Concept Grading Plan_J
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522
522
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TC 521,50
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(VOL.
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524,50
~-69 45 21"
R=455.00'
L=553.68'
T=316.96'
CB=S 5,5'31'46"
CD=520.15'
W
LOT 5, BLOCK A
FREEPORT NORTH
2000102, PO. 4826)
FREEPORT NORTH
(VOL. 84.205, PG. 1856)
EL 523.60~'
//~---"----
NISH FLO01: ATtON'~--52{
EL G 524,10
T¢
525.50 ........... ~.. <,5.;
CONCRETE PAD
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15.
RADINGi AND DRAINAGE GENERAL NOTES
REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING F1LL COMPACTION AND MOISTURE CONTENT.
UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95~ STANoARD PROCTOR DENSITY WITHIN
OF OPTIMUM fWl01STURE CONTENT. IqLL TO BE PLACED tN A MAXIMUM OF 8' LIFTS.
SIDEWALKS AN4D ACCESSIBLE ROUTES SHALL HAVE A SLOPE NO GREATER THAN 5,~, AND A CROSS FALL NO
GREATER THAtN 2~ UNLESS NOTED OTHERWISE.
GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO STAI~, LOCAL AND FEDERAL GUIDELINES.
UNLESS NOTED, STORM DRAIN UNES MAY BE OF THE FOLLOWING MATERIALS:
A. RCP ~-76, CLASS I11
B, ADS ~N-12
C, HANC(OR HI-Q
ANO INSTALLED iN ACCORDANCE WITH MANUFACTuRER'S SPECIFICAllONS.
UNLESS NOTED, GRATE INLET TO BE 'AMERICAN INDUSTRIAL PRE-CAST PRODUCTS, INC." PRECAST CATCH BASIN,
SIZED AS SHO)~,'~!, OF APPROVED EQUAL.
RNAL PAV1NO,, CURB AND SIDEWALK ELEVATiONS WILL BE PLACED AT PLUS OR MINUS 0.05 FOOT.
REFER TO LAN, IOSCAPE SPECIFICATION FOR SEEDING AND SODDING REQUIREMENTS.
ANY CONCRETFE, ROCK OR MATERIAL DEEMED UNSUITABLE FOR SUBGRADE, BY ENGINEER, SHALL BE DISPOSED OF
OFFSITE AT C(ONTRACTOR'S EXPENSE.
TRENCH BACK,FILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 8.2.10. AND SHALL BE
MECHANICALLYf COMPACTED IN ACCORDANCE WITH NOTCOG ITEM 8,2.9 TO A MINIMUM OF 95~ STANDARD PROCTOR
DENSITY UNLE<.SS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECI~CAT~ONS.
EMBEDMENT St. HALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 6.2. g UNLESS OTHERWISE SHOWN ON THESE
PLANS OR STATED IN THE STANDARD CITY SPECIFICATiONS.
AROUNO MAN,IHOLE COVER MEETING CITY SPECIFICATiONS SHALL BE PLACED IN ALL INLET TOPS. THE MANHOLE
COVER SHALL BE PLACED NEAR THE OUT'LET PIPE.
ALL CONCRETE: FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 7.4..5, CLASS "A' UNLESS
OTHERWISE SHiCWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATiONS.
CRUSHED STOtNE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED
IN TRENCHES. THERE SHALL BE NO ADOITIONAL PAY ITEM OF THE CRUSHED STONE BEDDING.
IF' REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS EXPENSE.
TC 515.02
00'
TEL£PHON~)I
',T~;~7.oo
· 518,50
TEL · ~- ."'
522..~4
I
E~ VAULT
(TELEPHONE)
TO 524..80
O 52432
TC 525,38
52488
)0'2,:]
TEL~
[]
=505,1±
~. 6" IN =505,2t-
'1. B' IN
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PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND tS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES,
PLANS PREPARED UNDER THE DIRECT
SUP~VISION OF STEV[N A. MARKUSSEN, P.E.
TEXAS REGISTRA~ON NO. 70090
DATE: 10/07/200,.3
0 20 40 80 1 20
GRAPHIC SCALE IN FEET
e. B OLLARD
ELECTRIC METER
Pc. POWER POLE
L S<:~. LIGHT STANDARD
¢~uo WATER METER
'~e WATER VALVE
ICYe IRRIGATION CONTROL VALVE
F~ F1R'E H YD R AN T
COo C LEAN OUT
u~ ~ MANHOLE
TSC F'I TRAFFIC SIGNAL CONTROL
TSP
· TRAFFIC SIGNAL POLE
TELE i-3 TELEPHONE BOX
~ FLOOD LIGHT
F~ , FLAG POLE
Si.ON TRAFF1C SION
1/2-INCH IRON ROG
IRS W/'PAC:HECO KOCH" CAP SET
(c.~,) CO.NTRO,,~G MO~U~E:NT
~'~,~ F'~BER oP=c MANHO,LE
- PROPERTY UNE
I X FEN C:E
--C~L. OVERHEAD UT1LJTY LJNE
--s"~ UNDERGROUND WATER LJNE
E-- UNDERGROUND ELECTRIC LiNE
-- T- UNDERGROUND TELEPHONE LINE
--c-- UNDERGROUND CABLE LiNE
--~"ss UNDERGROUND SANITARY SEWER LINE
8EIVCtt MA RK LIS T
BMr18 2' aluminum dfsk fn center of inlet on the east side of Royal
Lane south of Brfdge over Cottonwood Branch.
ELEV=515,12
BM/~ 2 "ET cut in the center of an inlet on the north side of
Creekvfew Drive and opproxlmateiy 90 feet west of the centertine of Royal
Lone,
ELEV=525.60
BM~ 5 'C_~ cut on the east side of concrete post supporting
atmosphere monitoring equipment on the north side of Creekvfew Drive
and approximately 790 feet west of the cented~ne of Royal Lone.
ELEV=541.18
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBdECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NO]'
BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE
AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY
USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE
PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO
ANY CONSTRUCTiON.
NO.
DESIGN
DA TE t~E~SiON
8350 N CENTRAL EXPWY SUITE 1000 DALLAS, TEXAS 75206 972.235,3031
CONCEPT GRADING PLAN
DEXAS
LOT 3, BLOCK
FREEPORT NORTH -
'ITY OF COPPEZ Z,
CJE CJE
PK FILE: 1958-03.199
DA TE SCALE NO TES
OCT. 1"=40'
2005
C1.0
DWG FILE: 1958-05-199CV. DWG