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• GAN � kAL NOTES •
church Street I. Alli work shall be,done in accordance with there plans the 1%6 Standard 5pecification5 of the County
Trtncr 9 San P)ernard Ino.
We t. 5treet markers per Sar� Bernardino County Std• N° IP03 # 503A shall be constructed at each intersection.
.Cale 1"" 40' v s 3. All pipelines, or Sub.ytructurey of any kind ( telephone or power poles , water meters, valve., hydrants, Mo.)
Q s shown or not -shown on these plane within the limits, of this) 5ubdivisdon or in adj'accnt areas, where
improvement work is, to be done shall be removed or relocated ay required at no cost to the San Bernardino
Count Road D partmen t.
Foott,ill Civd. 4. Compotion te55 of embar�km nt construction , trench backfill , compacting original round , and all sub-
MATTERHORN ggrades Shall be performed a no cost to San Bernardino Count . County Stand rd pecifl ations, 5cctlon
LOCKHAVEN (9 D Shall be Super-sedcdoto read , he relato a compaction �f the I ser 0.s, legit to 1.5 feet below the
COURT COURT ,z %- C rading plane shat be 90 � in lieu of. the 9s, � compaction required o a mini um of 2.5 feet below
SEE yNEET N' 3 91;E yHE1:T N•_ 2 0 _ � � Iniyhed rade in Safe 5ta and Sppecifications ,5ect'on 19-503. A wrif n r por with these compaction
SEE 911EET - s, h� b y bml r1d ontrac A mini5tra�ion ivi5ion of }c oun9 Roa r
1 . .•- , A 1 N 2 � � e9t 5 a I e u tt d to th G ly d D }he � y d Depa tmcnt for
44 yE� V LL HE GHt 30 30 . �. t- p roval , prior to p�dcemcne{ of bac materials and or yurfacin
} DETAIL 5H. N- 3 , . y, h responsibility of adjusting manhoiic covers , pavinga� lrepair pporing re Placement in connection with
32 i R=to. -7 2 Ib tb t • i2 - 16 ib i 5Eivision Sewer line Installation w ill be, he res or'fyibilit o th ow n r 5h be
,� n=�o=°89', 0" � Arrow tiw . v t p y � e v e � all accompl15hed in
N T=2o p61 s r---� compliance �vlth Bounty ordinances.
1 L'31,4.7 - 'S � 14 15 �JU • 28 ... G. When curb deprc551ona arc provided for driveways', Compplete driveway con-Oruction will be required
" � .- 6 Rtz .00' R'2o.o0' s m * R'zo.00' � in accordance ,with Count Road Department Standard Drawing N° 126 related 5pecifi tions.
•X � R°2aoo' i a'1069-0•1o' 6,An°o9'yo• . � , 4 � • A*m�o'io` u � � V 1 G I N ITY M A h
T=19.94, T' O6', T l9. 4; T 1 % ;.�-�, : � N.T.5.
"I '� n`bQ0':Io' � L'31.36 L=31.47 i'' 3 L°31.36
.�1 '' L 31. 6 46.67 T.C. 46.9AT.C. o 44.o4tc. 3 t 44.00T.C. No 43.6JLC. 43.29T•C. b. A permit wi I be required from the San ernardino County Road Depar rn f prior to any encroachment
M . . 46.00E-L. +6.27 FL, �. :- � - -- 44.27 FL. 43.02 F.L. 1 42<62 F.L. -9 or con5tructi n within the Roa De artments ea ,eme t5 or ri 19 of- wa
- 4 . e ee.� ee.e4' 43.33 f L. -- .s p d p
Z ms's o - o ee.� e. �Vhcn roadbed has been graded to the approximate e�evation croby sction , all rocky lam y of
...1 € . . �Z : ': :' ' Z ':: - earth over 2 f 2 in site other ns,uitable materials Shall be re oved from the upper 6 of }he
o r?� . - I• N�; .� \ • _ roadb d 4 disposed of. in lieu o the above requirements the contractor a furnish ay an alternate
< a N� 4z R€� by > 212 o Clays 2 A.6. or presam led $ pr ;tested Impor o local material , free o ocks, which has at least
p t r
Q •. . -- 4 ,�is(2 y 163.40' ��"�`' v '�` `�� �`'`� N,� - N€� .� �_ �''�� �"'. "_ � _ ,� RCm c I;Y,1 , Barri ee the mi imam re aired "R" value on w Ich tY1C tract dreyign is bayed.
n 1313.9 0 t.
o . ; - e - l0. Ade ua a Stakes Shall be set by the engineer to enable the contractor to construct tht work to the
3 : I� 2 y H M LD C I< _ N �9 s,4 4s,"i% boo.to .5T R �T _.......... 1 Ibt. I rove nfs Ian grades.
