Z-3879-C Map 212" R.C.P. CULVERT
FLOWLINE ELEV.= 285.75
- - _ 140 WM ,3'OOAK
-� S 8� 5 E 616.95' �� - .
SSMH 1
I
3��1`GE EEASEMENT
12" R.C.P. CULVERT
FLOWLINE ELEV.= 286.29
FLOOpWAY
--
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' CHICOT ELEMENTARY SCHOOL
/ I FINISH FLOOR ELEV. = 296.00'
I
SANITARY SEWER MANHOLE SCHEDULE:
------� '
SSMH #1: TOP ELEV. =287.05
' ' FLOWLINE OUT ELEV =280.18
SSMH #2 TOP ELEV. = 286.76
' FLOVIV NE OUT ELEV. = 279.78
SSMH #3', TOP ELEV. = 285.00
II I FLOWUNE OUT ELEV. = 27935
L-�
SSMH *4: TOP ELEV =286.05
---- FLOWUNE OUT ELEV. =278.90
SSMH #5: TOP ELEV. = 287.43
FLOWUNE IN ELEV. (SOUTH)=279.86
FLOVVUNE OUT ELEV. =278.76
SSMH #8: TOP ELEV. = 285.97
FLOWUNE OUT ELEV. =278.87
SSMH #7. TOP ELEV. = 29278
FLOWUNE OUT ELEV. = 283.93
2" ASPHALTIC
SURFACE COUPcF
3" ASPHALTIC
BINDER COURSI
B" CRUSHED
STONE(SB-2)
COURSE 0 95'
MODIFIED PRO(
DENSITY
12" COMPACTE
SUBGRADE AT
MODIFIED PRO,
DENSITY
PAVEMENT- SECTION
41i
' SCHOOL
BUILDING
TACK CCA- AT A RATE
OF 0.03 GAL/Sy SCHOOL
PRIME COAT AT A BUILDING
RATE OF 0.25 GAL/SY I
- d0 I
RIW.0' -1
THE FINAL PLAT OF CH ICOT ELEMENTARY SCi00L
ADDITION SUBDIVISION SHOWS AN ADDITIONAL 10' RNV
DEDICATION FROM ORIGINAL RNV
SIGN (BUSES ONLY) SANITARY SEWER EASEMENT FROM
THE LITTLE ROCK SCHOOL DISTRICT
' OGUM TO THE CITY OF LITTLE ROCK-
' "oe DOC UMEN T#2002122850
4, ` +..,{,,,2`A'1'ATO.°AKy'��()},I40ASH
VY
140 WM "'- •r �"e�" 26'0OAK
-'�- 24 GlM1 _ 24'0 UaL��w
-r \ SMITH CREEK
I SSMH #2 C•� �. _
R20.W �� \ • 1..x,3\ -1
♦ IMs.(1500' \N
SIGN \
(BUft1E0TELEPHM \ .
- 0 \ SSMH #3 . t
IN UTILITY
EA =NT F M THE LI E T METAL
K OL DISTRICT 0 GUARDRAIL
THE OF LE ROC
CU # 2001099052
4.0'
O 12 11 t \ 10
22.5' 20.0' 9.0'
&0 "
#1 TOP ELEV. = 287.20 \
FLOWUNE OUT ELEV. =284.20 tee„
K_
SSMH
BRICK
I� SIGN \
5.0, -!!w
19.0, y a.0'
/40, NATURAL GAS VALVES
FENCED ENCLOSURE,
DEPARTMENT SERMCE UNE BwftGgLE IRON PIPE) W
0 OAK
SHRUBS 181 -OPINES W �- \N
w
\N - ` SERVICE LINE LOCATIONS
W W
(BURIED
PIPE BOLLARDS WITH CAI
R42,0' -
W
SIGN
R71.0'
PAYING NOTES APPLICABLE TO ALL PAVEMENT SECTIONc cunwN OR REFERENCED HEREON:
1. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF .,URB WHERE CURB
CONTACTS ASPHALT.MEET THE
2. ALL AND NECESSARY FOREQUIREMENTS IOFSTHEECIFIED AHTD STANDARD SPECFICATIONS,S PTRUCTION ECIFICALLY SEC71ONN407OF PAVEMTHFOR ASPHALT
SURFACE COURSE, SECTION 303 FOR BASE MATERIAL, AND SECTION 501 FOR CONCRETE PAVEMENT.
