HomeMy WebLinkAboutLot 92-94 Precise Grading GENERAL , NOTES
216
1. All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING P.LAN
33, as amended by Ordinance No. 457. 1s 79
2. All property corners shall be clearly delineated in the field prior to
commencement of any construction of any construction/grading.
•
3. During rough grading operations and prior to construction of permanent TRA CT NO '
23066 1
drainage structures, temporary drainage control should be provided to
prevent ponding water and damage to adjacent properties. MODEL SITE
4. Dust shall be controlled by watering or other approved methods.
IX 5. No fill shall be placed .on existing ground until the ground has been
cleared of weeds, debris topsoil and other deleterious material. 5
a� 6. Maximum cut and fill slope 2:1. LOTS 3 .o
y, pP`�
`9 QED WK
7. Stability calculations with factor of safety of at least one and five
tenth (1.5) shall be submitted by a Soils Engineer to thev
Building and I '�
Safety Department for cut and fill slopes over 30 in vertical height. _
P Ra4p� (
15 R�DMWK v
8. Provide 5' wide by 1' high berm or equivalent along the top of all fill
slopes over 5' high.
9. Provide a brow ditch, designed to handle 100yr 0 Storm flows, along the �� �-_ SITE
top of cut slopes. 11CIN11t YA
10. Minimum building pad and drainage swale slope shall be = 1% if cut or fill N.T.S.
o . N.T r.
.
is less than 10', 2% if cut or fill is greater than 10'. Drainage swales Ti *WSHPP. T.8S. - RAIIW- R.2W.
shall be a minimum of 0.2' deep and be constructed a minimum of 2' from
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the top of cut or fill slopes.
11. "No obstruction of flood plains or natural water courses shall be permitted." 59 58 elm*
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12. All existing drainage courses on the project site must continue to function, 60 57 56
especially during storm conditions. Protective measures and temporary 61 55
drainage provisions must be used to protect adjoining properties during 54OTS CONT R'
grading operations. 62 63
53 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
13. Finish grade shall be sloped away from all exterior walls at not less than 64 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
11Z' per foot for a minimum of 3'. 115 52 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS
14. Cut and fill slopes equal to or renter than 3' in vertical hei ht shall be REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
P q g g 65 / WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
planted with grass or ground cover to protect the slope from erosion and B6 114 51 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
instability in accordance with Ordinance No. 457 prior to final grading inspection. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
67 113 50 18 17
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 15. EROSION CONTROL: All slopes required to be planted shall be provided OF THE OWNER OR THE ENGINEER.
with rosea ice plant or equal ground cover at 12 on center. Slopes 68 19 �
exceeding 15' in vertical height shall be planted with approved trees 112 49 16 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES a
spaced not to exceed 20' on center or shrubs not to exceed 10', ora 69 20 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS 0
combination or shrubs and trees not to exceed 15' in addition to a grass 111 48 15 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
21 14 f �� .� THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE ALL
mix or ground cover. Slopes exceeding 4' in vertical height shall be provided 70 (-
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
with an in-ground irrigation system. Slopes equal to or less than 4', may 110 47 22 13 f�� ����?+ LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR �
be irrigated by hose bib located at the stop or toe of the ,slope, spaced to 71 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. N
make use of a hose no longer than 50 in length. The irrigation system shall be 109 46 23 a
9 9, 9 Y 12
provided with an appropriate backflow device per U.P.C., Chapter 10. 72 �-�� P"l�/J B. 1841-5-20
108 45 24 y 11 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY
16. All grading shall be done in conformance with recommendations of the 73 44 25 10 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. �
107
updated soils engineering report by Geo Soils Inc. dated January 27, 1998.
Two sets of the final compaction report shall be submitted to the 74 106 l� 43 26 9 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
Building and Safety Department which shall include foundation design recom- 75105 42 27 8 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
mendations and certification that grading has been done in conformance with the �� �•� 41 °
recommendations of the site investigation report. 76 G 104 28 7
40
a77 ��(� 103 �J` 29 6
17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, ,p 39 0
keyed and benched into firm, natural soil for full support. Preparation shall be 78 �� 102 30 5
approved by, a suitably qualified and registered professional prior to placement 38 -�
of fill material. 101 31 4 w
8037
18. All grading shall be done under the supervision of a competent soils 81 100 36 32 3 0
engineer who shall certify that all fill has been properly laced and who PARCEL 99 ... 10 - 2 N F AB R y�i4 T ON YMBO JC n
9 P P , l P Y P p• 35 �'� 1
shall submit a final compaction report for all fills over 1 dee � p� ����� 82 98 T.C, TDP OF CURB �--- 100 - ..- EXIST NT �
per, 1641--5-20 83 97 34 �� � F.L. FL0WLINE ELEV, x'---100-•-�_, PROP,T.
