HomeMy WebLinkAboutDrawingsNOTES:
i- ALL CONNECTIONS TO BE COMPRESSION TYPE.
2. MATERIAL USED SHALL BE AS SPECIFIED OR AN
APPROVED EQUAL.
3. ALL SERVICE WYES 8L EXTENSIONS ARE TO BE
INSTALL50 WITH THE MAIN LINE: CONSTRUCTION.
4. EXISTING METER BOXES ARE TO BE REMOVED.
THE NEW METER BOXES SHALL BE OLD CASTLE.
METER NUT SIZE
FORD PART NO.
314" x 2.5" Long
C38-23.2-5
314" x 3" Long
038.23.3
314" x 12" Long
C38-23•12
1" x 2.625" Long
03844.2-625
1"x 8.>•' Lang
C38-44-8--5
1.112" Meter Ni le
038-86-2-875
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BBIM-66
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WITrl THE IVT IN LINE CONSTRU-OTiON-
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SYMBOL & LINE LEGEND
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3
LIGHT POLE
1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW
GUY WIRE ANCHOR
THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF
GAS PIPELINE RISER
NwV
WATER VALVE
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WATER METER
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DOUBLE CHECK VALVE
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- - -
BUILDING SETBACK LINE
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PROPERTY LINE
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY
EASGMr-N 1 LIFE
(� P.U.E.
PUBLIC UTILITY EASEMENT
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GENERAL CONSTRUCTION NOTES:
GENERAL UTILITY NOTES (PRIVATE & PUBLICS:
1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS
1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW
OF DIFFERING DISCIPLINES & SPECIFICATIONS.
THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF
(127/411,
DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING U11LITIES AS SHOWN ON THESE
PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT
CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS.
INFORMATION IS NOT TOBE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES
s"w
AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY
2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER PAVEMENT, THE BURY OR
THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN
COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE.
CHANGES NEED TO BE MADE IN THE FIELD.
I
EX.
1 UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHAL I BF BEDDED AND INITIAL BACKFILL CONSISTENT WITH NON-STRUCTURAL REQUIREMENT&
CONTACT INFORMATION:
IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT
TEXAS ONE CALL: 800-245-4545
STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS.
LONE STAR ONE CALL: (800) 669-8344
SEW
TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377
4. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED
CoCS: ELECTRICAL DIVISION - (979) 764-3660
PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND
CoCS: WATER & SEWER DIVISION - (979) 764-3435
PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT.
BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865
VERIZON: BRENDA VAJDOK - (979) 821-4770
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY
ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506
INSPECTOR.
EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720
EX.
SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460
6. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF
CITGO GAS: DOUG CLINE - (713) 416-1289
BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL,
ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751
"T"
7. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL POST, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, BURIED A MINIMUM
SUDDENLINK: MIKE LAVENDER - (979) 846-2229
OF 3' INTO THE GROUND.
3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED
DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR
OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL
PUBLIC UTILITY NOTES:
BE AT THE CONTRACTOR'S OWN EXPENSE.
5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR
1. THE 2012 9/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR ALL PUBLIC
AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY
UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR
STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO
SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS.
THE SATISFACTION OF THE ENGINEER.
2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR PUBLIC WATER, SEWER AND
6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION.
DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE
TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE SPECIFICATIONS.
7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE DURATION OF
CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING
3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME AVAILABLE PRIOR TO CONSTRUCTION OF
CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE
THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S ENGINEERING INSPECTOR.
ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER.
4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED):
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE
(A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING & BACKFILL SHALL BE CEMENT STABILIZED SAND
CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND
BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B
AFTER WORKING HOURS, UNTIL PROJECT COMPLETION.
SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED
USING ASTM D-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL
LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR: TESTS SHOULD BE PERFORMED IN THE
WORK SHOWN.
INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR.
(B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE FINELY DIVIDED
10. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER.
EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS
DETERMINED USING ASTM D-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST
11. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME CONDITIONS OR
EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST SHOULD BE PERFORMED
BETTER.
IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR.
12. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE CLEANED DAILY.
5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, TAPED EVERY 10', AND
13, THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER B/CS STANDARD CONSTRUCTION DETAIL W1-03.
NOW OR FORMERLY
THE SUMMIT CROSSING, LLC
VOLUME 7541, PAGE 214
EXISTING 8'
PUBLIC WATE
LINE
!E X. WATER
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7607 EASTMARK DR., STE. 252 <77840>
POST OFFICE BOX 9253
0 40 80 COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
SCALE: 11" = 40' OFFICE - (979) 764-0704
FAX - (979) 764-0704
TEXAS FIRM REGISTRATION No. F-4695
STOP ! SURVEYOR
CALL BEFORE YOU DIG KERR SURVEYING, LLC
MAS ONE CALL SY-STEN 409 NORTH TEXAS AVENUE
1-800-215-4545 BRYAN, TX 77803
(Ar LEAST T2 W@S F81a8 TO IgGGIfL)
AAH61,Zj!: TE NATBACTOB 1S 70 LOGE MY ANi ALL IiILIT16
P..TO1WTR11'n SA.ISST1D] 616PO IMEPGBALLD.AfAG1S OFF: (979) 268-3195
TO 131ST1AL MLITI6 DIE TO MY WSIBLMON ACTIVITY.
FAX: (979) 691-8904
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12R I 1 co (VOLUME 9490, PAGE 296
MARKI DATE I DESCRIPTION
SUBSTANTIALLY
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CONSTRUCTION
12/19/12
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
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1R 0 ( I w W 20' CoCS P.U.E.
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12R I 1 co (VOLUME 9490, PAGE 296
MARKI DATE I DESCRIPTION
SUBSTANTIALLY
COMPLETE
ISSUE® FOR
CONSTRUCTION
12/19/12
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ISSUED PRIOR TO THIS
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I � I . . . I I N 'A � � I JIMMY EASTER owner and developer of the, land shown on this plat, and designated I I � . 1.
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I I � . ri * . @ G) I I � .. . . I -y of College Station, Texas, and who r cribed heretoj hereby dedicate �
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I I Ld I . f �11 S 37*44'42" W .. � . . . . I . . 119.19, .1 1-_' I � I r C d__ FE.M.A.- FRM COMMUNITY PANEL NO, 48041C 0220E, MAY '16, 2012. .
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NOW OR FORMEDIY
JIMMY EASTERLY
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NOW OR "INDIAy
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LOTS IR-16R BLOCK 4
NOW GR FORMERLY
CERTIFICATE OF 011NERSHIP AND DEDICATION
JIMMY EASTERLY
LOTS IJR-20R, BLOCK 4
STATE OF TEYA9
COUNTY OF BRA20S
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Owner
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STATE OF TEXAS
CA Es
70' T.M.P.A.
EASEMENT (439/3a)
5. BUILDING DEMAND SHALL BE IN COMPUANCE NA H TIE UNIFIED DEVELOPMENT ORDINANCE
(LAID), URST ENVON, FOR ME CURRENT ZONING, PDD-PLANNED DEVELOPMENT DISTRICT
(R-3 USE - ORDINANCE No. 26681
gelvy FLbB Event, Skits of T.C.
6. TOPOGRAPHICAL ANDME UTUN INFORMATION. SNONN IN ME
CONOI110NY. IS FMYI ME Cltt OF Cl 9TATpA MAPS AND qRE gPPRO%IMAIE ONLY.
TE ONLY.
APPROXIMATE
CERTIFICATE OF CITY ENGINEER
T. COMMON AREq$ oRAINAGE SIRULNRE AAEg6 qND RECESS EA9EMEHlS ARE PRIVAT: qN0
THEY WILL BE MAINTAINED BY ME HONEOYMERS ASSOCIATUN (XOA). SIDEWMXS LOOtIEO IN
I, CRY G,glne. W the City of Ctllege PRIVATE ACCE14 EA9EMEX3 N1LL ALSO aE MAINTMNED BY 1NE NOq.
8.81 ACRE PARKLAND DEDICATION
VOLUME 948q PAGE 2%
smlme. Time, homy canny, that We mbovemn Plat conforms
me Subalvlebn Requlatlme of me dty of Coast Statim.
to the rpuIrem.te al
8. TEMPORARY BLAHfK1 Eg6EMEHT 10 ME Ott OF COLLEGE STATOR (8480/21) AND
EAMMENT9 10 ME Cltt OF DRYAN (so/go, 91 00 APPLY TO MIS TRACT.
aty EnpFe.
9. DEED RESTRODONS (9253/134) APPLY TO MIS TRACT.
City of Ctllege Slutm
CERTIFICATE OF SURVEYOR
CERTIFICATE OF CITY PLANNER
STATE OF TEXAS
COUNTY OF BRAb)5
I, City """ of me GUY of Ctllege BB6LLMB8 Re vlera6 Pro"nlanal Lma Surw Ho. 6502 N " Stale al ievm, Farm Y
StpNon• Total Mxeby ."fy that We SubalvlNon No co . me to he eoulramenb f 9
Me Subow lan Ry+latins 0 the My of Call Station
w>'ar
eWlty Thal iMe plat M We ma c r ctmma a wo"he hum m ..K.1 eurwy of tie
preprty antl that property mmWn me m umenfs wen III lacer my opeNal cm Ma
gmund
Clly Pioneer
Clty a Ctllege 5btiw
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
BRAD KERl MRS No. ARM
COUNTY OF eflpzes
SURVEYED B KERB SURVEYING, LLC
I, cwnty
RTH TEXAS AVENUE
d.Iw, m ana Ter .Aa awnty, t1To 409 NORTH
KS
as homy aotny that thl. Plat to,wlher wnh Its certlnata .1 Rum.aBmNa wa nl.a (L /^T BRYAN. TEXAS 77803
c
far score In my offal the Loy of
20_ In PHONE (979) 268-3195
me user toward. 01 9rcm. Cadety, T.KA, be Vmum.
Pool
WTh95 hand and all Seal, at my dame M III
,■TL1��TII
Tube F I AL PLAT
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Bnza County. Teva
OF
SYMBOL
0
.4 LNF IPGEND
POWER POLE
#
LIGHT POLE
GUY SAFE ANCHOR
M
GAS PIPELINE RISER
MW+
WATER VALVE
0.
WATER METER
I.
DOUBLE CHECK VALVE
Ip6v
EIECTRIC VALVE
OBY
BALL VALVE
Rad
ELECTRICAL TRANSFORMER
"
GAS METER
Net
MANHOLE
SUMMIT CROSSING
PHASE I
LOT 1R-20R, BLOCK 4
COMMON AREA "Al" & "B1"
BEING A REPIAT OF
LOTS 1-24, BLOCK 4
COMMON AREA "A" & "B"
(VOLUME 9490. PAGE 296)
20 LOTS - TOTAL' 2.053 ACRES
COLLEGE STATION. BRAZOS COUNTY. TEXAS
S CPS MON. #126 BEARS eGP CIEANOJT
�5 '01'41e W - 4,158.30' '®'RI FIRE HONEHYDRANT
!/ NowNo TELEPHONE PEDE9tAL
2tl coca P.LLE. RISWM� AREA ON B
(pgq/em) y- BUILDING
BOX
10' P.uE - - BUILDING SET9ACK UNE%Wi
PROPERTY UNE 2 a
EASEMENT UNE
P.U.E PUBLIC UTILITY EASEMENT POST
OFFICEBOX92aDR, 3 232 Q784�
- - _ POST OFPICEBOX 9253
CURVE TABLE COLLEGE STATION, TEXAS 77842
CURVE I RADIUS I DELTA I ARC I BEARING CHORD MAR.; civi1)@3m"iCdyR dm
REPEAT 2500• all ee' 31 37.27 N 65' OY ea E OFFICE-(979) 76 0704
AX-(979)7ow�0704
TEXAS FIRM REGISTRATTONNOF-065.
VERGE DEVELCPMEM, INC.
A E
'V/i/9I.1
RAGY DR. E SUE.101B
J39
ESTATION, % 77440
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SOON: N/A PILES: N/A
IE CONSULTING ENGINEERS
V
)ENT NO. PROJECT NO.
247 - 0476