HomeMy WebLinkAboutTraditions 01
GENERAL CONSTRUCTION NOTES
1. IT SHALL BE THE RESPONSIBILITV OF THE CONTRACTOR TO VERIFY THE EXACT
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE. THE CONTRACTOR
SHALL CONTACT ALL UTILITY COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN
ADVANCE Of ANY EXCAVATION.
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A. CONTACT JIMMIE HAWLEY AT GTE. TEL: 821-4724
B. CONTACT IOWBERL Y WINN AT LONE STAR GAS. TEL: 774-2506
C. CONTACT MIKE LAVENDER AT COX. CABLE. TEL: 846-1948
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF COLLEGE
STATION STANDARD DETAILS AND SPECIFICATIONS FOR WATER. SEWER. AND STREET
CONSTRUCTION. UNLESS OTHERWISE INDICATED. INSPECTION OF CONS,RUCTION WILL BE
PERFORMED BY THE STAFF OF THE CITY ENGINEER OF COLLEGE STATION. CONTRACTOR
SHALL IMMEDIATELY BRING TO THE ATTENTION OF THE ENGINEER/ARCHITECT ANY AND
ALL AREAS WHERE NON-COMPLIANCE EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
THE COST OF DEMOlITION. REMOVAL. AND RECONSTRUCTION OF ANY AND ALL ITEMS TO
CITY STANDARDS.
3. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS.
THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OR
ARCHITECT FOR ANY SUBSTITUTION.
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4. TRENCH SAFETY REOUIREMENTS SHALL BE IN ACCORDANCE WITH O.S.H.A. STANDARD
29 CfR PART 1926 SUBPART P. TRENCH EXCAVATION PROTECTION: CONTRACTOR
ANDIOR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETV/EOUIPMENT CONSULTANT. SHALL REVIEW THESE
PLANS AND ANY AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED
INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO DEVELOP THE
CONTRACTOR'S PLANS TO IMPLEMENT THE PROJECT DESCRIBED IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR'S PLANS SHALL PROVIDE FOR ADEQUATE TRENCH
SAFETY SYSTEMS THAT COMPLY WITH. AT A MINIMUM. O.S.H.A. STANDARDS GOVERNING
THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH
EXCAVATION AND OTHER INDIVIDUALS IN THE PROJECT AREA. (NOT A SEPARATE
PAY ITEM.)
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5. TH ONTRACTOR WILL BE SOLEY RESPONSIBLE FOR CONSTRUCTION STAKING
ON THE OJECT. LINES. GRADES. AND BENCHMARKS. CUT SHEETS AND RESTAKING
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DETAILED TRANSFERS OF
ELEVATIONS. LINE AND GRADES TO STRUCTURES AND OTHER FEATURES OF THE WORK
SHALL BE DONE BY THE CONTRACTOR.
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6. TRENCHING AND BACKFILLING: THE BACKFILLING OF ALL TRENCHES REQUIRING
STRUCTURAL FILL SHALL BE PLACED SO AS TO ACHIEVE 95 PERCENT OF THE MAX
DRY DENSITY AS DETERMINED BY ASTM 0 698. THE BACKFILLING OF ALL TRENCHES
REOUIRING NON-STRUCTURAL FILL SHALL BE PLACED SO AS TO ACHIEVE 90
PERCENT OF THE MAX DRY DENSITY AS DETERMINED BY ASTM 0 698. ALL BACKFILLING
SHALL BE WITHIN OPTIMUM TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT.
OWNER SHALL EMPLOY QUALIFIED PERSONNELTO VERIFY THESE STANDARDS. CONTRACOR
SHALL BEAR THE EXPENSE OF ANY AND ALL FAILED TESTS. TRENCHES SHALL BE TESTED
AT 100 FOOT INTERVALS.
7. IN SUCH CASES WHERE INTERRUPTION TO TRAFFIC MAY BE NECESSARY DUE TO
tONSTRUCTION ACROSS A ROADWAY. CONTRACTOR SHALL PROVIDE THE APPROPRIATE
TRAFFIC WARNING SIGNS AND MARKINGS IN ACCORDANCE WITH TMUTCD. AND SHALL
NOTIFY BOTH THE OWNER'S REPRESENTATIVE AND ENGINEER. A ~INIMU~ OF 48 HOURS
IN ADVANCE OF ANY ROAD CLOSURES OR DETOURS.
8. CONCRETE THRUST BLOCKING (MIN. 2000 PSI CONCRETE) SHALL BE PROVIOED ON
WATER PIPE FITTINGS AND GATE VALVES AS DIRECTED BY THE ENGINEER. (NOT
A SEPARATE PAY ITEM) ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 4
SQUARE FEET Of BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED
BY THE CITY ENGINEER.
