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F.F. 383.31 I ENGINEERS, INC
❑ ❑ I 9 900 West Markham
19�II Little Rock, Arkansas 72201
PH# 501.371.0272
Fax # 501.371.9932
1810 N. College
10) 2 4 CCI_- .1 M N S I Faye PH# 479.443 23377
7 2702
Fax # 479.443.9241
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61JRFORD HOLLY MIN.
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C TER TO CENTER (TYP)
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BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL m / - 7 - ; I 6" DRAIN PI48404.17 7AMP1
11TLET \ , r m
4. ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE U / �'= 12 74,871 I I
STORED TO THEIR ORIGINAL OR -
SPECIFIED. ; / 2' WIDE CONCRETE DRAIN NTH 1/4"
ALUMINUM PLATE COVER
5. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR _ (SEE DRAIN DETAIL SHEET C1.5) I I i I I I I `
8 TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. I I --
6. WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN N
WATERLINES CROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION
WITH WATER ON TOP, ELSE ENCASEMENT PIPE WALL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY
THE ARKANSAS DEPARTMENT OF HEALTH IN WRITING.
7. INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING
NATURAL GAS LINES (20' EACH SIDE OF CROSSING) AND WHERE (OTHERWISE I SHOWN.
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INTERIOR PARKING SPACES TO BE STRIPED TO THE 11 I �°
DIMENSIONS ON THIS SHEET AND PERTHE SPECIFICATIONS.
EXISTING STRIPING IS TO BE BLACKED OUT AND RESTRIPED --- y�-
AS TO MATCH NEW STRIPING FOR INTERIOR SPACES Y. I II I I I FL IN 60" RCP
I I F M NORTH=353.25
T 12" RCP
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GENERAL NOTES,
1. ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT
INTERACTION W/ OVERHEAD OR UNDERGROUND POWER SOURCES.
2. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE MOWN ON
)
THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING
HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRSTO
U71UTIES DAMAGED BY CONTRACTOR SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR
STRUCTURE. THE CAST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR.
3. ALL STREETS. Je4;VES. WALKS. DRAINAGE STRUCTURES. FENCES. ETC. THAT ARE DISTURBED StiAii gf
MARYLAND AVE. (W. 9TH STREET)
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48909.51
1221 968.0 I
ii -F- -I-IOHF_
❑ MICE
McCLELLAND
�f F. F. CONSULTING
F.F. 383.31 I ENGINEERS, INC
❑ ❑ I 9 900 West Markham
19�II Little Rock, Arkansas 72201
PH# 501.371.0272
Fax # 501.371.9932
1810 N. College
10) 2 4 CCI_- .1 M N S I Faye PH# 479.443 23377
7 2702
Fax # 479.443.9241
I I
III
I I
I I
If I
61JRFORD HOLLY MIN.
i AT TIME OF PLANTING
C TER TO CENTER (TYP)
I
I
I 1
I
X
O
O
LD
I
BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL m / - 7 - ; I 6" DRAIN PI48404.17 7AMP1
11TLET \ , r m
4. ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE U / �'= 12 74,871 I I
STORED TO THEIR ORIGINAL OR -
SPECIFIED. ; / 2' WIDE CONCRETE DRAIN NTH 1/4"
ALUMINUM PLATE COVER
5. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR _ (SEE DRAIN DETAIL SHEET C1.5) I I i I I I I `
8 TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. I I --
6. WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN N
WATERLINES CROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION
WITH WATER ON TOP, ELSE ENCASEMENT PIPE WALL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY
THE ARKANSAS DEPARTMENT OF HEALTH IN WRITING.
7. INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING
NATURAL GAS LINES (20' EACH SIDE OF CROSSING) AND WHERE (OTHERWISE I SHOWN.
LLJ
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OI M if
" I
II of
If I �I PHALT
PA KING L
I II
NOTE: I I
II I
INTERIOR PARKING SPACES TO BE STRIPED TO THE 11 I �°
DIMENSIONS ON THIS SHEET AND PERTHE SPECIFICATIONS.
EXISTING STRIPING IS TO BE BLACKED OUT AND RESTRIPED --- y�-
AS TO MATCH NEW STRIPING FOR INTERIOR SPACES Y. I II I I I FL IN 60" RCP
I I F M NORTH=353.25
T 12" RCP
II I I TO SW=352.45
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