F� e + _. _ _- / 1 11. �ub-grade ytake5 , driven to the pavement sub- ade elevation shall be Set by the, contractor or
`✓ - N -- en ineer, The takc-7 .hal) be Set at all hinge , e I c of pay mer� # crown oints within 0.01 foot of
=s -;.'I.. -- sub--grade eleva ion at not more than s,0 inter a(s. Addl ional ytake5 may be n eded att warped
''`� - or vertical curve arc 5. Sub-grade ytake5 shall be In place prior to paving to permi Spot checKing of
c -20- 5294' IV 72' 72' It 12' 12' 12'
. .
d
Z , 45.99 T.C. ��'lcF� 1 9 42.69 T.C. 50- rade by inspecting personnel.
CC o 45.32 F.L. 12. All 56wer w ter mains laterals, shall be con tructed to a ch in iYidvt�I lot prior to pavin
R'20.00' 42.02 F.L. i p g p T tt1 l g � ��
Z � � o=x,=o9'W ` �:- �.; 1 I6. "At the co plc Ion o avin a material9 r or shall be - mute C Gor trac 5 En Inee of the
t". � � T o. 6 C. '.1 4-• -� San Bernardino County Road Department lisping II tes.t5 r eterminaf�ony completed to Yerify
-*� L 31.41 Q
a (A} R-YdiUe , Sieve anal sis sand a uival nt o aggre te• as,es.
6) 9tability , oil conten� F Sieve analy5ih of asphalt 5urpeacing . ,
6 36 35 34 33 32 31 30 29 � 1k. �ENCH MARK- ,.B. co. 5ury yor P�.M. N 9 1 , bras,. disc In 2 I.n. at y.�Y. tor. cont. headwall In E• of t
o N G H U RC H 5T RE ET Turncr Ave. 4 s,2 N. of Church 5t. �LEV. - MP1. 14-6
z Q = Z > Z ."
R�W 30� It s,0, R�W Construction Notes . q- = ". C, o
v .il Lr ,.� u = CO o :'
-- 1 Const. 4' Sidewalk Per Std. N° 109 k N' 109a, U7 yeeeR Detail s F-- � s � z of
t2 1b ib 12 2 Const. 30" BIocK 1Vall Per std. N° 301 she. � -3 J� L ka .
os,' 4' 7.s,' b' 12' t2' 6' 1•s,' *! 05; 3 Const. Curb & Guttcr Per Std. N° 11y. _ HEMI 066 STREET J__
Sheet N° i--�
a- Const. Spandrel 6� Gross Gutter Per Std. N° IID.
y sidewalk Transition per Std. N°- 30 2. I N DAX MAp
I4it: I' l.Cyet ��� LinC o�� Quo o N.T.S.
6 Const. 6 Nock Wa11 per Std. N- 301.
eonyt. V -4idewalk Per . o: o '1�" 1� - t _ , o .. . FIELD BOOK REF. COUNTY OF SAN BERNARDiNO STREET PLAN & PROFILE w•o• No' 11 12 b
a: o:
Std. N l0e �. N° 10ea o ''. '��' ... � ROAD DEPARTMENT
std. N?1091dILI N°109ar �'' 3 pt ' HEM LOCK STREET
+ , .o•: '4 & e.n.gi � e.e.ri n g f•B, DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ROAD N0.
GonSt. Curb k butter . Gonyt. 0.17 �•c. Pavt• •••,.
Per Std. N! 11S -•- - -••••....Const, Gurb d Gulter _� Si>f *1 g e-H cK G
Over 0.33 Gl.•][ A•o• Per Std. N° lis � � � �'� •
SART BERNARDINO, CALIFORNIA CHECKED BY: 1'i5 FILE N0.
TYPICAL y E t✓T i O N suBMrrrEo eY C•D'E• ASST. CouNTY ENGR.-ROADS DATE
RECOMMENDED/APPROVED BY �� '
/�,J7 7Y- DRAWN BY: 1 Added r,omp5,Ramr DCta il. 5truct.5e�"t•11 13 C # /1(�Q ?� T R A Ci T N 0. 8 6 6 8
H �M EDGK �TRE�1 • M ATIERHORN COURT P�{II+P E' R(!wN C.E. 186%9 L DkTE �H. A! fi.IC. MARK REVISIONS APPR SEDATEST.oADc�IONER • ENGR. �DaTE COUNTY ENGINEER DATE SHEET of 3
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St;E SHEET N° 1 SEE SHEET N! I
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POI\ TYPICAL SECTION- W. SNE.I;T N° I
;
K ! �I I �. R�1Y Construction Notes
12' 1b' ib' I'. 1 Const. 4' Sidewalk Per Std. N° 109 C N! 109a . . -
I.0y' 4' 6' 12' 12' 6' 4' � Const. Curb 6: Gutter Pcr Std. N' 115. s
e9 4 Const. Spandrel L Gross Outfcr Per Std. N- 11J.
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const. 4' Sidewalk Per -: --- 4 : ._
Const. 4' Sidewalk Fer..•. Std• N! 109 & N° 109a r r FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET PLAN ek PROFILE W.o. No.
Std. N°- 109 N°- 109d o . •I P,� *� o , 1.D.
�� �• , tannin" ROAD DEPARTMENT
s . urb �.' Gutter . onyt. 0.17' A Pavt:.. •. Const. Curbo Gutter ,_ en gi n c ea ri n Q� B DESIGNED BY DRAWN BY CHECKED BY M AT TE R H 0 RN C0 U RT
ROAD N0.
con t C Over 0.33 Gt-•1 A.G. Per Std. N 119, Ili APPROVED BY
Per Std. N° 119 .....•
1 � � . -4 • 5 �� 1 BH �" A� LOCKHAVEN COURT
TYPICAL, 5�G•TION CHECKED BY: FILE N0.
0 SUBMITTED BY C.D.E. ASST. COUNTY ENGR. - ROADS DATE
&AIV $FRNARDINO, CALIFORNIA P.6. REC MMENDED/APPROVED BY WCn• N�' t S
LOC K H AVON GOUT �• • 72 DRAWN BY: Q Added tiompy Rom DCtail $ 9truot.5ec. IL VVI. n 13 3 /
_ x__11 6 ?3 TRACT N0 8668 SHEET 2 of 3
IiiLIP E ,RCIWN U. 18179 DATE H' d 6'1�' MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY ENGINEER DATE
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17- 1 sI 1 1 � s no abrupt changer in elevation or angle of Slope.
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I NIS of ?3� - • f inieh transverse to the axis of the rarnr.
�1 � �i of +I� o' Turner Ave. Exist. future cul= �. Prior to the installation of any aerial or underground CHURCH 5T.
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hall 10 RGmain N I I 1 I -I _ _ ,� A17'A L •, 4. 'fhiGkne55 o f concrete = 4 inches minimum. �,r•�'
are wired at all corners where curb
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Vert mein o I : ,� r SCa I C t 401.
4ffr1*,�4 @ 24"o.c. _1 i J 41,.,2 I '12,_' \t • . • . , ,
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.a V 01k, - O 6's 1I . , (::) t •�� I � �+ '.• •� �D' 10 6 Wall
Finished Pavt. N Gon3t. 24"Clock Nall Pcr Std• N' 301 (Mod).... ** ,( 22 33` s, �'� --- 6+12.40
:c Place Mortar In All Vertical Joints •••• •1. - ...m...- �,7,77- ..7 - --. :,:� �`'•.� 44.1
N ••r1�- '-Q Ot R=5'�0utq,ide Face) Q K- '(Dutyide Dace) Z al
0=90 ooroo x a=116.33 �4' -0 +07 Driveway S..