9. CONTRACTOR SHALL ENSURE AND TAKE THE NECESSARY MEASURES TO PROVIDE
CONTINOUS AND ADEOUATE DRAINAGE FOR NORMAL FLOW AND RAINFALL EVENTS THROUGH
THE SITE DURING ALL PHASES OF CONSTRUCTION. SUCH MEASURES SHALL NOT IMPEDE.
OBSTRUCT. RESTRICT. OR REDIRECT FLOWS SUCH THAT ADJACENT PROPERTIES
UPSTREAM. DOWNSTREAM. OR WITHIN THE PROJECT SITE ARE ADVERSELY AFFECTEO.
10. THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT FROM THE CONSTRUCTION
ACTIVITIES ON-SITE. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
FOLLOWED IN ACCORDANCE WITH THE DRAINAGE POLICY AND DESIGN STANDARDS FOR
THE CITY OF COLLEGE STATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
MAINTENANCE OF EROSION CONTROL MEASURES DURING THE ENTIRE CONSTRUCTION
PROCESS INCLUDING REPLACEMENT OF FAILING MEASURES AND INSTALLATION OF
ADDITIONAL MEASURES NECESSARY DURING RAINFALL EVENTS.
11. ALL AREAS WHERE SOIL IS DISTURBED BY CONSTRUCTION. SHALL BE SEEDED IN
ACCORDANCE WITH THE SPECIFICATIONS. SOD SHALL BE PLACED IN AREAS
DESIGNATED BY THE ENGINEER AND IN ACCORDANCE WITH THE SPECIFICATIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING/DE-WATERING OF ALL SEEDED
ANDIOR SODDED AREAS. UNTIL SUFFICIENT VEGETATION HAS BEEN ESTABLISHED.
PAYMENT FOR SEEDEO AND/OR SODDED AREAS SHALL BE WITHHELD UNTIL SUCH TIME
SUFFICIENT VEGETATION HAS BEEN ESTABLISHED.
12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE
AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED
OVERHEAD POWER LINES. CONTRACTOR SHALL COORDINATE WITH THE CITY REGARDING
TEMPORARY STABILIZATION OF POLES DURING CONSTRUCTION.
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13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL. OR
BETTER CONDITION ANY DAMAGES TO ITEMS LOCATED IN AND AROUND THE PROJECT
SITE INCLUDING EXISTING FENCES. CONTRACTOR SHAcL BE RESPONSIBLE FOR THE
REMOVAL AND REPLACEMENT OF ANY CURBS. SIDEWALKS. CONCRETE DRIVES. PAVEMENT.
ETC.. DISTURBED OR DAMAGED DURING CONSTRUCTION (NOT A SEPARATE PAY ITEM.)
14. CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING PUBLIC ACCESS TO THE
CONSTRUCTION SITE DURING THE ENTIRE CONSTRUCTION PERIOD. INCLUDING NON-
WORKING HOURS AND WEEKENDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
MAINTAIN FENCING. BARRICADES. LIGHTS. .ETC.. USED FOR SUCH PURPOSES. SUCH
ITEMS ARE INCIDENTAL TO THE WORK (NOT A SEPARATE PAY ITEM) AND CONTRACTOR
SHALL NOT BE REIMBURSED FOR THE COST OF REPLACEMENT OF THESE ITEMS SHOULD
DAMAGE. THEFT. .TC.. OCCUR.
All public infrastructure for this project shall be
constructed in conformance with the City of College
Station's Standard Specifications. No deviations
from these standards have been requested by
Design or approved by the City. All
requests for substitutions will be made in writing to
the City Engineer by the Design Engineer of record.
Written approval for all deviations must be secured
from the City Engineer prior to construction.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING CURBS. CURB RAMPS.
SIDEWALKS. SIDEWALK RAMPS. HANDICAP RAMPS. HANDICAP ACCIESSIBLE ROUTES.
STRUCTURES PROTRUDING THROUGH CONCRETE. INGRESS. EGRESS. PAVING. DRAINAGE
OR UTILITY STRUCTURES. ETC. IN ACCORADANCE WITH THE TEXAS ACCESSIBILITY
STANDARDS.ARTICLE 9102. TEXAS CIVIL STATUTES. CONTRACTOR SHALL IMMEDIATELY
BRING TO THE ATTENTION OF THE ENGINEER/ARCHITECT ANY AND ALL AREAS NOT IN
ACCORDANCE WITH ADA STANDARDS. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
THE DEMOLITION. REMOVAL. AND RECONSTRUCTION OF ANY AREAS IN NONCOMPLIANCE.
