HomeMy WebLinkAboutZ-6237-A Map 1I
DEVELOPMENT
4 Global Surveying Consultants, Inc. CONSULTANTS
SJ oesicm �'�, Professional Land Surveyors $ Engineers INCORPORATED
217 W. 2nd St. Suite 100 • Little Rock, AR 72201 10809 EXECUTIVE CENTER DRIVE
SUITE 210
GENERAL NATES: Phone: 501.455.4984 • Fax: 501.455.8158 LITTLE ROCK, ARKANSAS 72211
1. Contractor shall notify Project Engineer
Prior to beginning work.
ENGINEERING PLANNING
- LAND SURVEYING
LANDSCAPE ARCHITECTURE
2. Contractor is responsible for locating all Project Title: Addition to Westrock Animal Clinic
existing utilities prior to beginning any
excavations. Project #: 04-1204.00
Project Location: Taylor Loop Road
3. Contractor shalt protect all utilities uncovered
Date: 01/03/05
by excavation.
4. Contractor shall bear all responsibility and cost Detention Calculations N
for the repair or replacement of existing utilities,
damaged or interrupted as a result of this Jl
construction project.
Given: Area =0.173 acres of altered land
5. Contractor shall notify the Project Engineer and the TO = 5 minutes, assumed based on a small area
Owner of any damaged or interrupted utilities immediately. Cu = 0.40 Residential, Lawn, Gravel Drive COPYRIGHT
6. All areas within parking lot are to recieve a gravel base Cd = 0.92 Asphalt and Concrete Paving and Roof W
to provide erosion control if work is not progressing in
an orderliy manner, A rate of 135 tons/acre is to be applied SCALE
within two weeks of final grading. i
Find:, Amount of detention needed
10"
Solution : ° 'intensity 8:5 in/hr from Little Rock,[,DF
D F�curve DRAWN BY
7. All areas not within parking lot are to recieve a loose straw BRW
to provide erosion control it work is not progressing in
an orderliy manner. A rate of 1,5 tons/acre Is to be applied R ^Cd i —Cu`i
within two weeks of final grading.
— 0.92($.5) — 0.40(8.5) CHECKED BY
8. After new inlets are constructed in the new lots, straw bales
44 a
and gravel filter berms are to be placed to allow flow
through the berm. rwin
APPROVED BY
V storage volume needed Volume Provided: 191 CF
9. Area west of the northern parking facility is to serve as a V R`Arl Or[trn/hour " Parking + 39CF Irl
sediment pond during construction, and will be cleaned as 4 NOTE: i 4 4*0 173"5"60. Gravel: Total 230 CF ♦�♦ DATE
CROSS SLOPES ON SIDEWALKS I ' ` U
necessary at the completion of construction. 220 Subic feet ofrag0 5-9-97
MAXIMUM 2%. LONGITUDINAL SLOPES sto
ON SIDEWALKS MAXIMUM 5%,
10. Contractor will control and prevent off-site tracking of Allowable Runoff Rate: 0.60 CFS
construction runoff to adjacent
l public roads. NOTE: _.._. Discharge from 2' Curb Opening: 1,49 CFS being slowed by gravel
11. Contactor is to protect existing storm drainage system ARROWS INDICATE DIRECTION !- �` - ' - ___ then by natural vegetation
OF WATER FLOW OFF THE
according to protection Illustrations provided.
�.
i PARKING LOT
BACK OF CURB TO
BE PARALLEL TO.
NORTH PROPERTY LINE
o 80.96' --s
E
ASPHALT PAVING
/
z_ t-
z
I \ GARAGE DOOR � (n O
TO BE REMOVED 6W-A1r LINE` �— w =
BACK OF CURB TO
O BE T' BELOW FINISHED ./ 32.941°
Q I FLOOR ELEVATION \ �/ -'�- —"'•4
• �"_ �.. t 3'-0•'C NCRK TE v o
DOOR $r TYPICALWAL
O
00,
X
I
O EXISTING STEPS
GRAVEL R.ETENTioN A-fkEq
i°° /
l; / ___fig: f *1,314 SQ.FT.
l / t, ASPHALT PAVING i ' / � / i, VETERIN ^A R Y
CLINI/,_ ✓ �r
--.---_ SWALE UNE
•' EXISTING HOUSE
ly �"
V15*71ON(1146
0.
� � f
o
Ll
45.00' e ,./,._
BACK OF CURB TO 1�
BE PARALLEL TO 9)
S.
7z"
SOUTH PROPERTY LINE
----ri�aEl
e I�rc7
F—
RI IIF.
W2WHITE
LANDSCAPE MULCH LAYER
SIMILAR TO 09EE503, SARGENT-
d SOWELL, INC, GRAND PRAIRE, TEXAS.
{ONE SIGN PER POST AT EACH
HANDICAP SPACE.
