Z-3836-G Map 20LEGEND (EXISTING)
SYMBOLS LINLWDRK
o
FOUND IRON PIN
EASEMENT
LIGHT POLE
POWER POLE
CURB
®
TELEPHONE PEDESTAL
S
IV PEDESTA'
INTERMEDIATE CONTOUR
0
MANHOLE
INDEX CONTOUR
SANITARY SEWER CLEANOUT
v
GAS METER
SANITARY SEWER LINE
D4
GAS VALVE
-----`-----G
GAS UNE
------
STORM STORM SEWER PIPE
------W---- W
c
DOWN GUY
WATER LINE (SPECIFY SIZE & TYPE)
DG
WATER VALVE
-----UOT------UGT
-
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
AIR RELEASE VALVE
-UGE- R, -UGE- q -UG --4-
UNDERGROUND ELECTRIC
4
FIRE DEPARTMENT CONNECTION
_-�E--�{--wE--{,--GhE--M-
O
WATER METER
OVERHEAD ELECTRIC
®
SPRINKLER HEAD
----uG------Ucry
m
ELECTRIC PEDESTAL
UNDERGROUND TELEVISION
-oHrv-----onry
®�
OVERHEAD TELEVISION
GRATED INLET
CHAIN LINK FENCE
DROP INLET
--
WOOD FENCE
BARBED WIRE FENCE
TREE
FO Fo
FIBER OPTIC
'
RIGHT OF WAY
TREE TO BE REMOVED
♦
ROAD CENTERLINE
LEGEND (PROPOSED)
SET IRO: PINEASEMENT
-.-.--------------------
LIGHT POLE
X
POWER POLE
CURB
TELEPHONE PEDESTAL
1
G
TV PEDESTAL
INTERMEDIATE CONTOUR
(�
MANHOLE
1
INDEX CONTOUR
o
SANITARY SEWER CLANOUT
A
GAS METER
SANITARY SEWER LINE
frW4
GAS VALVE
E E
STORM SEWER PIPE
GAS LINE
z-x
STRUCTIRE NUMBER
• •
WATER LINE
!+�
WATER VALVE
FIRE HYDRANT ASSEMBLY
.---TEr
UNDERGROUND TELEPHONE
118E
AIR RELEASE VALVE
I
uee 1 uz
14
FIRE DEPARTMENT CONNECTION
UNDERGROUND ELECTRIC
•
WATER METER
-1
OVERHEAD ELECTRIC
■
BACK FLOW PREVENTER
-
•
REDUCER
FIBER OPTIC
Fp
PLUG VALVE
®
DROP INLET, GRATED INLET
OR JUNCTION BOX (SPECIFY
UNDERGROUND TELEVISION
anv am
ON PLAN SHEET)
OVERHEAD TELEVISION
CHAIN LINK FENCE
WOOD FENCE ~~
BARBED WIRE FENCE
BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
CO
:GE:N�NO
i. ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTIENCE AND LOCATION OF ANY UNDERGROUND
U'FILIIY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH
CF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILTRES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS
TO THE ACCURACY Or THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN, AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY
VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE INITIATION OF THE ACTUAL
PORTION OF THEIR WORK.
2. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED
COONSTRUCTION PRAMIC S, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES,
IN, OR NEAR THE CONSTRUCTION SITE.
3. OWNERSHIP OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON,
TULL, & ASSOCIATES, INC., AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER
PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL, & ASSOCIATES, INC.
4. CONTRACTOR SHALL NOT CAUSE ANY INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY
OWNERS, PEDESTRIANS, ETC. DURING THE CONSTRUCTION OF THIS PROJECT. THE
CONTRACTOR SHALL NOT DISRUPT ACCESS TO ADJACENT PROPERTIES AT ANY TIME DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR
INCONSISTENCY IS IDENTIFIED ON THE PLANS AND/OR SPECIFICATIONS.
6. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL
REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED
ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
7. CRAFTON, TULL, & ASSOCIATES, INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR
CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A PORTION OF THE
WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES
INVOLVED THAT CTA ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION
AND ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREFORE AND THE
EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL RELATED TRADES OR CONSTRUCTION
SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPECIFICALLY
REQUIRED IN THE CRAFTON TULL & ASSOCIATES SERVICE AGREEMENT WITH THE OWNER.
MATCH E STING
CURB IND GUTTER
a PROPOSED CURB AND
GUTTER
SAWCUT AND `„ \ EXISTING CROSSWALK
MATCH EXISTING
SIDEWALK PROPOSED
TACTILE PANEL
6'.
PROPOSED ykk
HC RAMP \
SAWCUT AND Q1
MATCH EXISTING \ 4
SIDEWALK
11� 11111
ENLARGEMENT A
SCALE: 1 "=20'-O"
MATCH EXISTING
CURB AND GUTTER
o i _
g,
0
5 11 12
II EXISTING ASPHALT
PARKING
\ `\ \ I 11
IE7
PROPOSED
6' WOOD DUMPSTER
SCREEN
,
/ / A
`''
1�44
12
91
08
FAMILY LIFE
CENTER
JX=, EXISTING 4' SANITARY
SEWER
i
EXISTING 4' SANITARY
SEWER
-------'
JU FAMILY UFE CENTER
/ FFE.: 494.75
EXISTING V SANITARY
SEWER
EXISTING 4" SANITARY
SEWER •
F,
FAMILY LIFE CENTE
EXISTI
SEWER NG 6' SANITARY
EXISTING 6' SANITARY
SEWER
6, b.
8 R POSE SP
_ PARKING
SITE NOTES r� �' gym\
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND ' ; `., `
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES TRUCK DOCKS, f%" ,
PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. /
3. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. f
4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS
5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR ; ' `,`.
LOCAL RESTRICTIVE CODES, WHICHEVER 1S MORE RESTRICTIVE �'
6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONSTRUCTION START. `
7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT. PROPOSED 5' RIGHT OF WAY
8. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR DEDICATION
AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
TOTAL AREA, BUILDING SETBACKS: DEVELOPER:
12.39 ACRES FRONT: 25' CHRIST THE KING CATHOLIC CHURCH
539709 SF EX. SIDE: 8' 4000 NORTH RODNEY PARHAM ROAD
REAR: 25' LITTLE ROCK, AR 72212
501.225.6774 FAX: 501.225.7169
R-2
PARKINQ
CIVIL ENGINEER:
346 SPACFS (23 HANDICAP ACCESSIBLE) EXISTING CRAFTON, TULL & ASSOCIATES, INC.
331 SPACES (24 HANDICAP ACCESSIBLE) PROPOSED 10825 FINANCIAL CENTER PARKWAY, SUITE 300
LITTLE ROCK, AR 72211
LEGAL DESCRIPTION PROVIDED (DEED BOOK 968, PAGE 363): 501.664.3245 FAX: 501.664.6704
A PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 13
HEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: WETLANDS NOTE:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SW 1/4 OF THE SE 1/4 AND RUN THENCE THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED
NORTH 0 DEGREES 37 MINUTES 30 SECONDS WEST ALONG THE CENTERLINE OF A COUNTY
ROAD $0 FOOT RIGHT OF WAY) FOR A DISTANCE OF 983.93 FEET; THENCE NORTH 89 ON OR NEAR ANY KNOWN DESIGNATED WETLANDS.