CONTOUR �'
19. Final compaction report will be required for all fills greater that 1 84 40 i T.G. TOP OF GRATE -- PROPERTY LINE o
96 O 4 G.B. GRADE BREAK �� - DAYLIGHT LINE n
20. A suitable qualified and registered,professional shall submit to. the 85 �� F.G. FINISH �.<:.. �� . }
Building and Safety Department written certification of completion of �, 4I ISH GRADE SHEET FLOW RATE w
rough grading in accordance with the approvedgrading plan prior to S6 ��, : 3 5 6 7 R.G. RDUGH GRADE ----�- --- GRADED SWALE w
requesting inspection and issuance of the building permit. Certification 87 91 t7 F.S. FINISH SURFACE -- ---- CENTERLINE Q
shall include line, grade, elevation and location of cut/fill slopes. 89 90 2 INV. INVERT OF DRAIN �°�Q SWALE HIGH P
88 r� �,.. _�___� � DINT
21. A suitably qualified and registered professional shall submit certification "M _m. �� 1 P. PAD ELEVATION FLOWLINE N
of buildin ad elevation. Where specific elevations are required, the 84 F.F. FINISH FLDDR ELEV. �"' %PL-.,.r SUBDRAIN o
P P q $� SHEET .�
elevation with respect to mean sea level) shall be given. If an elevation 83 o OPEN SPACE G.F.F. GARAGE FINISH FLOOR _ _ _ AREA DRAIN
with respect to adjacent ground surface is required, the actual distance OP N SPA _ B.V,C. BEGIN VERTICAL CURVE ` w` TOP OF SLOPE
above the adjacent ground shall be given. a
EVC END VERTICAL CURVE j r:<r TOE OF SLOPE
22. A suitably qualified and registered professional shall submit to the _�_ -�-- P.I. PAINT OF INTERSECTION RETAINING WALL
Building and Safety Department written certification of completion of E.P. EDGE OF PAVEMENT �, FIRE HYDRANT I
final grading in accordance with the approved plans for all grading T.W. TDP OF WALL ELEV, --o STREET LIGHT a-
designated as "engineered grading'. - ' T.F. TOP Of FOOTING ELEV. SOUND OR SCREEN WALL �.
D.F. DEEPEN FDO TING DEEPENED FOOTING w
23. The contractor shall notify the District Building and Safety Department - L. LENGTH °• F o ° F WATER METER
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at least 24 hours in advance requesting finish lot grade and drainage
/ DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSIONins action. This inspection must be approved Prior to building Permit w
/ N.T.S. NDT TO SCALE 3� pX DEPTH DF REQ'D OVER EXCAVATION o
final inspection for each lot. P,U,E. PUBLIC UTILITY EASEMENT =
24. Contractor shall notify Underground Service Alert, two days before you f
dig at 1 -800-422-4133.
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EARTHWORK ESTIMATE
COUNTY OF RIV�RSIDE
0 100 200 400 600 800 EpgRTMENT O
(EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONL? UILDING &SAFETY
APPROVED
SCALES i'-200 TOTAL CUT....................200 C.Y. RtEWEDBY �
_ t:VTOTAL FILL....................2 0 0 C.Y. plans shall not be construed 10 be r
• " App (oval of, any vioiawn of any of
r�wat of these
~+ NOTE : permit profv Bions of the state or county laws.This set of
19
-,��5 must be kept an the Job until cc;rtip
letion.
THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEERS ESTIMATE OF THE ACTUAL VOLUMES
DIAL TWO WORKING OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES
BEFORE DAYS BEFORE FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON
YOU DIG YOU DIG FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING
CONSTRUCTION MAY VARY.