G' DIA.• SCHEO. 40, STEEL POST FILLED
WITH CONCRETE. SLOPE nONCRETE AT TOP OF POST.
SXT STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 2e IN SOLID
CONCRETE (12' DIA. HOLE).
- 1 �4 ?.i;,q NISHED GRADE
CONCRETE2. ANcwoR-
12°
HANDICAP SIGN
(NO SCALE)
NOTE:
DRAINAGE LAYOUT IS SCHEMATIC ONLY,
CONTRACTOR IS TO VERIFY GRADES AND
ABILITY TO SLOPE AND DRAIN PROPERTY AND
!MPROVEMENTS BASED ON THE CONCEPTUAL
INFORMATION SHOWN IN THIS PLAN PRIOR
TO CONSTRUCTION, 11
3.88'
)POINT FO THIS W iK TO
PLACED AT MIDPO NT OF
5 ENTRY DOOR,
50.44'
� "�• 1. " .
O
ryo j/
C
DIRECTIONAL
SIGN ASPHALT PAVING 111 .! • . .
rOONC: CURB & GUTTER
TYPICAL SYM. - .
" " " ' ' 'CONCRETE APRON
�rn . `
3.60' ,
PROJECT
6' HEIGHT 8
NOTE.,
BOUNDARY, EASEMENT AND EXISTING STRUCTURES
INFORMATION TAKEN FROM PROPERTY SURVEY DRAWN
BY DONALD W, BROOKS FOR JIM AND DEBBIE EVENS
DATED 1-26-96
DONALD W. BROOKS LAND SURVEYOR
R.L.S. # 5
NORTH LITTLE ROOK, ARKANSAS
Ju I
10 15 0 10 20
SC LI
BACK OF CURB TO
6300
BE PARALLEL TO
HOUSE. AND STEPS
U
✓9�fi
4'---a----.-w
-BACK OF CURB TO
z
O
-
- BE PARALLEL TO
O
a
-
SOUTH LINE.
O
i
SPROPERTY
/ TIE NEW SIDEWALK
w
I
O EXISTING STEPS
GRAVEL R.ETENTioN A-fkEq
i°° /
l; / ___fig: f *1,314 SQ.FT.
l / t, ASPHALT PAVING i ' / � / i, VETERIN ^A R Y
CLINI/,_ ✓ �r
--.---_ SWALE UNE
•' EXISTING HOUSE
ly �"
V15*71ON(1146
0.
� � f
o
Ll
45.00' e ,./,._
BACK OF CURB TO 1�
BE PARALLEL TO 9)
S.
7z"
SOUTH PROPERTY LINE
----ri�aEl
e I�rc7
F—
RI IIF.
W2WHITE
LANDSCAPE MULCH LAYER
SIMILAR TO 09EE503, SARGENT-
d SOWELL, INC, GRAND PRAIRE, TEXAS.
{ONE SIGN PER POST AT EACH
HANDICAP SPACE.
G' DIA.• SCHEO. 40, STEEL POST FILLED
WITH CONCRETE. SLOPE nONCRETE AT TOP OF POST.
SXT STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 2e IN SOLID
CONCRETE (12' DIA. HOLE).
- 1 �4 ?.i;,q NISHED GRADE
CONCRETE2. ANcwoR-
12°
HANDICAP SIGN
(NO SCALE)
NOTE:
DRAINAGE LAYOUT IS SCHEMATIC ONLY,
CONTRACTOR IS TO VERIFY GRADES AND
ABILITY TO SLOPE AND DRAIN PROPERTY AND
!MPROVEMENTS BASED ON THE CONCEPTUAL
INFORMATION SHOWN IN THIS PLAN PRIOR
TO CONSTRUCTION, 11
3.88'
)POINT FO THIS W iK TO
PLACED AT MIDPO NT OF
5 ENTRY DOOR,
50.44'
� "�• 1. " .
O
ryo j/
C
DIRECTIONAL
SIGN ASPHALT PAVING 111 .! • . .
rOONC: CURB & GUTTER
TYPICAL SYM. - .
" " " ' ' 'CONCRETE APRON
�rn . `
3.60' ,
PROJECT
6' HEIGHT 8
NOTE.,
BOUNDARY, EASEMENT AND EXISTING STRUCTURES
INFORMATION TAKEN FROM PROPERTY SURVEY DRAWN
BY DONALD W, BROOKS FOR JIM AND DEBBIE EVENS
DATED 1-26-96
DONALD W. BROOKS LAND SURVEYOR
R.L.S. # 5
NORTH LITTLE ROOK, ARKANSAS
Ju I
10 15 0 10 20
SC LI
SHEET NO,
C-1
�. P 1
z
0
W
z
Q
LLI
Q Q
Zo
NdQ
J
5a
>
W UJ
>
LU
to
U
dill
SHEET NO,
C-1
�. P 1