.
.
CONSTRUCTION PLANS FOR
DRAINAGE, WATER,
AND SEWER IMPROVEMENTS
l r
, n ('roup
909 Southwest Parkway East, Suite E
Col lege Station. Texas 77840
979-696-9653
'.
SHEET
INDEX
SHEET NO.
DESCRIPTION
C1
C2
C3
C4
C5
C6
C7
C8
C1-A
C3-A
C5-A
SITE PLAN
HORIZONTAL DIMENSION
GRADING AND DRAINAGE
UTILITY PLAN
STORM SEWER PLAN & PROFILE
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
ALTERNATE SITE PLAN
ALTERNATE GRADING/DRAINAGE
ALTERNATE STORM SEWER PLAN
. .
CONTROL
PLAN
PLAN
PLAN
AND PROFILE
THReC REGULATIONS:
TITLE 30; PART I c CHAPtER 290&, SUlCIiAPTER Dc
(5) wHtlil[ THE NINE rOQT SEPAlAiltlN.OISTANC;E
CRITERIA SHALL APPLY. . .., . ,
(A ) NEW WATERLINE INSTALLATION
(l>WHERE A NEW POTABLE WATERt"'N
RATED WASTEWATER LINE/FORCE MAUl THE
ABLE TO DETERMINE THAT THE EXISTI INE
SHALL 8E LOCATED AT LEAST TWOfEET.OVE tHiE
AND AT LEAST FOUR FEET AWAY. MEASU'ED MOfItlZ
EVERY SFFORT SHALL I' EXERTED NOT TO DISTURB
EXISTING WASTEWATER LI
(II) WHERE A NEW POTA
WASTEWATER LINE AND I
ENGINEER IF THE EXIST INE 1$ L NG. THE EX fST !..
REPLACEO WITH A 150 P . SSURE~AD PIPE. TM!N!'
LOCATED AT LEAST TWO FEET ABOVE TME NEWWA'STEWAIER LI
AND AT LEAST FOUR FEET AWAV. MEASURED RORIZONTALLY. FlaI
WASTEWATER LINE.
( Ill) WHERE A NEW POTABLE WATERLINE PARALlELS A NEW WASTE
THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRE
POTABLE WATERLINE SHALL LOCATED AT LEAST TWO FEET A
MEASURED VERTICALLY. AND AT LEAST fOUR FEET AWAY. A
THE WASTEWATER LINE.
(B) NEW WATERLINE INSTALLATION--C SING LINES.
(I) WHERE A NEW POTABLE WATERLINE SSES AN EX'STIN;.
WASTEWATER LINE. ONE SEGMENT OF THE WATERLINEPSP! SMALL
WASTEWATER LINE SUCH THAT THE JOINTS OF iHEW ALlNE PIPE ARE
LEAST NINE FEET HORIZONTALLY FROM THE CENTERL OF THE
POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE
WHENEVER POSSIBLE. THE CROSSING SHALL BE CENTERED 8ETWEE.M TIiE JtnN
WASTEWATER LINE. IF THE EXISTING WASTEWATER LINE IS OJ . .oOR s
LEAKING. IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN OIAEC
TOTAl) WITH 150 PSI PRESSURE RATED PIPE.
(II) WHERE A NEW POTABLE WATERlINE CROSSES AN EXISTING. PR
WASTEWATER LINE. ONE SEGMENT Of THE WATERLINE PIPE SHALL 6
WASTEWATER LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE QUID
LEAST NINE fEET HORIZONTALLY FROM THE CENTERLIME er THE WASTEWATER THE
POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THEWAITEWARl
WHENEVER POSSIBLE. THE CROSSING SHALL BE CENTERED BETWEEN THEJ OF THE
WASTEWATER LINE. IF THE EXISTING WASTEWATER LINE SHOWS SIGNS OF tEAIU IT SH
BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS t 18 FEET TOTAL) TN 150 I
PRESSURE RATED PIPE.
( I I I) WHERE A NEW POTABLE WATERLINE CROSSES A NEW. NON....pRESSURE R.ATEOWASTEWATER
LINE AND THE STANDARD PIPE SEGMENT LENGTH OF THE WASTEWATER.LINE IS AT lEAST 18
FEET. ONE SEGMENT OF THE WATERlINE PIPE SHALL BE CENTERED .oVER THE WASTEWATER
lINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT T NINE
FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATERL INE.n.!
WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE WASTEWATER LINE. WM
POSSIBLE. THE CROSSING SHALL BE CENTERED8ETWEEN THE JOINTS OF THE
LINE. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF \5
DEFLECTION. THE WASTEWATER LINE SHALL BE EMBEDOEOtNCEMENT ST IZ
CLAUSE (VI) Of THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PI'.