DEGREES 22 MINUTES 30 SECONDS EAST FOR A DISTANCE OF 30 FEET TO THE POINT OF
BEGINNING; THENCE NORTH 0 DEGREES 37 MINUTES 30 SECONDS WEST FOR A DISTANCE FLOOD STATEMENT:
OF 29&02 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 36 SECONDS EAST FORA THERE ARE NO PORTIONS OF THE PROPERTY SHOWN HEREON LYING WITHIN A SPECIAL FLOOD
DISTANCE OF 751.45 FEET; THENCE NORTH 0 DEGREES 04 MINUTES 44 SECONDS EAST FOR A
DISTANCE OF 30 FEET TO A POINT ON THE NORTH LINE OF SAID SW 1/4 OF THE SE 1/4 OF HAZARD AREA, AS SHOWN ON FLOOD INSURANCE RATE MAP PANEL N0. 050181 0042 F, DATED
SECTICH 21; THENCE SOUTH 89 DEGREES 35 MINUTES 36 SECONDS EAST FOR A DISTANCE OCTOBER 19, 2001.
OF 465,35 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF RODNEY PARHAM ROAD,
SAID POINT ALSO BEING THE POINT OF CURVATURE OF A 3.00487 DEGREE CURVE TO THE FIRE FLOW NOTE:
RIGHT, SAID CURVE HAVING A RADIUS OF 1909.55 FEET, A TANGENT OF 124.24 FEET AND
AN INTI]RNAL ANGLE OF 7 DEGREES 27 MINUTES 26 SECONDS; THENCE SOUTHWESTERLY PER CENTRAL ARKANSAS WATER, STATIC PRESSURE INTENDED TIE LINE IS 107 P.S.I.,
ALONG SAID CURVE TO THE RIGHT FOR A DISTANCE OF 248.53 FEET TO THE POINT OF RESIDUAL PRESSURE IS 102 P.S.I. AT TA FIRE FLOW VOLUME OF 1500 G.P.M.
TANGENCY THEREOF; THENCE SOUTH 44 DEGREES 22 MINUTES 50 SECONDS WEST ALONG
THE WEST RIGHT OF WAY LINE OF RODNEY PARHAM ROAD FOR A DISTANCE OF 829.21 FEET;
THENCE NORTH 45 DEGREES 37 MINUTES 10 SECOND WEST FOR A DISTANCE OF 660.13 FEET
TO THE POINT OF BEGINNING, CONTAINING 12.39' ACRES MORE OR LESS.
WOODLAND HEIGHTS
25' BUILDING SETBACK
C.T.K. SCHOOL
C 1.2
C.T.K. SCHOOL
FFE.: 496.90
PROPOSED
I CLASSROOM BUILDING
FFE.: 496.95
y
I I 1
'LXISTING 2" WATER J U
III LINE
I CHRIST THE KING
I CHURCH
FM.: 497.00
I I EXISTING
1/2- GAS LINE
EXISTING 4" SANITARY
L - SEWER --- �.
�60
aU
8
�o
C.T.K. SCHOOL
!t
�m
PICK-UP/ $�
I DROP oFF �
AREA �
W/F,
Aff O O O
PROPOSED Af
DRIVE
EXISTING 2' WATER
LINE
C___.. 16 16 - 16
EXISTING ASPHALT
PARKING
10 - -
EXISTING
1-1/22- GAS LINE
_ - - / PICK-UP/ _
g& g 5 6 g g # ',i' DROP OFF ROUTE
5
4 PROPOSED --------------
ASPHALT PA i ' -
i I '
CHURCH OFFICE
I I
?s.
.1
� I
Y I
c EXISTING ASPHALT
4 A PARKING R
i2.
m
75.
PROPOSED RIGHT OF WAY
DEDICATION
ENLARGEMENT A
SEE THIS SHEET
GRAPHIC SCALE IN FEET
60' 0 6(
IE EXISTING CHAIN
FENCE & GATES
D ASPHALT
WIDENING
AREA
PARENT PICK-UP/
DROP OFF AREA
O
,z
Eo
N mm
n �
OC
L7
a m
CC
o z
(L
U
0
z
k'
uJ
L
ENGINEER'S NOTICETO CONTRACTOR
� �
�
i-
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
Y
O N
UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS
W
H-
r`
U No
ARE OBTAINED BY A SEARCH Or• THE AVAILABLE RECORDS.