TOLL FREE 1 -800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
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SEAL--ENGINEER �; tr t+y HUNSAKER & ASSOCIATES BENCHMARK: IP NO O'I 005 , SHEET NO. m
7�-S SS �i IRVINE INC A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE •
QR�f 7E 474 ` ± FLUSH f0.3 MI. wLY. OF BurrERFlELD STAGE RD. *12' W. OF COUNTY 0 F RIVERSIDE
" `moo Fti INLAND EMPIRE REGION AN ASPHALT DWY. f45 N. OF C/L RANCHO CALIF. RD. IN AN TRACT NO. 2306 --1 1
2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2 W. OF UTILITY POLE J1751190E
°w . . a NO. 58020 ` A RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN
Me private en#eer song these plans is m;wnsrb/e for assuring Me =wmy a EXP. 6/30/02 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS MODEL SITE LOTS 92-951 3
and acceptability of the design hereon. In the event of nancies arising after �� ��. PREPARED R.C.E. 58020 a
coon approval or du' constnrction, the ate neer shall be �1hlE �_____ SHTS. r-
Pte! s � MARK BY DATE APPR. DATE �9�F �Ivx� p�`' N0. �I-- FOR W.O. COUNTY 0
for determrnrng an "table solution or rewrsrng the plans for 0mvVUl by REVISIONS or cA01
SCALE: FILE N0.
the county ENGINEER COUNTY - )v -.--%,
PAUL R. HUDDLESTON, J . R.C.E.58020 DATE H: AS SHOWN V: AS SHOWN 0919--23066
LOT N0.
T.G. ELEV. $" SPEED-D--BASIN
SEE PLAN N.D.S. No. 20 [GREEN)
( / OR APPROVED EQUAL P.L.
I{///y, MIN.
15' TVP. 0 Ot MIN.) TOP/TOE OF J `i r--7
3' MIN. F.L. 1' SLOPE SHOWN
C ON PLAN PRODUCT 55 AC
8" A.B.S. PIPE RISER F 5 MIN.
rxl X,�' TEE OR B"X3' ELBf7M�AS REM MMiED z F.L
i - z � . � w
F.F. ELEV 3 MIN. z
FNG
r A.B.S. es TTO.BVCM., PAD ELEV. m o
COMRACTOR TO
INV. ELEV. USE WELD-ON 194 *2:1 MAX'* m P= 000.0
(SEE PLAN) SOLVENT OR EQUAL A BPAD 46"MIN. FF= 000.5
ELEV. 6" N. :I M PAD 1
LANDSCAPE AREA DRAIN DETAIL ��� " � qx ELEV. 6 MIN. .��
H 1 G.F.F ELEV. B.S.L. 12 MIN.
4%MINM20%MAX for 3' _ _
NOT TO SCALE then 2%Min^�20%MAX. - - � - -
12"MIN.0
* EXCEPT BERMS LESS THAN 1' HIGH 071
MAY BE CONSTRUCTED AT 1 1/2 TO 1
7
-SECTION A -- A PRODUCT 55
CUP.13 FACEo ° v S DEWALK a a
-- GFF= P= 000.0
,�G• DIRECTION OF FLOW .��' 000.0 ''��
2
cuRe FF= 000.5
3•S" 0 HOLE CORE TYPICAL LOT FINISH GRADING
DRILLED IN CURB
SET INVERT OF PIPE ; N.T.S.
1/2" ABOVE FL GUTTER F _ _ _ _
P.L. I¢Q
5 MIN. 5 MIN.
S=0:01 MIN. 1. SWALES TO BE CUT IN AT 1% MIN.AT Lp
BUILDING HCONSTDRUCT AND PRIOR
TO w 3' MIN. F.L. 129#1 F.L. 3' MIN. -` •""` y"
W
AREA DRAIN CURB OUTLET DETAIL z
2 2. A PAVED DRAINAGE SWALE --' EXTRA DEPTH 6 6' �'� GFF=
NOT TO SCALE CATCH BASIN & PIPE , OR OTHER OF FO TING HOED o � k1` 800.0
SIMILAR DRAINAGE DEVICE 15 m ON PLANS -� TYPICAL COURTYARD DRAINAGE PLAN 1 PRODUCT
REQUIRED WHEN A STOOP I 1.0 OR m , , 55 �
FIREPLACE OR PORTION OF I LESS GFF=
THE BUILDING EXTENDS WITHIN PAD 61N.
} 000.0
MINIMUM ESTABLISHED DRAINAGE E " • 2%MIN. 4XMIN. y
SETBACKS. *2:1 MAX.* PAD 6"MIN. a -�
._:.
