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{ ) 1 NO ;� a ' 2. 19,72 B .f. A.C. Pavement (Jasper)� _ _ _ #} �� o � f , c� a 3, 42,061 a �f. A.C . Pavement (interior streets)
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� _ _ i 4. 662 l.f. A.C. Berm
ifr� r I 5• 3.571 l.f. B"P.C.C. Curb & 18" Gutter
4- %.9 p 0 �., � � � I 6. 63 1.f. P.C.C. Curb Only
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{ 1 i 8. 4,360 s .f. 4" P.C.C . Driveway Approach
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I - - 1 0 3 Sidewalk
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31,42 { # i I i I -- - i1. 126 1 .f. 2' Hiph Concrete Block Wall
12. 4 ea Remove.E Guide Markers
1 •4' I 1 2 ea. Remove W-1 -R S
1 . 2 ea. _g iFn
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Remove CW 9-R S
r d1 Cel e # 15. Lump Sum Remove Palm Trees do Stu .
I I c`' curb
# 16. 1 ea, Remove 20' dia, Oil Stora Fre Tank
P i
an C ase '
d PCC B
(Road approval oP these plans does
. { Department
not include the above quantities )
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CURPS M. DATA CURVE DATA PLAN`sSCAI.t GENERAL NOTES • �
D=90° 6=36 52 12 4
SEE SHEET 4 p1�10 P_ 9=55 Ll 55,19 -'� - SHEET' I L TRAFFIC INDEX 5C ECULE 1. All work shall be dome in acc rdance with' these plans and the S" Semsrd'ino C.ao4g SWsr& and SpeCtfica+iiMM
gp' 30' I L S 81,42 ,t s Cb R• G2 L.39,90 JASPER 5T, TI
=
RSA NYAN 5T, $'S 2. Bench Mark Data: Drive pin and County Surveyor Tag in top of curb at Southwest corner 19th St. , and
I 18 18 II '� Ej w SANYAN 5T. TI• ,$ i Carnelian St. , 48 ' West of centerline Carnelian Street, and 21' South of centerline 19th St. , 2 ' East of
�� 4 A .,,&�_ ¢ HOLLY OAK DR. T.I,,- j West end of B.C.R. ELEVATION: 1566. 536 C. S.B..%4. 8-33.
`1• �� "d� tT �.� MANDAR)N AVE` ,h = 3. Street markers per San Bernardino County Std. No. 303 and 303-A shall be constructed at each intersection.
j ---�--� -o a; 't se AMDER WOOD D R, T I 4. A11 plpefiir,Cs or srbs}cvc�vres of eng kind and lephone or power potes,wsies tne4t!r� raw",N4 r*t s ek,shorm orwo Stewnot�*rw danss'"ii%in %e litin�3 0f +his
II ' II
0-4- u a v Q s>t subdivision or in adjacent areas where improvement work is to be done shall be removed or relocated as
�, required at no expense to the San Bernardino County Road Department.
on In d a t� C' V `c N a o S. Compaction tests of embankment construction, trench backfill, compacting original ground, and all sub-
I II I) I C �� F O grades shall be performed at no cost to San Bernardino County. County Stand4rd SpegificatinnR c Otion CP �
VQ 19 6 shall be sopeF-seded to read, "!Plie welative eempaet4pn ef the layer 0. 5 feet CA I feet belew the
I _ �" 95 perGent eempaetien required t-
gr-Ading plans Shall he 90 pergent in liew A lum of 2 . 5 feet
r J A written report with these
0C 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.
Q 6. The responsibility of adjusting manhole covers, paving repair, paving replacement in connection with sub-
I II \ r r' MANAARIN AVE, division sewer and wa4r Me ins�slla�ions shall be +he. responsibility of the owner, and shall be accomplished in
vo AMPLER WOODti a�� ^��aRIVE 2t23,t�0 u
--� .--� compliance with Ordinance No. 815.
`�' 7. When curb depressions are provided for driveways, complete driveway construction will be required in
A.C, Pammen�r ,,� r SHEET .1. accordance .with County Road Department Standard Drawing No. 128 and related specifications. .
