HomeMy WebLinkAboutGrade and Drainage Plans - COM Plot / Site Plans - 4/1/1996 140.00 =
BUILDING ONE - '
130.00 _ SECOND I LOOR ELEV. 127.5 STD. M qN. PORT-,
120.00 BUILDING TWO TW=126.0
SECOND FLOOR ELEV. 115.0
110.00 TW=113.15 ?�:f:= BF=115.0 �' � DRAINFIELD
--
-�11ES• O�FY'i SEASONAL GROUND WATER TABLE
100.00 BF=101 .0
STATE HIGHWAY C C
DATUM E'LE'V
90_DD .off-- --- 100 -
200.00 - 30.O.00 - 400.00 500.00
- _ GROUP LINCOLN
SECTION A-A
�- DRAINAGE SWALE DETENTION PIPES
SECTION A-A TN �?U OFFICE SITE i
12' INFLOW
TO GRASS SWALE
NOTES
1. METAL PARTS
A. CORROSION RESISTANT OR GALVANIZED OR
m ALUMINUM TYPE 2.
CAST IRON DJLET B. IF GALVANIZED STEEL PIP& HAVE ASPHALT
PENINSULA NOTE: PROJECT GEOMETRY HAS BEEN DEFINED FRAME AND a4A7E oo TREATMENT I
CREDIT UNION ELECTRONICALLY IN AUTOCAD. FOR SPECIFIC \� Z/ 2. FRAME & LADDER OR STEPS OFFSET SD,DIMENTIONS AND COORDINATES, CONTACT THE DESIGNER. _
ELEVATIONS ARE BASED ON AN ASSUMED ELEVATION OF
N A. CLDHBDOWN SPACE IS CLEAR OF RISER &
100 FEET AT THE NORTHWEST PROPERTY CORNER. FRAME & LADDER OR
ITEPS OFFSET, SEE B. FRAME IS CLEAR OF CURB.
vVTE A FRAME &
5RA7E ELEVATION -99.00 3 STRUCTURE SHALL BE A TYPE 2 CATCH BASIN
Max v 54' MINIMUM DIAMETER.
vs
DVERFLOY ELEV = 97.5
185 FOOT LONG GRASS LINED SWALE WITH / n) / I Tc PROVIDE STANDARD CAL VAN= STEEL
A TOP ELEVATION OF 194.0 AND A BOTTOM \ ` % / / DETENTILN & DR ALLpIR" LADDER/STEPS:
ELEVATION OF 192.5. OUTLET STRUCTURE
OIL SfPARATMN
0 4'ORIFICE SET AT ELEV 96.5
- '� / / 1 ,/ PIPE AND
SHALL BE 2, 2 INCH PIPES AT ELEVATION 92.5 / / % /
AND A BROAD CRESTED OVERFLOW WEIR AT \ 1 Y2' 4_
1
ELEVATION 93.75. THE SWALE IS 4 FEET � / / j /' IP' OUTLET PDv_w_ _p 7O AND FROM DE7DVMN
I o � �
WIDE ON THE BOTTOM WITH A 2:1 SIDE SLOPE.
SLOPE SWALE AT 0.57o. INSTALL 3 8" TH fNVERICK NOTE: THE DRAINFIELD EASEMENT FOR THIS PROPERTY IS APPROX. SOY LINE s3.o o FLUV LINE EL.- 9aD
BY 7' LONG BY 8" DEEP STAINLESS STEEL �_ / ; 108' BY 35'. THE USE OF BOTH BUILDINGS WILL BE GENERAL OFFICE. =
CROSS WEIRS IN SWALE (LEVEL) TO HELP
BUILDING ONE WILL HAVE 2 BATHROOMS UNISEX - ONE EA. FLOOR. o
R£S7RICTIIR PLATE
DISRIBUTE FLOW ACROSS SWALE AT THE �� ! BUILDING TWO WILL HAVE 2 BATHROOMS EA. FLOOR FOR A TOTAL OF FOUR. vrTV DICE _ D,F
FriXTURES WILL BE 4 URINALS, 8 TOILETS, 6 SINKS AND 2 M P SINKS. SUE TO BE 4 WaIEs611111m
FOUR LOCATIONS SHOWN. � � � ! "� - � 54• TYPE II CB Y/ INLET [,SATE
Q-
i f�
a P OCT ro scaLE�
r
- Co 1 WITH AN INFILTRATION RA OF 0.8 L./S T S io ,�cL�.,� -
r-I t,
USED FOR DRAANFIELD SIZING BASED ON USING A GRA`lELESS DRAINFIELD. C�NSTROL STRUCTURE
% o /7 N 87'08'25" W / EXPANSION OF THE DRAINFIELD IS POSSIBLE ON THE NORTHERLY 60 FEET
/ ® 208.77' OF THE EASEMENT - OIL/WATEK SEPA ATO;�?
