HomeMy WebLinkAboutCivil_004_070121grading plan ---------------
- otl 0.OpPcp1IPc6,V,
'AN
%
qjep� \p✓AE
4.8
O0111b� ''INNS
F�5.
011
I i na
a8. e°ryva°saerCd ,�� I Fr I fp eo5- IN^
Scale: 1'=30'
I I 30" 60'
l°o �pS�:pY�,
48O9y �� / a \o I`I I\ �O �j IA
IiI1
0fJP0f p
----Qlsj�
I " --------- 1 {�
,gy `0•�_r-�0•,gyhg
,�(M
'y'� 6GJ,
�9e- General Grading Notes:
o _ / ets hg �� IiI
'pe guPK� -��" yx e96 =l°' �Ory �69p' �� 0�,_I. 1. A//grading shall be in accordance with the project geotechnico/study.
/ �t6a5e° y o;
2 Cut slopes sha/l be no steeper Man 3 horizontal to 1 vertical.
B 0 -a8fO--9__ I 1 I l II tp 3. Fill slopes shall be no steeper than 3 horizontal to 1 vertical. Designed b:BW
1 tl 1 p�,p 111...1� '' y Drafted by:NE
_� 4. Fills shall bea compacted per the d shall
cerb of the geootanical Client Name:
J I� report prepared for the project and sha//be certified by o Geotechnicn/
// \ ptia� g• tl \1� p' f ou' Engineer. CCA Acquisition
ll 0
\ wP
°0 O �1 psP ACJ�` III 5. Areas to receive fill shall be properly prepared and approved by a
�'p `o 1 - ` I'pp Geotechniwl Engineer poor to placing till 21-097 r
ii� ,SM rt Foods ryII � b� III 6. Fills shall be benched into competent material as per specifications and
V�v :rY I I ', ,Itj9 eA / •f� II.4Q0 _„I:II geot-h-1 report.
/ 22,022
SP flfl
\< 22,022 S fit j I 7. A//trench backfi'//shall be tested and certified by a Geotechniaal f�
Engineer. H
B. A g complete
report
engineer shop/perform periodic inspections and submit o Q ,p
\�i\C� Ij �, �1 ��0• I,-' PI I'N comp/etc report and mop upon completion of the rough gang. U
i Y
9. fie final compaction report and cerfiYmcotion from o Geotechnica/ 0
Engineer shall contain the type of field testing performed.Each test
shall be idenbned with the method of obtaining the in place density, fQ
whether sand cone or drive rin and Mall be so noted for each test.Sufficient maximum density shall be performed to v )y Q U a
the accuracy of the maximum density curves used by the field ad
�/ •9ya � li 0' � 1�\,. 09 technician. oa
fO.Dust sha//be contra/led by watering. W u'
\o ,4810 049 °1°9 II I I 11.The location and protection of a//utilities is the responsibi/'ty of the =
permitee. Q o
�qqy�q' ti� tl I I 12 Approved protectoe measures and temporary drainage provisions must
// gfjgy` Ip OofAl 1P - ,g�' zP P' be used to protect adjoining propertas during the grading process. Z
14°° I /3 A//public roadways must be c/eared do&of a//dirt,mud and debris E SO
3
I 5g- deposited on them as a result of the radio operation.Clearingr to
-- ------ e'Y , OO OO ❑I O 1g' NO.**5 ' OO ❑ II �0 i be done to the satisfaction of the O'ty Engine. m w
��f
\ 'mom '36' \ _ ✓'� T: SP 4P °J°'' , tP✓Bfo SP 14.The site shall be c/eared and grubbed of a//vegeft/on and deleterious p
17
/ \ \ �'81 ��_._:I I ,� r___�_ matter
%� ®, \ g' ♦g L �U Jfg., g6tP'�'Pyd; I Prior to grading. Q a
/ '.Z-___-___-_ k 9• g ro I
--� __��� The contractor shall provde shoring in accordance with OSHA
'K. o v g' ,Qa�S\00 requirements for trench walls.
dr---- ------- --,Rr- -----9 -- - \�
0�r� I ,�Pml Fg g 9 rye --- 1 •, , R 16.Aggregate base shall be compacted per the geotechnirn/report
g). 9 h 9- g• I ,Rx' I prepared for the project.
17 The recommendations in the fop/owing Geotechnica/Engineenng Report
\ \ e`"� - _ 9• I b ore included in the requirements of
g mite and site Preparation. The Report is MAId"
/ 8 A, ,� E to I 9• 0 ' I Prof ct No.:
oared.• A
18.As part of the construction documents,owner has provided contractor
p fPc�l- Y• 1 / ml ,{>�' , I^ with a topographic su y performed by manual or aerial means.Suchy was ,V
IV,
9AycJe - I I / .-__ - /• ''�I� °s;i 111 contractor s courtesy.for pItdis expre-Y understood ses that such is ed�oythe
/�i l° sy_p% •�`, ..i 'fJI,•' I III may not accurtety reflect existing topographic conditions.
` --�---i I " 19.8 Contractor observes evidence of hazardous materials or contaminated
soils he shall immed-W&contact the project engineer to provide N
`( ----I I ✓' .a'x, 2 Ipq noti cation and obtain diection before proceeding with disturbance of
g5�0�tF'.IN/r- `•A P 1�` I k Ip said materials or contaminated soil. O Q,
9ry
� �fytI
e166 _ "• b/+_•' 1!- f I I �'�, I�
'9e
N
0ebebc� p0e ---I--- _____- _ P _ < tps �( j tPJ ✓ ,CI I Iph� Curb and Gutter Construction Notes: Vi o
1lr'----4808�; 1. open face gutter shall be aanrrruared where drainage it diseased aw y
-- ---
Y train curb. .�
---
'pyEco�', I Jr AOG cJf,0 fPp1ceJ Jpgl i ____ -- O 2 Open face gutter locations are indicated by shading and notes on the
_
,,19, a,�fpc lgbh JeOf 'p01 e�5'"� --, -- -- i� �I i grading plan.
by , I 3. lt is the responsibility of the su r to adjust top of phatt grades 1
�$� to top of curb grades at the time of construction stoking. C
4'-
11'q`P�,P e°__ 4 Refer d'men to thetypical details f standard and pen face curb and gutter
5 T nsitions f pen f to standard curb and gutter are to be
°9 sm areas necessary.oath.Hand form these a s if n sorry.
6. Spot efw6ons am shown on this
plan with text asking. C ainate
and verify site inf tion with project drawings.
k8�� Sidewalk Construction Notes:
9 ---� --- - Ip 'C
l9 -I 1 O8X Maximum)unless shown otherwise o n.
i
Concrete sidewalk shall be constructed with o cross slope of 1 5x
oI ,009-
eQ 2 Running slope of sidewalks shall be built per grades shown on the plan.
eM1 JpJG l°9ry�cJ J�`e fP�loerec where g�nare ine of pmf sidewalks shall be constructed with a
Num ruI) 'I "{I. I kO1� I 3 Refer tothen Site Plan for wd walk dimensions.
J i
o
0
l9°j °J4 PGEI 4El pe ---5 i I```•7 e0 I
25 May, 2021
el
l' l0 �, GR p�p�' pEP fPG� 1 WPp91 I{I SHEEr NO.
flay - oti9 pPp Pp 6'IEG ,.S Ec ppP cE, cpo a I J�II IIII
,48 All