INCHES BEYOND THE JOINT ON EACH END.
(IV) WHERE A NEW POTABLE WATERLINE CROSSES A NEW. NON-PRES
LINE AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS L
THE POTABLE WATER PIPE SEGMENT SHALL BE CENTERED OVER WASTEWA
MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM WITH ONE OF THE
OPTIONS:
(I) WITHIN NINE FEET HORIZONTALLY OF EITHER SlOE. Of THEWATERLIN!.
PIPE AND JOINTS SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A.
RATING OF 150 PSI. AN ABSOLUTE MINIMUM VERTICAL SEPARATI.oN 1ST
SHALL BE PROVIDED. THE WASTEWATER LINE SHAll B!LOCATED BE
(11) ALL SECTIONS OF WASTEWATER LINE WITHIN NINE FEET HORIZONTAlly
WATERLINE SHALL BE ENCASED IN AN 18 FOOT (OR LON.GERl SECTION Of PI
ENCASING PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT l. THE
ENCASING PIPE SHALL BE CENTERED ON THE WATERLINE AND SHALL SE AT
NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER lINE. TH ACE
CARRIER PIPE SHALL BE SUPP.oRTED AT FIVE FOOT (OR LESS) INTERVAL.S WITH
fILLED TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL
WITH WATER TIGHT NON-SHRINK CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL.
AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES BETWEEN THE ENCASEMENT
PIPE AND THE WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL IE LOCATED
BELOW THE WATERLINE.
(III> WHEN A NEW WATERLINE CROSSES UNDER A WASTEWATER LINE. THE WA INE WILL BE
ENCASED AS DESCRIBED FOR WASTEWATER LINES IN SECTION (II) AIOVE OR llUCTED OF
DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APP ATE. AN
ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE LINE AND
WASTEWATER LINE SHALL BE PROVIDED. BOTH THE WATERLINE AND WA R tiNE.
PASS A PRESSURE AND LEAKAGE TEST AS SPEC IF lED IN AftA C6 S. .
(V) WHERE A NEW POTABLE WATERLINE CR.oSSES A NEW. PRESSURE TER'lINE.
ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER T LINE
SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT LE NINE FEET
HORIZONTALLY FROM THE CENTERLINE .oF THE WASTEWATER LINE. THE POTABLE WATERLINE
SHALL BE AT LEAST SIX INCHES ABOVE THE WASTEWATER LINE. VERPOSSIBLE. THE
CROSSING SHOULD BE CENTERED BETWEEN THE JOINTS OF THE WAS TER tiNE. THE
WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI. THE WASTEWATER
LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SANO FOR THE TOTAL LENGTH .of ONE PIPE
SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. .
(VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED. THE GEMENT STABILIZED SAND
SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STA81LIZED SAND
MIXTURE. BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS Of C CUSIC
YARD OF MIXTURE). T~E CEMENT STABILIZED SAND BEDDING SHALt BE AMIN SIX
INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. THE USE O'IROWN COLORING IN
CEMENT STABILIZED SAND FOR WASTEWATER LINE BEDOING IS REC~NDED FOR THE
. IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONS ION.
(6) WATERLINE AND MANHOLE SEPARATION. THE SEPARATION DIStAN '~DM A POTABLE
WATERLINE TO A MANHOLE SHALL 8E A MINIMUM OF NINE FEET. THE N T
SEPARATION DISTANCE CANNOT BE ACHleVEO. THE POTABLEWATE NE SHALt ED
IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEE1lONG A SIZES
lARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRiE P~IPE
SUPPORTED AT fIVE FEET INTERVALsWtTH SPACERS OR BE FILLEDT . liNE WITH
WASHED SAND. THE ENCASEMENT PIPE SHA\.t. BE CENTERED ON CROSSING4'ND80TH ENDS
SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. .
(7) LOCATION Of FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT 8E. .INSTALLED WITH1N NINE
VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGAIDlESS OF
CONSTRUCTION.
APPROVAL
BY:
SUBMITTED
FOR
URBAN DESIGN GROUP
DATE
7. 1.3....
REVIEWED FOR
,
CITY ENGINEER
JUL 2 0 2000
COLLEGE STAT
ENGINEERING
VICINITY MAP
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NOTES: .
1. ALL SET~ACKS SH.fl.l BE IN ACCORDANCE WITH THE CITY or COllEGE
ST ATION ST ANDMO SPECFICATIONS.
2. ~l CONSTRUCTION SHAll BE WITHIN THE CITY or COllEGE STATION
S1 ANDARD SPECFlCA lIONS, UNlESS SHOWN OTHERWISE.