12"MIN. 6"MIN. ELEV. Q _.�---------------
3. SEE STD. PLAN 101 FOR 't\
DRIVEWAY APPROACHES. 12"MIN.
2%MIN. v
2:1 MAX.
4%MINN20%MAX for 3' o,
then 2%Min-20%MAX.
* EXCEPT BERMS LESS THAN 1' HIGH ci
MAY BE CONSTRUCTED AT 1 1/2 TO 1
R/W
I
3 IN-GROUND UTILITY HOUSINGS X SECTION "B -- B99
OWLINE SWALE 176 MIN. (WATER METER, CABLE N ETC.)
ww____......-_�-r-- ----r�
N
pqp TO BE INSTALLED FLUSH TO ALLOW " Cn
PRODUCT 55CL
UN-OBSTRUCTED DRAINAGE 1/4 PER , TYPICAL COURTYARD DRAINAGE, PLAN 2, PRODUCT 55 a-
4�
Z- .,� h W
3
SOD IF USED SHALL BE INSTALLED r• h X P= 000.0
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FLUS H WITH SWALE TO ALLOW �. U P TO 5' 1' P.L.
FF= 000.5 c
UN-OBSTRUCTED DRAINAGE '�•'• FIG. NO. 2
MORE THAN 5' h/2(MAX 5') a
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 2' 2' 2'
w _DTICAL SOQANQ UTILITYI F.L. ,5, TYP z o
NTS 1. SECTION A--A" APPLIES WHEN THE SEE NOTE #4 10 MIN. r-- - -- .- - - �
DIFFERENCE IN PAD ELEVATIONS HEREON - -- -- -� N
ca
EXCEEDS 1.0', BERM TO BE m
2. SECTION "B-B" APPLIES WHEN THE REMOVED I N
DIFFERENCE IN PAD ELEVATIONS IS TOP OF SLOPE PAD '�`
1.0' OR LESS, & THE EXTRA DEPTH SHOWN ON �� S% MAX ELEV. �_ �Q�' I �
OF FOOTING IS SHOWN ON THE PLAN 27. MIN 6"MIN f�fl. Fti I a'
GRADING & STRUCTURAL PLANS. �� GFF= ^� GFF=CY
¢
3. IN NO CASE SHALL THE SWALE 4%MINN20%MAX for 3' `12"MIN. OO.q '
000.0 0
FLOWLINE BE LOWER THAN THE ---------------
PLANTER
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PLANTER AREA To SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%MinN20%MAX. -...._ -� �" -______'"""---"" w
FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. U)
OF 2X. PLANTS AND SHRUBS SHALL4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION i9 C 9!
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3' BE PLACED SUCH THAT THEY DO OR EQUIVALENT ALONG THE TOP OF
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NOT IMPEAD THE FLOW OF DRAINAGE
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AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. TYPICAL REARYARD GRADING Q
FINISH FLOOR
PAD4' % PROPOSED WALKWAY
N
-- - lop - ` •` 0
CD
N
o�yo TYPICAL COURTYARD DRAINAGE, PLAN 3, PRODUCT 55
N RSD PLANTER DETAIL
NTS
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" P.L.
PRODU 55 PRODUCT 55 5•MIN. , �..� MIN. .. ��
TYPICAL TION FRN 5•MIN. 5•MIN. 2 UCT 55 F.L.
1 1
2' MIN. � � �
' 3 5'MIN. d
P= aoo.o s MIN•
OP 0 ,_.. (!RB P= 000.0 W FIREPLACE
-- FF= 000.5 s'M� FF= 000.5 r - - P= 000.0 z -� F
J W
-- - FF= 000.5 8 D
GFF= SS• r - - * 2%MIN.* PAVED DRAINAGE SW o
000.0 m 2.1 MAX. ALE
GFF= - - I
GFF= FF GFF= z
000.0 00.0 PAD 6"MIN. 2.� �\_] L G.F.F. ELEV.ELEV. \
TOP OF SLOPE z --- `- Mq�.
2%MIN. 20%MAX. w
,,,_ _ CONSTRUCT 3' WIDE X 4" THICK
P.G.C. DRAINAGE SWALE PER COUNTY v
RECOMMENDATIONS
SIDEWALK
SECTION "D -- D" CURB FACE
•. � � H 3888 SQ.FT. 3587 SQ.FT. 3883 SQ.FT. N.T.
'ONO2 STORY 2 STORY 2 STORY S.