CD WL_ _ - L ti wL 100 102
\ / 104 106 cxDCWL 08 ! /---CB#D2
51
WL B 4
WL
Dc
9 : D 8" CB#2 08.77' M _ wA �} L� ��� ,��g 20 ��--CB#D4 _ -TWO - TWO INCH OUTLET PIPES LOCATED
p=� S 8 12 I - --- 'f 87'08'25" E 167.94' �'�� AT THE END OF THE SWALE.
RELOCATE SEWER LINE / Z
1 D CB#3 �' o \ OVERFLOW WEIR - SET AT ELEV. 93.75
TO PARKING LOT CB#1 12 / 2 CB 1 I 12"
N. 0 SEE
STR \ 8 - ,�`l, 0 8 FT 7 FT 1.5 FT
J I DRAINFIELD i I EXISTING DRAINFIELD / �,� fr
LINE W/
_ ` 22 '\
THIS SHEET \ EASEMENT r ; EAS �� --1 GRASS
T , EM_ JT � v �
CB#5 �. S� I 35 FT 103
/ �Qj Z g I I FOR PAN!^ SULA 4 FT
CREDIT U,,ION 2 FT -
�� • �� tv p�c / Q/ /o \ BELFAIR WATER DIST. WATER LINE
cn Q/ / 1
�Qv e pI � , /�/ ^� per/ _ % \ CB#6 J ! ! W, j 0 BE CAREFUL YOU DON'T BREAK IT!
��� SECTION TNf�
� FL��' Tw o70
6 2.00' 1 �( i',1`T U S W A L
7�.0 �. 45 FAT 1 ` - NO SCALE
41
9 FT. BY 37.5 FT GRAVELESS DRAINFIELD USING
I I STD. INFILTRATOR UNITS WITH 1 INCH PRESSURE
h #6 < DISTRIBUTION LATERALS.
62.00 i o / h --- �� �/ �� 3 16 INCH HOLES SPACED
w \ / /� I /
tv
TP AT 3 FT - ROTATED TO THE 12 OCLOCK POSTITION.
II 2 ;- 1 / , THE LAST HOLE OF EACH LATERAL SHALL BE 1.5 FEET
IL f� f- FROM THE END. SET AND COVER AS SHOWN IN SECTION _
O� A-A- THIS-SHEET. INSTALL STD. 4 IN-CH OBSERVATION
J���,� / I L� I� t `n I �- _ PORTS AT EACH END OF EACH LATERAL. INSTALL 1 INCH
6 FT ROCKERY S 8� ;cam �.- � � ( ;�
4+00 l I � I � - �' � _ BALL VALVES ON EACH LATERAL FOR ADJUSTMENT OF SQUIRT.
X li �D LLJJ �' r N PROVIDE STD. CLEANOUT SWEEP AND CAP FOR EACH LATERAL
GRAVITY TY S + / zm II I / p� CS 1 „� Cre fIIIx' ,, � / o •"'
�6 -- // \#5I 1 _o o
\ -1ft6rGALLON SEPTIC TANK �36" SEWER MANH LE ° ° - o o # JI / - T
E fifi �1, SITE INFORMATION,
.]�' GAL. SURGE TANK/PUMP STA. � N 86 41 55 � W �w n„ o M � / � ,� ,l �
\� SET TANKS AT ELEVATION 96.40 ° 426.07 �`�' �� 4+19,40 I / LOT AREA = 0.98 ACRES
BENCH MARK 11 � I � � N0. PARKIIN
TOP OF PIPE = 100.00 SEE DETAILS IN ON .SHEET TWO. � , j
G STALLS = 41
��� 5•�(�E�r�t \-WASTE WATER FORCE MAIN i �,\ I � ;� / � I TOTALN ONE GROSS LEASABLE AREA GROSS E 7,760
OSF
I L " / I EA = 2300 SF
l� 1 1/2 CL 200 PVC I
BUILD
! BUILDING TWO GROSS LEASABLE AREA = 5460 SF
��^17 730 % IMPERVIOUS AREA - PARKING LOTS = 19,200 SF
IMPERVIOUS AREA - ROOFS = 4,600 SF
SITE PLAN CP y IMPERVIOUS AREA - SIDEWALKS = 800 SF
/ i TOTAL WASTE WATER GENERATED = 380 GPD
SOIL TYPE = CLASS 3 (0.8 GPD/SF)
45 FT -- -
J
- gyp
� Approved ft: Dmum. By: Date: scaae: ,t_ L I N C O L N OFFICE BUILDING
Designed By: En irteerin So ware A ications oriz. Sheet I = Tr
Checked By: Vert. I"=5' Gf2ADING AND DQAINAGE PLANS
� 2
Approved By: °171db NoX=>
PNAS= ONE AND PHASE TWO
Of
No. Date By Ckd. APpr Revisionl o,