3. CONTRACTOR SH~L C~L 1-800-[)4G-TESS AND CONTACT PRIVATE
UTUTY COWPANlES PRtOR TO COMMENCEMENT OF' CONSTRUCTION FOR
LOCATION OF' EXISTING UNDERGROUND UTILITIES. IT SH~l BE THE
CONTRACTOR'S ItESPONSIBIlITY TO VERFY THE HORIZONTAl AND
VERTICAl LOCATION or AlL UNDERGROUND UTILITIES.
4. CONTRACTOR SHAlL CAlL (409)764-3486 fOR LOCATJON OF aTY OF
COLLEGE STATION UNDERGROUND ELECTRIC lINES PRIOR TO
COUUENCEt.ENT OF CONS TRUC !ION.
5. NO PORTION OF THE PROPOSED IMPROVEMENTS lIE WITHIN THE lUTS
OF THE 100 YEAR flOODPLAIN. (PER rOtA MAP 48041C0143C DATED
JUl Y 2. 1992)
6. IN NO CASE SHAll ANY CONSTRUCTION OR TESTING BE lESS THAN
STANDARD CITY OF COllEGE STATION SPECFlCATIONS. WHERE THOSE
STANDARDS ARE EXCEEDED, AND AS RECOWMENOED IN THE GEOTECHNICAl
REPORT. All MA TERlAlS. WfX DESIGNS. CONSTRUCTION METHODS AND
PAVMENT AND TRENCH TESTING SHAll BE IN ACCORDANCE WITH THE
GEOTECHNICAl REPORT DATED DECEWBER 31, 1999 BY CSC ENGINEERING
AND ENVIROUENT~ CONSULTANTS. INC. IN THE CASE OF DISCREPANCIES
OR OWMfSSlONS, THE STRICTER INTERPRETATION SHAlL APPLY.
LEGEND
PROPERTY L IHE
Bl BUILDING SETBACK
W WATER LINE
ww WASTEWATER LINE
T TELEPHONE
au OVERHEAO UTILITY
UU UNDERGROUND ELECTRIC
C CABLE CONOU IT
II 6' WOOO FENCE
0 UTI LI TY POlE
..".....
SIGN
WATER WETER
FIRE HYDRANT
WA TER VAL VE
WASTEWATER MANHOlE
STORM SEWER MANHOlE
TELEPHONE PEDESTAL
HANDICAPPED PATH
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PROPOSED FIRE
HYDRANT (BY OTHERS)
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OPOSED 3'
COMPOUND
WATER METER
PROPOSED eH SANITARY SEWER IBY OTHERS)
PROPOSED FIRE
DEPARTMENT
CONNEC11ON
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REFER TO LAHOSCAPE
PlAN FOR DECORAl1VE
PAVERS, HANDRAILS,
BENCHES, VEGETATION,
oetoRATM UGH11NG
AXTURES, ETC.
SECURIlY
FENCE & GATE.
REFER TO LSlARCH
PlANS FOR DETAIL
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.35' J>VERHAIfG
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PROPOSED 3"
COMPOUND
WATER METER
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OP 8 SANITARY SEWER (BY OTHERS)
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DE.NSfTY
PARKING REOOIREMENTS
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SEWER SENICE
GAIlfJItS PER ON
IIAX.FlDI 54tJSD) GPO
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2- J" COfIII'(JJN/) lIfTERS i - t
7. t.lII.f:SS TNtr REPORTS,
N.l. C SHALL BE StW.l BE 0ItM.)E
80. THE PItta: 810 FOR L flCLUDE THE
TIES TO N.l. ~T EX TE STRUeTUItES.
8. RACTOR . PM .MAfEJIAlS IHr!J ClASSES
TO PUR S.
9. AT N.l. TIONS WHERE C lONE ST I<< GAS,
WATER, lARlGATlON. OR aT S PROPOSED
DRIVES AREAS. INSTALL CEt.ENT
5T A8lUlATION OfT M. A OF 5' BEYOND THE CROSSIIG.
10. CONTRACTOR IS [ fOR All AND CONSTRUCTION
STAkING HE S CONSTRUCT THE S TO THE. LINES
AND OItAOE TABllSHEO ON THE PLAN. IS PROV1QED ON
THE PUNS (SHEET <:2) FOR TftE CONTR
11. A TENPORI<<Y 8lANKfT EASEMENT COYERS ELECTRIC SERVICE TO THE
BUIlDINGS.
12. AT ALL lOCATIONS WHERE PRIVATE ACCtSS ORIYES MEET PlI8lIC ROW.
CONTRACTOR StW.lINSTAlI. A CONSTRUCTlONltXPANSrON JOWT.