° <
� �
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
THESE
` LU
LU Ljj
-7-
N c�
UTILITIES EXCEPT AS SHOWN ON DRAWINGS AND WE
ASSUME NO RESPONSIBILITY .AS TO THE ACCURACY OF
,.,
CC
THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND
ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE
DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE
FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION
/
OF THEIR WORK.
v
SAFETY NOTICE TO CONTRACTOR
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, THE CONTRACTOR WILL BE SOLELY AND
COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB
SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS.
THE DUTY OF THE ENGINEER TO CONDUCT
W
V
CONSTRUCTION
REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE
CONSTRUCTION SITE.
O
O
L
ui
<
m
Q
z
OWNERSHIP OF DOCUMENTS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN, AS AN INSTRUMENT OF
LU
Q
<C
PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON,
TULL & ASSOCIATES, INC., AND IS NOT TO BE
LL
USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITH
LL)
C,)
OUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL
Z
& ASSOCIATES, INC.
z
Z
LLE
NOTIFICATION OF LD,11TED SERVICES
CRAFTON, TULL & ASSOCIATES, INC., (CTA) HAS
O
NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION
ADMINISTRATION OR OBSERVATION SERVICES ON ALL OR A
W
PORTION OF THE WORK INDti'.4'f<.0 ON THESE DRAWINGS.
THEREFORE, THE CTA HEREBY NT0I iFIES ALL PARTIES
INVOLVED THAT THE CTA ASSUMES' NO RESPONSIBILITY FOR
THE INTERPRETATION, COORDINATION AND ADMINISTRATION
THESE DOCUMENTS AND/OR DEVIATIONS THEREFROM AND THE
EFFECTS THOSE CHANGES MAY HAVE ON ANY AND ALL
RELATED TRADES OR CONSTRUCTION SEQUENCES, OR
OPERATION OF THE COMPLETED PROJECT, EXCEPT AS SPEC-
' �q
IFICALLY REQUIRED IN THE CTA's SERVICES AGREEMENT WITH
v '
THE OWNER.
Lf_
2
DIG 1
W Z
m ® m
J �
O..AQ )'D
4
__Avww iiiiim ra _
Q •omewo HEOM m
m nPFnl' v
4m IN
sm
�m.9rmt n•orr
\\ ie,.SITE
Ott r 94AWs_ FISM qe s�jp_Erp "Ytr�� 14%tzr LY
Mal cum CA ftacrm LN
s Kammi u a TAM U!I 44ft Y4 u,
ate!• men LN
"' atli an ga:•wEoo ut
I I F'MRIYR : k I war
3
nwwmn• wusr E•
VICINITY MAP
10825 Financial Center Parkway, Suite 3Ci:
Little Rock, Arkansas 72211 OF gUT,y�P
Crafton Tull ='� CRAFTON TOLL&
®
.- engineering surveying ASSOCIATES, INC.=_ a No. 109
501,664.32451 501.664.6704f y �'
z www.craftantulLco'n
G '�KgN'AS ENO�NE
CTA PROUECT 9 12807AOO nn....,..
v
JDRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL
NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM
WITHOUT PRIOR CONSENT OF ROARK PE^?UINS PERRY
YELVINCzl ON ARCHITECTS. DO NOT SC7a FE DRAWINGS. USE
GIVEN DIMENSIONS ONLY. IF NOT SHOWN. Vc-RIFY DIMENSIONS
WITH THEARCHITECT. CONTRACTOR SHALL CHECK AND VERIFY
ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
ARKANW 1
REGISTERED
PROFESSIONAL
ENGINEER.
*** IN
a'Q.e_ No. 13217 _c J,
REVISIONS DATE
24
OVERALL SITE PLAN
JAN 2 8 2013
- _
1387
DATE JOB NO.
C1.0
SHEET OF
2 ,� 83��Cs-