HomeMy WebLinkAboutCivil_004_091421 Grading plan ----------- - fJ611N l�'
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General Gradiae Note
1. Al/grading rho//be in accordance with the project geotechnico/study.o
2 Cut slopes steal/be no steeper than 3 horizontal to 1 vertical.
Ory yob ^ �ytl I'I 1 3° ��.I IryII 3. Fill slopes shall be no steeper than 3 horizontal to 1 vertical. �t� NE
log II `v i/;' III 4. Pills shall be compacted per the recommendations of the geotechniro Client ent Name:
T" ,lo ,\ p report prepared for the project and shall be certhied by a Geotechnkal
dye e1 L�.,'Ip e o't1 it Engineee CCA Acquisition
5 Areas to receive fill steal/beprepeNy Prepared and approved by o to
27-097 r Geotechnico/Engineer prior to placing fill.
6. Fills shall be benched into competent material as per spacrcabons and
�� I Oy4 B 1h�.I}�40� geoteehniea/repot.
Smart Fodo�s M'`Oy� If.�`\'`,lil iN 7 Engneerh bockfi//sho//be tested and cerFYied by o Geotechnico/ W
I ^p 8. A techn-1 engineer shall dorm nod'c inspections and submit a Q
22,a22 S. v" I: �I III complete report and map upon completion o!the rough grading. U
\ I 9. FF=4870P 5 1?sr, II. II 9. me final compaction Pod and aedraation r m a GeotechnAvI O
o L•, .If Ip Engineer shall contain the type of field testing performed.Each test
shall be identified with the method of obtaining the in-place density, OLD
1 whether sand cone or dive ring and shall be-noted far each test. Q
\ f0 I r i 0F� Sufficient maximum density determinot/ons shall be performed to mHfy o,
k8 I ;rI the accuracy of the maximum dens;ty curves used by the field otf
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I. Al d /a Dust shall be conrl/ed by watering. J
48 0 ' ,lo@ �� I I 11.The location and protection of all uti/'Ues is the responsid'hYy of the = N
Yee. Q
--- T' PON ,q ENTRY/ /////W; 9` 9`
/ h yy' -- [xis// 01, Oy 12.Approved protective ec osums and temporary drainage provisions process.
must N
�0,�p aG 1I \ _. be used to protect adjoining properties during the grading precess. Z
/ 1I0 _ 0•p51A --'r+-_�y`"I �_a�0�'`.`- 13.Al/public roadways must be cleared da;y of a#dit,mud and debris O
�� 1Q __1 g(P I I C,�O• TOO -ii"--rr I domled on them as o result o!Fhe grog operation. Cleaning is toCO
El
-L 9�- --- -- 0-- --o J I 5e li be done to the satisfaction of the 06,Engineer. W
l(P�00'(P'.�F o oo I', 14.The site shall be cleared and grubbed of al/vegetation and deleterious in
9"870' 000 10' ,0� .$ $ I p�'rlyy� P�• I I matter poor to gang. Z
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15.The contractor shall vide shor n accordance with OSHA
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wage.
16.Aggregate base shall be compacted per the geotechnico/report
�/ � �� \ Q `99 9� 9•_�__e _ 9•_ _ A �'JA v I wQx' I prepared far the project
17.The recommendations in Use following Geotechnica/Engineering Report
\ G \ \ PSQ ---1_- -L $ --� -�,�P P I 9•I I by arc included in the requirements of
ng Parabon. fie Report is titled
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proejec No..
Doted:
1B.A.port of the constroction documents,owner has provided contractor
fpcE�,, Fv° -'•MS_' I ___ ,r ! j-'.1I yGJb I^ with o tpog phic su y performed by manual or credal means.Such `V
e0: GJP@ I N r/�1 i r 00 I Y su y was prepared l project design purposes and is provided to the
___ _ �,1' q/ �t ,,I I� of occu n t existing, stygund condbons such survey
_�--- ' � -i /I( I contractor os o��u�esy./t is��roP Ph rstood that
I --- _ I I 19.if Contractor observes evidence of hazardous motenae or contaminated
L,_'S @ �',t r I y soils he shall immed ate/y contact the project engineer to provide N
J - y I III noth7cabon and obtain diection bet proceeding with Asturbonce,of
coa4g ( --- i g5Sp0.4` �'I„ k✓• �`. lil I 2 said materials Or contaminated soil. O
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pY ,'ycP h i I� Curb and Gutter Construction Notes: Vi o
1. Open face getter shall be conshucted where d inoge is directed away
1 A J �L P fP�P -- L�' Itl I curb.
) _ --- f I { O 2. Open face gutter locations err indicated by shading and notes on the
dye, f '- - G --I --� / I grading
3. /t is the rcurb grade of the su s to adjust top of a. gzds
to top of curb grades at the time of construction staking.
II I 0404 4. Refer to the typical details for standard and open face curb and gutter y
I I GJe I dimensions.
�`� - I q4 1 ate O 5. T nsitions f open face to standard curb and gutter am to be
l99','' IT-� ---I--- -- _ �I smooth.Hand form these areas if n--,,..
_\�`yl�i� I 6. Spot elevations are shown on this plan with text masking. Coordinate
---- -- 810 ' I II -G I and verify site information with project drawings.
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@ Sidewalk Construction Notes:
1. Concrete sidewalk she//be constructed with o cross slope of 1.5X
(2.0"Maxima)unless shown otherwise o np plan.
2. Running slope of sidewalks shall id built per grades shown on the plan.
@c ry°GJ fpGf� - l�'Je01 1 where grader ore not provided,sidewalks shall be constructed with o
maximum running slope of 4.5X
�jl f 3. Refer to the SYe Plan for sidewalk dimensions.
dj0 E-� °1p10°V 1 = J@0� s_BcurreJ foal
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