13. OWNER SH.fl.l EMPlOy OUAlIfIEO PERSONNEL FOR CONSTRUCTION TESTING.
CONTRACTOR SHAll. BE RESPONSIBlE FOR N4Y AND AlL FII..ED TESTS OR
RETESTS.
"'1k'__.~
-
8"
TEA N401 ----,-1 ~ ..".......
~ ~ u
-.L- ,1/,." ~Esnc
~ WAlIMRRlGATION
REVIEWED FOR'
COMPLIANCE
JUL 2 0 2000
COLLEGE STATION
DEVELOPMENlSE I
14. RErER TO 1tE00000NDATlONS FROM StRUCT
FOR SITE PREPARATION. BUIlOlNG fOUNOATION.
All OTHER REOUIREMENTS ItElATED TO THE
15. CONTRACTOR SH~l INCllJOE II FOR CURB
OR PAVING, AND THE COST TO MY DAMAQE'T
STRttTS AS A
ItESUl T OF THE CONSTRUCTJON OF' OR.Off THJS.w~OP[RTY.
ILIYA1ION
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CHURCH sr.
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PROPOSED 8" WATERLINE (BY OTHERS)
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DIMENSION NOTES:
1. All DIMENSIONS THIS SHEET ARE
PERPENDICUlAR TO PROPERTY LINES
SHOWN AND TO THE BACK Of CURB.
UNLESS OTHERWISE NOTED.
2. ALL RAO I I SHOWN BACK Of CURB
UNLESS OTHERWISE NOTED.
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EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL EROSION ISEDIMENTATION CONTROLS
AND TREE I NATURAL PROTECTIVE FENCING PRIOR TO ANY SITE
PREPARATION WORK (CLEARING. GRUBBING OR EXCAVATION).
2. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE Of INTENT
(NOI) WITH THE APPROPRIATE STATE AGENCY IN ORDER TO COMPLY
WITH EPA REGULATIONS. SAID NOI MUST BE FILED TWO DAYS BEFORE
CONSTRUCTION BEGINS.
3. SEDIMENT FENCE. ROCK BERM BARRIERS. OR OTHER SEDIMENT TRAPPING
DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. ALL
FILL OR CUT AREAS SHALL BE REVEGETATED.
4. SILTATION CONTROL (AS SHOWN ON THE DETAIL) WILL BE PROVIDED AT
ALL STORM DRAIN INLETS ONCE THEY ARE ABLE TO CONVEY WATER.
THE SILTATION CONTROL WILL BE REMOVED ONCE THE SITE HAS BEEN
STABILIZED AND BEFORE THE ROAD IS OPEN TO THE PUBLIC.
5. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE
SEDIMENT lEVEL REACHES 25 PERCENT CAPACITY. SEDIMENT SHALL BE
DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT
SUITABLE FOR FILL.
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PRELIMINARY GRADING PLAN:
FINAL GRADING PLANS TO BE
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HANDICAPPED RA~PS FROM ARCHITECT
FINAL GRADING PLANS WILL INCLUDE
ADDITIONAL RETAINING WALLS.
REFER TO DETAIL SHEETS FOR
ENLARGED STEP DETAILS
6. THE SITE SUPERINTENDANT. OR HIS REPRESENTATIVE. SHALL MAKE A
VISUAL INSPECTION OF ALL MECHANICAL CONTROLS ANO NEWLY
STABILIZED AREAS ON A DAILY BASIS: ESPECIALLY AFTER A RAINFAll
TO INSURE THAT ALL CONTROLS ARE ~AINTAINED AND PROPERlY
FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIREO PRIOR TO
THE END Of THE WORK DAY. INCLUDING RE-SEEDING AND MULCHING OR
RE-SODDING IF NECESSARY. ALL INSPECTION SHALL BE DOCUMENTED
WITH A WRITTEN REPORT.
7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL
DEVICES AfTER THE SITE HAS BEEN STABILIZED AND SOO OR MUlCH IN
PLANTED AREAS HAS TAKEN ROOT.
8. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF
TERMINATION AT THE COMPLETION OF THE PROJECT.
9. THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATELY REMOVING ALL MUD
OR DEBRIS DEPOSITED IN THE STREETS AS A RESULT OF BECOMING
SEPARATED FROM VEHICLES OR EQUIPMENT LEAVING THE SITE.
PERMENANT EROSION CONTROL NOTES:
ALL DISTURBED AREAS SHALL BE RESTORED AS NOTED BELOW
A. A MINIMUM Of FOUR INCHES Of TOP SOil SHALL BE PLACED IN
ALL DRAINAGE CHANNELS (EXCEPT ROCK) AND BETWEEN THE CURB
AND RIGHT-OF-WAY lINE.