CURVE DATA s. -
I) (� I \^\ per •j plCal 5ec'�1Qn ^.tea' 0 i rt r ding, t'�k-z"'.rateria!9- �'t, �-tl,e proposed -at-ruotural a-A-ot-Jon ah4 � e oub-
�(p -- ____ _.___ •�`? A• 253 4424 Z -
I _ �!!''�e�$y t�t]<'a£t engineer �-�i„ c,,L.a;,,, s;r,., cer.+-;„n r
`���' FL Rs45 La 159,2E a ��:�, and e„a�,,,,-; -Approval will he-given- when��1
Cb R= 3a L= 16R,19 _J 9. A permit will be required from the San Bernardino County Road Department prior to any encroachment or
construction within the Road Department ' s easements or rights-of-way.
II '�► 1 _ �s W Q 10. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the-plan
^ ;in - a V grades.
I) I ( I v -4 r G Z.� X 0 �1� 40 L, E 11. Sub-grade stakes, driven to the pavement sub-grade elevations, shall be set by the contractor or engineer.
I I II W `U V 0 co e 0 ✓�t� a M Q N A �/ E, The stakes shall be set at all hinge, edge of pavement and crown points within 0. 01 foot of sub-grade
II Q ' I in 9i► ; elevation and at not more than 50 foot intervals. Additional stakes may be needed at warped or vertical
II Z I II v c3 + �d 8 curve areas. Sub-grade stakes shall be in place prior to paving to permit spot checking of sub-grade by
a a- inspection personnel.
I I I O g •rte 12. All water, sewer and gas mains and laterals shall be constructed to each' individual lots prior to paving. ' ,~� �' OR N G I-
4- g�- j 13. "At the completion of paving, a materials report shall be submitted to the Contracts Engineer of San
� II G� a Bernardino County Road Department listing all tests or determinations completed to verify :"
VCT V d -� (a) R-Value, sieve analysis and sand equivalent of aggregate bases.
CURS RTN, DATA CUM DATA � NnEX �, vICIHITY M l�� (b) Stability, oil content and sieve analysis of asphalt surfacing. " .
L 150 k%W151' 11" ScsLi 1" 200' E 14. "`When Asphalt Concrete is placed on native soil which consists of a rockymaterial the subgrade shall be
= t -r- =- -• �� ... ....__,..Y.•, �:...1 - - ----- - prepared by removing all rocks which protrude above the subgrade and all voids or depressions shall be
Cb, R G1 L 39 90 S CIAL wore '=> M I tvATE EIIGINBER '10 toltTRAc IC• i M
filled with a fine graded material of a quality better than the native material. "
Contractor agrees that he shall assume sole and complete 'bili for 'ob
L,&51,42 R. R+ 55 Lt35,59 g p
a site conditions during the course of construction of this Project, including safety of all l _
I persons and property; that this requirement shall apply continuously and not be lim-
15' 'a 5 I ited to normal working hours; and that the Contractor shall defend, indemnify and
* 'S 4106WAi.1( hold the Owner and the Engineer harmless from any and all liability, real or alleged,
in connection with the performance of work on this Project, excep ' f Ii bility 1
1, 4 5.5
6.5 12. 5 4` 1,5� arising from the sole negligence of the Owner or the Engineer. - - r-
. DATE ,.R ,...- ._...._
-,- O,SS' 011 c O,�l3' RCE 8205
gape
114"' '
14"' 1 LEVEL. -33 � I`INt stpPE YCII ANDREASEN ENGINEERING COMPANY FIELD BOOK REF. COUNTY OF SAN BERNARDINO TRACT NO, 8955 W. 0. NO. ty
COns}, 4"%t 5iaewal - c, , : sea N, PARK Ave _ s
per Sid, Ioo�Typ� °D" CCfils�, 4"PC,C, 51at�w { PQMONA,CALIR (114) G13-ISdS A dd•�__�fCt�t_ ul�/ r_ it�n G If-1 { STREET IMPROVEMENT PIAN ROAD N0.
Cons+, O.Zo A.C. on n4t«e a k ROAD DEPARTMENT
P A R T M E N T
DESIGNED BY DRAWN BY CHECKED By CC1ns�, pC,C, Curb � , - & per 5�d, * 1A9, Tyke "6` - Wl. T.G. APPROVED BY �Mg�R W�t7� 'J�1VE
Gu+F er per Sid,* I15 Cans}. PC,C,Curb 4 ' ♦ FILE NO. j
TYPICAL SECTIaN Ctu4tr per 5�d, 115 jQ lkt,%. � SU9MiTTED eT� C.D.E.
