DCT Fellowship- PN150121 (2)30' PERMANENT GAS ESMT.
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GRAPHIC SCALE IN FEET
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B BOLLARD
EM® ELECTRIC METER
PP, POWER POLE
LSA LIGHT STANDARD
wMo WATER METER
wv® WATER VALVE
icv® IRRIGATION CONTROL VALVE
FH'> FIRE HYDRANT
coo CLEANOUT
MH Q MANHOLE
TSC TRAFFIC SIGNAL CONTROL
TSP • TRAFFIC SIGNAL POLE
TELE TELEPHONE BOX
FLOOD LIGHT
FP . FLAG POLE
SIGN TRAFFIC SIGN
a
IRS 1/2 -INCH IRON ROD
W/"PACHECO KOCH" CAP SET
C.M.) CONTROLLING MONUMENT
PROPERTY LINE
x FENCE
oHL OVERHEAD UTILITY LINE
E UNDERGROUND ELECTRIC LINE
T UNDERGROUND TELEPHONE LINE
c UNDERGROUND CABLE LINE
6"W UNDERGROUND WATER LINE
6"SS-- UNDERGROUND SANITARY SEWER LINE
PROPOSED 100 -YR FLOODPLAIN LIMITS
GRADING & DRAINAGE GENERAL NOTES
1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE
CONTENT.
2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 957. STANDARD PROCTOR DENSITY
WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES.
3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS
OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%.
4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL, STATE, AND LOCAL
GUIDELINES.
5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE
BEDS, TOP OF MULCH/BEDDING MATERIAL).
6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS:
6.A. RCP C-76, CLASS III
6.B. ADS N-12
6.C. HANCOR HI -Q
7. UNLESS NOTED, GRATE INLETS TO BE -HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, OR
APPROVED EQUAL.
8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT.
9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS.
10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR SUBGRADE
SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE.
11. TRENCH 3ACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL
BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95%
STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON
THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN
ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS NEAR
THE OUTLET PIPE.
14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 702.2.4,
CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY
SPECIFICATIONS.
15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK
IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED STONE
BEDDING.
16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S
EXPENSE.
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCF-EMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CLAYTON J. STROLLE, P.E.
TEXAS REGISTRATION NO. 108906
DATE: 11/06/2014
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
SUBJECT 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 NOT
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.
PK FILE: 2768-14.255 DWG FILE: MASTER 2768-14.255ST.DWG