H/3 BUT NEED NOT 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE PAVED SWALE PLAN o
• TOE OF SLOPE EXCEED 40' MAX.
DIAL VIEW Z
TWO WORKING N.T.S.
BEFORE DAYS BEFORE
I YOU DIG OF R1V
YOU DIG PF TYPICAL HOUSE TYPES -- PROD 0°��R��N�°F�
PRODUCT 55 PAVED SWALE DETAIL 0 D,NG&SAFE Qz.
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TOLL FREE 1 -800-227-2600 SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS N.T.S. p'PPRONVI �E
A PUBLIC SERVICE BY NTS •
NOTE: FOOTPRINTS PER PLANS DATED APRIL 16, 2002 (r0 BE USED BY FIREPLACE WHEN DISTANCE TO P.L. OR TOE IS LESS THAN 5') I�WE0eY any �
R� ed to�
UNDERGROUND SERVICEALERT Pla"r" I not n This SO°�
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SEAL-ENGINEERH'[JNSAKER & ASSOCIATES
BENCHMARK: IP NO, 01005t"" SHEET NO.
IRVINE INC A BRASS DISK STAMPED RN. Co. SUR. T-27-81 IN CONCRETE C 0 U N TY 0 F` R I V E R S I D E
FESS , to
QRQ 9 ' 'K FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. t12' W. OF
� "U°°� ��. .� EMPIRE REGION AN ASPHALT DWY. f45' N. OF C/L RANCHO CALIF. RD. IN AN ... 2
2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT N0. 23066 1
M L N0, 58020 RIVERSIDE CA 92504 19091352-7200 ELEVATION 123o.5fi PRECISE GRADING PLAN 14 1N
lire p** engineer signing these pons is rMons* for assuming t<ie ac�culmy S EXP, 6/30/02 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS MODEL SITE LOTS 92-95 3 0
and accep r► design he/laon. M the event of d�,panciGs arcing after �h ��. PREPARED R.C.E. N0. 5802q
' OF SHTS. 0
county approval or during constr ebon, Nue purr de engkw shall be bk 't 9
for determiningan tobie solution or the S MARK BY DATE APPR. DATE � Cxv�� Fp�� ,� FOR W.O. COUNTY o
° ° mg PIS for approval by REVISIONS CALI SCALE:
FILE N0. �
e county. ENGINEER COUNTY
PAUL R. UDDL.EST , ,JR. R.C.E.58020 DATE H: AS SHOWN V. AS SHOWN 0919-23066
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BEFORE DAYS BEFORE
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YOU DIG YOU DIG SCALE: 1"=30'
APPROVED
I MnEWED
PPR V -
MnEWED BY dL
TOLL FREE 1 -800-227-2600
Approval of these plans shall not be oonstrued tobs M
permit for,or an approval of, any violation of any of
A PUBLIC SERVICE BY
the provisions of the state or county laws.This:rt�
UNDERGROUND SERVICE ALERT plans must be kept on the job until completion.
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SEAL-ENGINEER
HUNSAKER & ASSOCIATES BENCHMARK: IP NO, 010058 SHEET No.
Rp!ESS , IRVINE, INC A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE C 0 U N TY O F RIVERSIDE
g Q �►UnD( "qC ��� EMPIRE REGION A�NUASPHHAOL�T DwrWt45'N.OF C/L RANCHO OFIELD ECi R RD. N AN .,�. J �
��� f�'°y�y�. k; 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E
TRACT N0. 23�0ss 1 a
a NO 58020 r�i, RIVERSIDE CA 92504 (909)352-7200 ELEVATION 1230.56 PRECISE GRADING PLAN
>he e� >�e plans is M� for assu* Me orad EXP, 6/3oioz PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS MODEL SITE , LOTS 9295 F H o
and a�ccxptobNi of the design herein. In the event of d��crar wiles a bing afh r v+� �� PREPARED BY: R.C.E. NO. 8020 0 STS. O
coon► approval or conshvctian, Me pryr* engineer shah be raWskk 9r �ran- �'' FOR W.O. COUNTY
for detemlining an acceptable solution or rayr'sing the plans for approve/ by MARK BY DATE REVISIONS APPR. DATE F Or CALzFo LE: FILE N0. o
the counf. ENGINEER COUNTY PAUL R. HU DLESTON, JR. R.C.E.58020 DATE H. AS SHOWN V: AS SHOWN 0919-23066