ASST. COUNTY ENGR. - ROADS DATE j
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z A M 61�,.t WOOD OR ISE RECOM.ME NUED/APPROVED BY - - -
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MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONE • ENGR. DATE COUNTY ENGINEER DATE SHEET i of
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Q LU A-90"0'1'59" as90° 01' 22" 0- 8°V°58'38" � NORTH LINE LCIS V3 430
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T=10.05 La 31.42 1.s 3� 41 IS +14:20 +0 1l-k-00.30
L: 3 1,441
T%20.01 T b 19,99
AND&SASEN ENGINEERING CO. FIELD BOOK REF. COUNTY OF SAN BERNARDINO ' w. 0. No.
aso N. fARtt INENUE 1Add��- #xc�t�ral- port--- `�r�6 ROAD DEPARTMENT -� TRACT N0, 8955
I , POMONA CALIF, (114)623'15'5
DESIGNED BY DRAWN BY CHECKED By D STREET IMPROVEMENT PLAN ROAD N0.
APPROVED BY
IbANYAN STREET FILE N0.
_ R.tte, 06 -- kSUBM}TTED By--A&--A C.D.E. ASST. COUNTY ENGR. - ROADS --- DATE
F • _ RECOMMEND[WAPPROVED BY l - �• o
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MARK REVISIONS APPR DATE AS, T. ROAD CO ISSIONER • E - DATE COUNTY ENGINEER '�.# DATE SHEET 1 of 4
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J — T ANOREASEN ENGINEERING CO, FIELD BOOK REF. COUNTY OF SAN BERNARDINO _
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,.� { C�nS�r 4 P=C=C. SlpeVvatk i � l�ev�s�L7��_Se�fian� ,_� A►CT N 1955
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Fufi.IrC PCC,CUf`FS �.+'.� ._ ® • � - FILE N0.
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per std, t 15 � J AS P E A 3T R Z ET
TYPICAL SECTION SUBMITTED ev�� C.D.E. ASST. COUNTY ENGR. - ROADS DATE
N, E4,tt5
JASPER S` 9 EET /-a V- 7� nA� RECOMMENDED/APPROVED BY '
' MARK REVISIONS APPR DATE ASST. ROAD COMMISSION ENGR. - DATE COUNTY ENGINEER DATE SHEET of 4
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I1' 18' 18' 1Z' `" ANAREASEN ENGINEERINC1 COMPANIf FIELD BOOK REF. w v. No.
12:5 5' 11,5 6, ' 4' 1.5'
COUNTY N E TRACT NO, 1'55
San N. PARK pveNUE / /
�OGBP .tT/. 1ec_�1o1Z
0.5� 0,11' . 033 � ktMe7NP ,CALIF� e,+4 X23-+5�5 ' � --� ?�'�'�-�2�'���� ROAD DEPARTMFNT
LAP 114":I' LEV6� llt� SLM M4"�1 ) ' STREET IMPROVEMENT Pl.AP1
--- DEI IGNEO BY DRAWN BY CNECKEn BY APPROVED BY ROAD N0.
Cons: PC.C, S+dewalk �. ,. s N O L LY C�A KDRIVE
per Sid, � IC°�Type"�" Cons+,o.zo'A,c,pBVemOm; h COr1S�, p�C•C,gIGE�i k �j} � t•G• FILE: N0.
Cc�n �, P.C.C. per Sid• IAS�TyPe `6"
CM;. Curti � � Kc.>c• 05 SUBMITTED er—lJ._� c.o.E. ASST. COUNTY ENGR. ROADS DATE
Qu4er per S4 lo115 TYPICAL SECTIAN Cons}. PCC,Curb MANfJARIN ARIVE Dw -
RECOMMENDEG!APPROVED BY
P Qu++er per 5�d, + ll5 li�c� 7.� AAY> ` S(t+K
HOLLY OAK DRIVE � MARK REVISIONS APPR DATE ASST. ROAD COMMISSION ENGR. DATE COUNTY ENGINEER TE SHEET 4 of
,