B. PERMANANT EROSION CONTROL SHALL BE PROVIDED OVER AREAS
DISTURBED BY CONSTRUCTION AS FOLLOWS: SEED OR SOD OR
LANDSCAPE AS SHOWN ON LANDSCAPING PLANS. ALL SEEDING.
FERTILIZATION AND IRRIGATION SHALL BE IN ACCORDANCE WITH
THAT SPECIFIED ON LANDSCAPE PLANS.
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ADDEO AlTERTNATE DRAINAGE
SCENAR IOINO DETENTION
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GTE NOTES:
THE CONOUIT SHALL ELL UP FOUR (4) FEET AT EACH OUTSDE
8UIl.OtNG LOCATION. THE CONDUIT SHALL HAVE PULL STRING
AND NO SHARP BENDS. THE GTE TREUlNATlON (dmorc) SHALL
BE ON THE OUTStDE OF EACH BUIlDING. THE TERUlNATION
MUST BE WITHIN TWENTY (20) FEET OF POWER, IF NOT THE
CONTRACTOR SHALL PLACE A 8')(5/8" COPPER GROUND ROD
AT THE BASE OF EAOH TERMINATION. CONTRACTOR SHALL
VERIFY THE EXISTING GTE LINE HQRIZONT ALL Y AND
VERTJCALL Y PRIOR TO ANY EXCAVATION. THE CONTRACTOR
SHALL NOTIFY GTE 48 HOURS PRIOR TO ANY EXCAVATION.
COtITRACTOR SHALL
END 2-1' ElEC CONDUITS
AT PROPERlY UHE
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3. IT SHAll. If THE RESPOII TRACTOR "(0 FIELD VERIFY THE
ACTUAL LOCATION. (BOTH HOR AllY reALLY>>. OF All EXISTING
UTIL ITU:S PRIOR TO THE t"TAlblTION OF ANY PROPOSED IMPROVEMENTS. ANY
SIGNlflGANT DESCREPANCIES FROW THE INFO ON THESE PlANS SHALL
PROMPTLY BE REPORTED TO THE ENGINEER. l IONS Of UTiliTIES ARE
APPROXIMATE ONLY. REFER TO SPECIFICATION WS.203 (WATER. SEWER. GAS.. AND
OTHER UTILITiES)
4. CONTRACTOR SHALL VERIfY EXISTING PIPE MATERIAL AND CLASSES PRIOR TO
PURCHASING CONNECTION FITTtNGS.
5. CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL ADJACENT RESIDENCE
AND BUSINESSES DURING ALL PHASES OF CONSTRUCTION.
WATER NOTr.St
1. IN AlL
CONTRACTOR
MINIMUM OF
ITEM (INtI
SJNG A
A SEPARATE PAY
()
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lZATION FUll
5' ) ON EITHER SIDE OF THE
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ELECTRIC NOTES:
CONTRACTOR SHALL PROVIDE THIRTY (30) FEET OF RIGID 4"
CONDUIT AT RISER POLE. ALL CONDUIT SHALL BE SCHEDULE
40 GRAY PVC WITH 48" MIN COVER (EXCEPT WHERE OTHERWISE
NOTED) AND CAUTION TAPE 12" ABOVE CONDUIT. CONTRACTOR
SHALL CALL 1-800-DIG-TESS 48 HOURS PRIOR TO ANY EXCAVATION.
WHERE PROP ELECTRIC CROSSES PROP UTILITIES CONTRACTOR
SHALL PLACE ELECTRIC 12" TO 18" BELOW PROP UTILITIES.
PROPOSED
ARE HYDRANT
(BY OTHERS)
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REFER TO ARCHITECTURAl AND/OR
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POND WALlS, FLOOf!\SONNECTIONS,
FOUNDATION PARKIm;, AND OTHER
DESIGN AND bEfAllS INSIDE GARAGE.
'ST"O"R'M'
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,...~.."..,""...+. .(
-
en
,...
-
'."....... ......
o
c
.....
en
.
",,,,,,;0-"" . ~ "" ...",..."" "" '" ~ "'''' "" . '" ."
.
fl')
o
+
.
CD
fl')
+
"..0. ..'..........
c
.....
V)
..."'''''''''.....'' ""
c
......
en
c
.....