3• SUBGRADES MUST BE PROOFROLLED BY OVERLAPPING PASSES WITH A RUBBER -TIRED
CONSTRUCTION VEHICLE WEIGHING AT LEAST 25 TONS, SUCH AS A LOADED SCRAPER OR
TANDEM -AXLE DUMP TRUCK. ANY SOFT OR UNSTABLE AREAS IDENTIFIED DURING PROOFROLLING
SHOULD BE OVEREXCAVATED AND REPLACED WITH NEW ENGINEERED FILL, IF THEY CANNOT BE
EFFECTIVELY STABILIZED IN-PLACE. A MINIMUM OF 18" OF SELECT ENGINEERED FILL IS REQUIRED
UNDER PAVED AREAS.
4. EDGES OF EXISTING PAVEMENT SHOULD BE CUT CLEAN WHERE NEW PAYMENT ABUTS.
5. ALL EXISTING PAVEMENT IS TO BE OVERLAYED, EXCEPT FOR THE CONCRETE ADA STALLS
LOCATED ADJACENT THE BUILDING WALKS. THE PAVEMENT MUST BE CLEANED AND FREE OF DUST
PRIOR TO THE PLACEMENT OF THE TACK COAT.
S 89'37'17" W 403.19'
".0'
R4&0'
CONCRETE
3:
R
36'RCP OUTLET\
FLOWLINE ELEV. = 267.43 I I
III
CONCRETEI
BRIDGE
I I i
I I I I
SIGN
ICBQSSWAL%)
I i I I STMH 42 TOP ELEV
(INACCESE
I I
I I I
SSMH 0
I
I_;/
15.W
J SANITARY SEWER EAE
THE STATE LAND COM
TO THE CITY OF LITTLE
CROSSWALK DOCUMENT#20021075
$'0 ELM
WOPINE T.B.M. TOP NORTH BOLT
SSMH 05 ON FIRE HYDRANT
12'"RCP ELEV: 289.38'
SBO FIBER OPTIC
ACCESSCOVER
340 PINE
lww
121111
1611111"
4 I I 16
jEL DRIVE
r�
29.0' I I
-- BT - _- R25,0'
/ BT - _ BT
S 89048'14' W 203.47' 0 0
R4&0
e CHAIN LINK FENCE
r I
0 0
' I 0 ` \
18'C.M.P. CULVERT
r�``-L\i•'�� �'f FLOWLINE ELEV.= 291.34
I METAL
BUILDING
R100.0'
I
I
FOUND
1/2' PIPE
' TELEPHONE
RISER
15" R.0 P. CULVERT
FILLED WITH DEBRIS
w GRAVEL DRIVE
0
OC
F
U_
x
U
MABELVALE CUT OFF
D
O
K
z
Zl
K
\ In
SITE' W
U
VICINITY MAP NTS
EXISTING LEGEND:
J
TREE UNE
>r--K-x
NARE FENCE
D
BRICK COLUMN
•
STEEL PIPE BOLLARD
CURB & GUTTER
PAVEMENT EDGE
EXISTING BUILDING
OP-
OVERHEAD POWER LINE
•
FOUND IRON PIN
G -
BURIED GAS UNE
FO
BURIED FIBER OPTIC UNE
- BT-
BURIED TELEPHONE LINE
- OP
OVERHEAD POWER LINE
- W -
BURIED WATER UNE
- SS -SANITARY
SEWER UNE
- - - -
- STORM SEWER UNE
• -
FLOOD ZONE LIMITS
`^
SHRUB / TREE UNE
-
POWER POLE ANCHOR
v
ELECTRIC POWER POLE
:1
LIGHT POLE
o
SIGN (AS NOTED)
♦
ROOF DRAIN
®
GAS METER / REGULATOR
•
STEEL PIPE BOLLARD
o
FIRE HYDRANT
T.B.M. TOP N.E. BOLT
WATER VALVE
®
WATER METER
PROPOSED
LEGEND:
SSMH #7
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED.
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS.
3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR
UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.
4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE.
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F..
6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES.
8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING.
CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE
NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.
9. ALL DIMENSIONS ARE TO FACE OF CURB, CENTER OF STRIPE, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION.
11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS.