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Z .P.#13770221% 70 s'14 ti� �� �� . P.P.#I377023E To -W- Fff 13770ZIt To Remove t xi5t. Rubble \Nall' �;7. �� �'- i iti r
3e localed „- Bim a"'�� ����' a'�`' his 6e Reiocated• Deadman Relocatted �"� w'V, n'To X. wall
Transition Sidewalk
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Remove 11 Of t;xlyt. Rubble ,r I.,
. ,: ;i: ♦ / 1
\Vall To Provide for - =�. I 19K�,Z°C.F.) �. � yo.3e' by._! by.�r K ' I 30" �Yall
1 65�1' 65.61'• 10 96' 40.20' ..� 9f .`I
Driveway Opening L EQ, 42.60 T.C. 44.43 T.C. 2 f' 45.90 T.C. (f2"C.F.) 1 3 6 56.14 T.C. �' - h`3318,
I � 10 41.60 F,L. 6 43.43 F.L. u ,t . L 2 44.913 P.L. y5.74 EL. V z
Grade Approach To � to R=20.00' z�: R•2o.o0' (12"c.P.) 1
provide Access •• 59 log A-y °o�'yo" ��_ o A.�9°yo'10" 5Ef WALL Hf,Iti T DETAIL-THIS HEF,T >t'�°- I) HEMLOCK ST.
f✓Or t:xlat. (h'ive�va �- IN•_ 7-2 ,06 _� �:N , --� L/ : Nu� T- 9.9 �v� �\
. g 1�= l=31.47' .L �, , I o u. L= 1.3663 'v Ja 6 _3
t'- lou o s ` ~ .v R=2o.00' 4n No I = �j'h'
3 6 �-� S � ID- 1 2 3 4 5 6 AT:Worcv 7 W.064z Q, 1 I c�r. �I 20.00' 10'
FuturC It 16 lb 12 5 It 3 ,c . va►1
W. 1Y 44' It 4.*# E.R�W
I Transition SidC�valk
44' Pcr Std. N° 302
30' 30' •w ••I Transition From
12' % Lxisi . 32' x, 12 30 To ro IVa I I
= yW 5L, 59HU,T N°- 1 5f,f, TRACT N° 6520 01�-�4-J
oy. y a 1z IZ t2 y.s y 1 y' Const ruction Notes SHEET 1
xcmove Exist.
0.67' 1 GonSt. V Sidewalk Per Std• N! 109 & N" 109 a . 7O see Ramp Detail this ShCef. -
Rubble 1Yall .-Nat. Gnd. o.b3' >r
End j 2 Gonat. 30' �1ock Nall Per Std. N° 301
� �
L---F-
n . Const. 6' Mock Wall
I'� �°0 �s Pcr 5 td. N� 3o t From 3 Const• Curb & Gutter i'tr Std• N' t 1 y Mod ified (rc-P)
- }G �O' Level tine 1I�•:13 5ta. D+o2 To 0+19.54 o _ 0+02-`__
v } `) M 0 "�-��' and yta. 1tM,5y4 To 6+iL.40 4 GonSt. Spandrel e. Gro55 Cutler Pyr std. N- 11J.
L. g - Loo o+ o y Sidewalk Transition Per Std. N' 502 . �VA1.L �16H7 'D�7AlL
T- - % .. Const. .9ideaalk Pcr H
�� Exist. Pavt.•• Std. N- 109 & N9 109a @)- GonSt. 6' block Nall Per Std. N° 301 -
Feather Pant.
2' MIn.0ve,r••••• . - - , I _. - . , . -. . . . . ., -,.. - - FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET PLAN & PROFILE w.0. No.
• Future Improvcment5 Exist. GonSt. Curb e - i
&: Guttr �r ` ,, w. # ROAD DEPARTMENT 7t t2 . 0 i
GonSt• 0.17 A•G. PAVE. • Std. N2 115 MOdlfled (12"C.(-) ! planning
a n n i n g ROAD N0.
Over o.33' GL. A.�. -• ' TURNER AV E N U E
,� en g1 n e,e r!n 9 f B DESIGNED BY DRAWN BY CHECKED BY APPROVED BY
A.
surveyingV.H. G. K. FILE N0.
TYPICAL 5 �C TI 0 N CHECKED BY suBMITTED BY C.D.E. 11
SA14 RFRh/,d 1[7�I'�tO) CAI,IF0YtNIA Pb.
ASST. COUNTY ENGR. - ROADS DATE /��
? U R N E. R AV N U DRAWN BY• RECOMMENDED/APPROVED BY
_ 17 z Added Rama,Ramp Detai I ytruot. Sec. IL' 41 C 1� 3 � �; TRACT N 0. 8 6 6 8
_ sHEET 3 3
!'ilii. �, E °,*;OWN C.E. 1Kb J9 DATE 6,H: �' 6'K' MARK REVISIONS APPR DATE A ST. ROAD COMMI IONER - ENGR. DATE COUNTY ENGINEER DATE
f - -