; that this requirement shall apply continuously and not be limited to normal
—' ELEVATION: 1453.05 8 19TH ST.. 22' S. OF t 19TH ST.
working hours; and that the Contractor shall defend, indemnify and hold the Owner and
a LA VINE STaEET �l ' E. OF BERYL AVE. , BRASS DISC,IN the Engineer harmless from any and all liability, real or alleged, in connection .with the
LA RONDA ST r performance of work on this Project, excepting for liability arising from the sole negli-
f TOP OF SE CURB RETURN AT EAST END. genet of the Owner or the Engineer.
ELEVATION: 1524. 702 ,
LA GRANGE STREET • � -
e7 07(e
VICINITY - -- rc 7-3
MAP � 4¢
_
3 E
T. I . SCHEDULE IO YR
SCALE: 1" = 500' _ ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN OERNARDIIVO IMPROVEMENT PLANS W. ° NO.
ROAD DEPARTMENT
HELLM N AVENUE V l
AMETHYST_MEET TRACT NO. 9280
' _� � -T
316 EAST "E" STREET ROAD NO.
MONTE VISTA COURT CI•s;pn•A By Af IROVED BY
KIRKWOOD AVENUE ONTARIO, CALIF. 91784 Drawn By 3• ta 1 GENERAL NOTES, INDEX MAP
LAYTON STREET �S '� FILE NO.
714 - 986 - Sala
ONYX AVENUE fl' ASST ROAD COMMISS1O1CT' (LACK DATE AND ESTIMATE O F QUANTITIES
cn•ck•a By c.t'
' R•commtnA•d By
R.G. E. 7344 .DATE- /'RK REVISIONS APPR DATE COONTY ENGINEER TATr SHEET _L_ of F; '
75-'73
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. CON NOTES 40• ,. TQA��IC ,eATavGeirE _L AYT ON STREET ,sANo ��..�E ����,, �,�,+r2. - _
l�, - CONST. A.C. PAVEMENT PER TYPICAL SECT ION. ONYX AVENUE p, • �? - ` - , .
B"Cv�e� FA eE -�•� f>s,i �.
- 2---- CONST.6 " P.C.C . CURB 8i GUTTER PER STD. 116. `t ,0III /�v4wr 2*4 B,f a���'i-owl6) I I , f �,
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6Q- CONST. P.C.C. SIDEWALK, TYPE "B", PER STD. 109. r$ �s �¢ `''' •�s% '
7. CCNST. P.'C..0. SIDEWALK, TYPE "C", PER STD. 1 G9. � 7' /�ls' /t8' 7' e s,�jv cvr .v,rzE of .v,",.n,�.-rer,vxrvxrC.
1% I ,6.5 /2. S S5' S• 5 �2S G.,
Q- CONST. SIDEWALK TRANSITION PER STD . 110. - �c/ort : .qct iMvrvvE.hE.vr> >Now,v Ivey
OF Rlw � oc- -ox PATE 7NE
- _ - - - - ? ` .4 /rE-W,&'0 O/L/TY 1F VYIE ~110e __.,_
10. CONST. SIDEWALK TRANSITION PER DETAIL ON SHEET 3 t
1�, e � � .- �" � �i '� � ��O,C CONT)PACTO,e. pf.0 GlTY _ .___ __
gL o� 9�ie�� 11. CONST. SIDEWALK RAMP PER STD. i !0. OS. \` o I D.S' �-- - E,Ef Ns�jM�Co✓E�NTf. 4 't,r v92sA59 ,e av wis PEQM//-___
t I ' \ f":YCe `� t bX j "� AtASIMAtA foo,Vler
VV 7 O S �Q !//�� O/�' OO5' D'S' ",e C/ry f TD. /07-A AAWA'/ 4 `
r 12. CONST. P.C.C. CROSS GUTTER 8i SFi�NDREL PER STD. 119. �- 6,,,�f , 4"/�-STEEL !/NpElO.P.1/N �� � � Y .
t fd.P G!/AL C./. PioLf % *"" T.-111,4 ,E.t TL0 6.1..7!
.4�f p ,/NO F•1•IM� (L EA PRIVATE. _..
b /Z' /f8 /�' �• •e ADJUST MANHOLE TO GRADE. 7 1 �►
(. SAW=cvTE,rEMsVE `*� 1 --
y 4•o' a..5' /2�-' S3-' •5.,51 /,�-s' ao s' 4. o' v @-::-- ADJUST CLEANOUT T 0 GRADE. �l * peve,rI /1'0 D„re,,,,�.o,AI TS
7 A swo E.�ACE As s,Yors � 0� !y � T �
QTWN. SeTTOM OF Iv/N6f � -
`I. C k t 0- CONST. 8" P.C.C. CURB 8 GUTTER PER STD. ,115. 2 Goy sf o. 2n �o/$vrisfn1f Z � a
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! . - 3 //iJ7� o. to I�c� Pa���-,� - U y ��0� ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY of SAN BERNtaRDINO IMPROVEMENT PLANS "' O. N0
o� so ' ��SS �� e - �� ,-5G! �4-111,� � � � �t� �, ROAfJ DEPARTMENT TRACT N0. 9280 Na.
,'��4. - ' W � 340 f 316 EAST "E" STREET P off:/L G� le 'r, /� P 1�� A OVE[] BY
W F- " � 3 o /V/IV M�,�4-Al a e OE.0 r/X TE-11;e` 3 Designee
s�a ni a �r L A Y T O N S T R t t T
/� • EXP. 6/V30/94 ONTARIO, CALIF 91784
A 7YyPI64L S'�G"rlalll _ _ D�twr, s c�C 9s 3• ce_-m FILE NO.
it r* ,q� 714 - 986 - 5818 a,.�iI m ,a• /17= , ,„ As RO COwtMISS�OH�. DATE ONYX AVENUE .N
S'c�/mss. /./Os6��� , /- 4 l�cr� r4 CIV11- .
rc ��� x,10 "v .o" M-147Retrrnm�nQtesr ALTA L0MA DISTRICT
7344 +i.A RfVSKN�1S AMR DATE u � ET 6 d 6
R.C. [, DAT E
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