12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF HERMITAGE CONSTRUCTION STANDARDS.
13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY
COMPANY LOCATIONS/RECOMMENDATIONS.
14. ALL AREAS SHOULD BE PROOFROLLED TO IDENTIFY ANY AREAS SUBJECT TO PUMPING. ANY AREAS FOUND TO BE DEFICIENT SHALL BE
UNDERCUT TO A MINIMUM DEPTH OF 1' AND RECONSTRUCTED WITH CRUSHED STONE (SB -2) IN 4" LIFTS AND COMPACTED TO 100% MODIFIED
PROCTOR DENSITY.
PLANS ARE PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS
SIGNED AND DATED. CONTRACTORS ARE CAUTIONED AGAINST
ORDERING EQUIPMENT BASED ON PRELIMINARY PLANS.
` .0" GIATeS "%
S 5 ''µPORq +%I,
60
A7: Z
SEAL m
1983 Tn
t'AkASS
REGISTERED
PROFESSIONAL,
ENGINEER
***
ERNEST J. PETERS
6+. No. 4682 ,10
ALLISON
A R C H I T
\goo
E C T S
4r
N
Scale 1'1 = 40'
PETERS & ASSOCIATES
ENGINEERS, INC.
• CIVIL & MMC ENGINEERING •
5507 Ranch Drive- Suite 205
LITTLE ROCK, ARKANSAS 72223
Voice: 501-868-3999 Fax: 501-868-9710
PROPERTY LINE /
O
R.O.W.
CURB & GUTTER
24" R.C.P. CULVERT
O
FLOWLINE ELEV.= 287.74
- EDGE OF PAVEMENT
~O
Vr24"ULVERT
a�
CONCRETE WALKS
UELEV.=
289.15 - - ..- - (SEE SHEET FOR SIZE)
O
36" 0 OAK r `
°'
I_
V,
MAILBOX
N
GRAVEL DRIVE
18" C.M.P. CULVERT
FLOWLINE ELEV=290.97
ca
U_
24" 0 CEDAR
L0 W
15" R C P CULVERT
FILLED WITH DEBRIS
T.B.M. TOP N.E. BOLT
.O- N
ON FIRE HYDRANT -
ELEV.= 295.33'
SSMH #7
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED.
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS.
3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR
UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.
4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE.
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F..
6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES.
8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING.
CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE
NOT VERIFIED PRIOR TO NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.
9. ALL DIMENSIONS ARE TO FACE OF CURB, CENTER OF STRIPE, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION.
11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS.
12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF HERMITAGE CONSTRUCTION STANDARDS.
13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY
COMPANY LOCATIONS/RECOMMENDATIONS.
14. ALL AREAS SHOULD BE PROOFROLLED TO IDENTIFY ANY AREAS SUBJECT TO PUMPING. ANY AREAS FOUND TO BE DEFICIENT SHALL BE
UNDERCUT TO A MINIMUM DEPTH OF 1' AND RECONSTRUCTED WITH CRUSHED STONE (SB -2) IN 4" LIFTS AND COMPACTED TO 100% MODIFIED
PROCTOR DENSITY.
PLANS ARE PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS
SIGNED AND DATED. CONTRACTORS ARE CAUTIONED AGAINST
ORDERING EQUIPMENT BASED ON PRELIMINARY PLANS.
` .0" GIATeS "%
S 5 ''µPORq +%I,
60
A7: Z
SEAL m
1983 Tn
t'AkASS
REGISTERED
PROFESSIONAL,
ENGINEER
***
ERNEST J. PETERS
6+. No. 4682 ,10
ALLISON
A R C H I T
\goo
E C T S
4r
N
Scale 1'1 = 40'
PETERS & ASSOCIATES
ENGINEERS, INC.
• CIVIL & MMC ENGINEERING •
5507 Ranch Drive- Suite 205
LITTLE ROCK, ARKANSAS 72223
Voice: 501-868-3999 Fax: 501-868-9710
REVISION:
O
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O
DATE:
SCALE:
DRAWN BY:
PROJECT NO:
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REVISION:
SHEET TITLE:
SITE
PLAN
DATE:
SCALE:
DRAWN BY:
PROJECT NO:
MAY 21, 2007
1"=40'
EJP
235
SHEET NO.:
C1