Plans (44) BU P2017 - 00302
T.D.W. 193.50
ALL ROAD WORK WITHIN THE PUBLIC RIGHT-OF-WAY GRAD I NG NOTES: B.O.W. 192.50
THAT PERTAINS TO THE W I DEN I NG OF S.W. BEVELAND
DR 1 VE I S TO BE COORD I NATED WITH THE LOWE'S 1. NEW CONTOURS SHOWN ON THIS SHEET REPRESENT FINISH GRADES. ,`s TGD PROFS'
HARDWARE PROJECT. SEE APPROVED J-U-B PLAN, 2. SPOT ELEVATIONS SHOWN ON THIS SHEET REPRESENT FINISH PAVEMENT ;;; 4.A.
+ 4..6 4. c/�
ATTACHED TO TH I S SET OF DRAW I NGS GRADES UNLESS NOTED OTHERWISE (TOC=TOP OF CURB). 14.4
3. SUBMIT COMPACTION TESTS RESULTS JOINTLY TO THE ARCHITECT, 0g • o 0 c'
��// ENGINEER, AND WASHINGTON COUNTY ALL STRUCTURAL FILL PLACED. • ••, cqG� 15, 40`
/ / / / 4. SEED ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION 1 • T.O.W. 193.00 I. DP
�� fr �' IN ACCORDANCE WITH EROSION CONTROL REQUIREMENTS./ / •;;.:.;• B.O.W. 191.50
EXPIRES 12-31-01
BEVELAND R I •• • . .
r /
I' r / ;'
' ' .- ik 0
CONSTRUC\ \ \ \ '-' -..
T' 24.0 W i DE CONCRETE •
DRIVEWAY R C I TY OF T I CARD 6.0' CONCRETE S I DEWAL�K NEW CURB AND GUTTE A BBR I A ION ,-.-•.•:-I.:-..:•:.:. .•• • • .
• D L
STD. DETAILS
\\
\ _ .•.. •• T.O.W. 193.50
ADD I T I NAL AC PAVEMENT REMOVE EXISTING CUR Iv1ATCH EX I ST l NG •1 B.O,W. BOTTOM OF WALL ELEVATION T.O.W. i 93.5p •
192.70 FOR ROA WIDENING c,URB AND GUTTER S.O.W. 191 ,50 B.O.W. 191.50
I93.90 1 1 �, CF CUBIC FEET J ENGINEERING
y" ,
lit\k\1. . ,,N. . -\ \
-�--�= 222 NW DAVIS ST
E 403
193.20 i T.O.W. 196,00 --- `. �� ��` �� , % EL. ELEVATION SUIT
:. .': . . \ - ;µ h I I ON
I19440 BOW. 195.DO 98.80 OC, ON CENTER DETE1 VT I POND NOTES
1 (503) 225-2679
j : • :. ,.,5%. T.O.W. I ! •.00Y/- PERF. PIPE PERFORATED PIPE
FA 111 B.O.W 97.00
f .. . • . . , � k T.O.W. TOP OF WALL ELEVATION 411 DETENTION POND
Is3. ., 193.30 '"' _ BOTTOM OF POND EL. 190.50
L194.50 C �1 WATER QUALITY VOLUME = 248 CF
I • v
194,50 I .. 195.00 194.5Q /I DETENTION VOLUME = 222 CF
`� ,,. iJl�193. Is " � - D EM WALL 1 S I TE AREA I NFQRMA T I ON 0 RETAINING WALL
' - GR�'DE/ FACE OF
---ti_� WALL (= 196.50
II TOTAL SITE AREA 0.39 ACRES
j , l j GRADE ® FACE OF EXISTiNGU PERVIOUSSURFACES-O.i4 ACRES OUTFALL STRUCTURE W/ 0.5 CY R I PRAP
I P WALL = 198.55 =
i .GJ �._�; FINISH IMPERVIOUS SURFACES 0.33 ACRES
e 4� i NET INCREASE IN IMPERVIOUS SURFACES=0.19 ACRES DOUBLE D I TCH I N LET, SEE SHEET C4. I 1
11 I `�'` I. `:_ AREA DRAIN FOR DETAILS Pral Z
�r' 1 ' 195,.#.6 RIM 196.75
`� 1' 7.
I8"-36" STEM WALL -
11 HEIGHT VARIES 4 PEI
EXISTING CONCRETE
Lo BLOCK WALL
OPERATIONS AND MAINTENANCE PLAN :
'- : . . ` 197.00 GENERAL PLANTING NOTES: FOR STORM DRA 1 N DETEN T I ON POND z
194.00
1 - : I I . CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF I. MOW THE VEGETATION 1N THE POND PERIODICALLY TO MAINTAIN 0 CD
( ) I ALL EXISTING UTILITIES. AN AESTHETIC APPEARANCE, TO RESTRICT THE GROWTH OF UNDESIRABLE Cn r4
1 VEGETATION, AND TO KEEP THE COVER OF GRASS DENSE AND VIGOROUS. PIO
T�
lil 2. CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS V 1 Q
U.1 % 1111i196.00 AND SITE CONDITIONS. 2. RE-PLANT POND VEGETATION I N AREAS OF POOR PLANT GROWTH AND I N w
2,4% 3. PLANT MATERIAL SHALL CONFORM 1 N SIZE ANDGRADE TO
BARE SPOTS WITH APPROPRIATE PLANTS.
Fes .... _..�__. THE AMERICAN STANDARD FOR NURSERY STOCK'
CURRENT 3. WATER THE POND VEGETATION REGULARLY DURING THE ESTABLISHMENT 4 2 4
� l 134,30 INSTALL AREA DRAIN IA EDITION. PERIOD AND AS NEEDED IN DRY WEATHER TO MAINTAIN VIGOROUS GROWTH.
HP SEE UTILITY PLAN 111111
CA milm 4. TOPSOIL REMOVED FROM SURFACE 1N PREPARATION FOR 4. REMOVE DEBRIS AND LITTER REGULARLY TO KEEP THE FACILITY FREE OF LEAVES, -
IZrcl ..: •••
ill
GRADING & CONSTRUCTION SHALL BE STOCKPILED FOR ROCKS, AND OTHER DEBRIS. PAY PARTICULAR ATTENTION TO THE OUTLET E
'• - " REUSE IN LANDSCAPE WORK. IF QUANTITY OF TOPSOIL IS GRATES AND OTHER OUTLET CONTROL DEVICES.
C
: L F 196. 00 1.5' H i GH RETA 1 N I NG .WALL INSUFFICIENT, THEN ADDITIONAL TOPSOIL MAY BE REQU!RED. PC1
194,00 = TOPSOIL FOR PLANTING PITS SHALL BE CLEAN, FERTILE, 5. REMOVE SEDIMENT DEPOSITED IN THE POND DURING STORM EVENTS AND *oil
Q 95 32 . '• ,; r T.O.W. EL. 197.50 FR I ABLE, NATURAL TOPSOIL OF LOAMY CHARACTER WITHOUT RAKE SMOOTH TO GRADE.
fi` ADMIXTURE OF SUBSOIL MATERIAL, OBTAINED FROM A WELL
Z `'''• • I: