HomeMy WebLinkAboutS-867-O(9) - Preliminary Plat - DRAINAGE 100322AD
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DELTIC REAL ESTATE
05 \ \ INSTR. # 2018009550
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LHILGENERAL SITE UTILITY CONSTRUCTION NOTES•
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INSTR. # 202 06477
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25 BUILDING LINE \ �,o' / - ---rn
DELTIC REAL TATE
l� 1. FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED
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INSTR. # 2018 9550 SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS,
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^'�' TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE
75.0' 75,0' % = / SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS
a5.0`' 0. / N l
o': % 5. _ o AD tf SHOWN. MINIMUM PAVEMENT SLOPES SHALL BE 1 %, MINIMUM FINISH
/ M jam_ 25 UILDINGLINE
�� ^7 f\ / \ a, _ �� �� SLOPES ON GRASS OR SOD SURFACES SHALL BE 1%, MINIMUM
`� 00 �' t �` LONGITUDINAL CONCRETE CURB & GUTTER SLOPE SHALL BE 0.6%,
LOp� o O o `• % - - `' 1so•o' �% f SPILL OUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND
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" '�� O~� '0 AT DISCHARGE POINTS.
main ____ 2. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL
N893 318E J j jm 133.3' 0•:o SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED)
75•0' 75.6'� 86. ' \. �- �� 6 i ! r- "`� 1500 ,' AS SOON AS POSSIBLE. THE CONTRACTOR SHALL FILE A NOTICE OF
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Fy 25.4' %f GE'ESMt• INTENT WITH THE ARKANSAS DPC&E. THE SITE SHALL
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-y��, --'- o ---- BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION,
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�y �, / WATER SHALL NOT BE ALLOWED TO POND.
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a' �5 ' ` ` ` ry - 3. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND
�o % o _ GRUBBED. THE MAXIMUM FILL SLOPE SHALL BE 3:1. ALL FILLS
l % f-._1 7 ,°, �" 5.0 \ _. o---_-_/�'f �1to. �� } SHALL BE MADE IN 8" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE
j3'7p5' '� CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS
n7 ES IAN PAT Fi� 150.0',_ -_._ s s
- h o I J \ r __-- a . -- ' --- s DETERMINED BY IN -PLACE DENSITY TESTS. BORROW AND FILL
_� �, MATERIAL SHALL BE SELECT CLAY SAND OR SANDY CLAY HAVING A
�5 - - �- <-----��°� -- � LIQUID LIMIT LESS THAN 40 OR OTHER APPROVED FILL. FILL SOILS
ry '� . 1591. � 1 �' qj , . s 'l CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS
`75CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL
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�O \ � \ ; � 7s•0• / � ,.-- �� � � �5.°' _ ,y ��, �� - � �----------- ---- ~`''---- USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE
7'17'56"E �n
T CONTENT WITH A VIBRATORY SHEEPS FOOT COMPACTOR.
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79'---- tg16' /', m - °- o 4. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY
PC,
_ 0 ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED
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BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE
-- N22'4s'29 ` i v j 72•¢' 71 5' : CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE
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MI AMAR PLACE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED
# 2014000156 - V �'' /' /-�s % jo'% - ,-" - - -- E ��i _ ..- C� STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT
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„� d �� tra0t�gs5j"w `(p`_._o _- ram• - < < _ ,y�� THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE . ALL
h h MIRAMA PLACE 33 79/ ' ; o _ - _ - - - °' 6 ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM
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E RAN T ,
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- -� j r - = . j �- r ,,o,_ _ __. _ / AND COMPACTED WITH SELECT AND APPURTENANCES. ALL IMATERIAL LITY NASESPEC F SPS SHALL ECIFIED NOTE 1#3 D
- - - % ' ABOVE
R425.00 `
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tiaC •� ZS' E(/r � � C N79'52i58"�`�\ 54.T 4�.2' �t 46.2' .59.5� r3`6.1% . _ "�- - --' - _ � � '% '' -��� �"� /
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LC 10937 �,`
i i r 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS,
G s• - - TRACT IA (! - l j / ii - _ �'� �� �� / 'Oti CODES AND ORDINANCES GOVERNING WORK OF THIS TYPE.
zs•; ;3�1 �' - , =--_� - _ / i �� " �� �6 EX. CAR /PEDESTRIAN P TH
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�` Z�r 41035 � L- 1 ` 240•?0' - % - i' / �o �j 6. THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE
tvo2so o �a5� o' 214 �;% ,i r F ; / j /� ji �� s g ;� j / ;t® '� WITH AHTD SPECIFICATIONS.
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X �' / l i1 �'/; / /� 7. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK
trait - � � �`� � � � ' � , , ; �� j �� �. � �� ,
�> o� /�9 �5 AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF.
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j� N, a v7;W 5,�s6F VERENNES COURT IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE
\ / RI #' '9 PROTECTED BY THE CONTRACTOR.
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/ INSTR, # 20170707
/ 8. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH
BELL AND SPIGOT TYPE JOINTS. PIPE MATERIAL AND INSTALLATION
SHALL BE IN CONFORMANCE WITH APPLICABLE ARKANSAS DEPARTMENT
l o. OF TRANSPORTATION ARDOT STANDARD CONSTRUCTION
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'� �` �� _-- = I tip' 9. ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES
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o` \ INCLUDING INSTALLATION, SHALL COMPLY WITH THE LATEST CENTRAL
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ARKANSAS WATER AND LITTLE ROCK WATER RECLAMATION AUTHORITY
SPECIFICATIONS. CONNECTIONS SHALL NOT BE MADE TO EXISTING LINES
UNTIL NEW CONSTRUCTION HAS BEEN TESTED AND APPROVED BY THE UTILITY.
10. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE
LOCATION OF THE EXISTING IMPROVEMENTS.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGING ANY
EXISTING IMPROVEMENTS WHICH ARE TO REMAIN.
PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL REVIEW THE
PLANS AND SPECIFICATIONS. HE SHALL VISIT THE SITE AND INSPECT
THE CONDITION OF THE SITE AND THE ADJACENT IMPROVEMENTS.
11. THE CONTRACTOR SHALL CALL "ONE -CALL" FOR LOCATION OF ALL
UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION.
12. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION
OF FILLS SHALL BE DISPOSED OF OFFSITE.
REG S R
0 S AL
E I ER
TI OTHY . DATERS
No. 5033 A#