V)
334
3+00
2+00
1+00
0+00
1 +00
0+00
18" C
4" LONG ITUD INAl'/2' , .
lONGITUDINAL .5" .-
6/# REINFORCED 3500 PSI CONCRETE (#4 II 12Hocew)
6R THICK TYPE A HYDRATED LIME STASI IZED SUBGRADE
NOTES:
1. THE PAVEMENT CONSTRUCTION MATERIALS SHALL MEET THE
REOUIREMENTS OF THE COlLEGE STAT ON STANDARD SPECIFICATIONS
2. ALL AVA TlON, BAlKF Ill, PAY INC. SUBGRADE. TESTlNC.
R.EINF NG COMPACT ON AND CONSTRUCTION SHALL BE
IN AC ANCE WITH HE CITY Of COlLEGE STATION
STAND SPECIF CAT ONS.
'/4 'R
M
CONCRETE PAVING
NTS
2" RADIUS
#4 II 24" C-C
# 4 ~ARS
(I 18 C-C
(TYP)
1/4 I R
T
6.5"
-L
I
3' I
1511
1.511
'/4 'R
24"
18W
L
k:J
.
15'~
1/4"R,/
24' ,
~
2'
l' ,
1/4' R
3' ,
lONG ITUD I NAL 1/2" .,
18" C-o
JOINT SEALER
(SONNEBORN SL1 OR EOUIY)
11/4"
T
5"-611
L
ftUTT JOINT fORME
SIWB~~HEAD OR
CONTROL JOINT
LOCATE AT A MAX Of 15' EACH WAY
IF SAWCUT, CONTROl JOINTS SHALL BE CUT
WITHIN 6 TO 12 HOURS Of CONCRETE PLACEMENT
\j .
#4 , 12# O.C. CONT.
THROUGH JOINT
3/411 ~TH pawn BAR
X 18 II 12 O. C.
JOINT SEALER (SONNEBORN Sl1 OR EQUIV)
BONO BREAKER
EXP ANS I ON CAP. 11/4' CLEAR
~H
-L
T "
9"
J"
1 II EXPANSION JOINT f IL' R ~ 5'-~
(CERAMAROR EOUIY)
EXPANSION /CONSTRUCTlON JOINT
LOCATE 60' MAXIMUM. EXPANSION JOINT MAY
BE USED AS A CONSTRUCTION JOINT.
M
srD JOINTS
NTS
12' ,
~E'
C TRACT ~HAL INSTALL 1" PVC WEEP HOlE
S ACED 1~~'3/C ~N CHANNEL WALLS. WING WALb~
AND HEAD WALLS As REOUIRED BY SPEC FICATI N.
12 I ,
~
NOTE:
CONTRACTOR SHALL SAWCUT AND REPLACE (ArROX 2' SECT! ON) ASPHALT
PAVING AS NEEDED TO ENSURE SMOOTH GRAD TRANSITIONS
.
ACURB DET A I L N~sASPHAL T PVMT)
'3// CHAMFER
#5 BARS II 1211 OC
5.0' FOR WALL HEIGHT> 3.0'
3.0' FOR WALL HE IGHT < 3.0
6" PERF POlY DRAIN
PROY I DE ~C, CRUSHED ROCK PER
LINEAR f T AND WRAP IN FILTER
CLOTH. 0 AIN AT WALL ENOS. ,
1.25'
w
cd
c
-
a::
c
>
i\
0%
.
.-
~~EcXB~~~~TES~JA!~l~W~,k A~.ARrlAl~~TT6R
SHALL OOwEL 1NTo 8' WALL WI ~ BARS II 12~ DC
A
TYPICAL RETAINING WAll
NTS
THE BACKf Il.L SOIl.S FOR THE RETAINING WAlLS SMAll. CONSIST OF A
CLEAN COARSE SAND al FINE GlUvtL. THE 8ACKFlLL SHALL BE
COWACTEO TO 92 TO 97 PlRCEMT OF STANDARD PROCTOR DENSITY.
CARE SHOUlD BE TAKEN NOT TO OVER COMPACT THE BAClF 1LL TO
MINIMIZE ADDITIONAl. STRESSES ON THE WM.L. THE UPPER 12 INCHES OF
BACKF ILl. SHAll. CONSIST OF " CLAVIY MATERIAL WITH A PLASTICITY
INDEX (PI) OF BETWEEN 15 ANO 2S TO SEM. THE SURFACE: AND MINIMllE
IWIL TRATlCtf OF SURFACe: WATER BEHIND THE WM.L. THE SUBSURFACE
IACKF ILL SHAlL HAVE A DRAIN SYStEM. WHICH PREvtNTS BuILtHJP OF
HYDROSTATIC PRESSURES AGAINST THE WALL.
NOTE:
FOR
REFER TO
HANDICAP
LANDSCAPE PLA
RAMP DETAILS.
# of BARS ( TYP)
<;)\j
'6J
VARIA8LE
'-i' - 8' vorl.,
~
1. ~XPANSION JOINT MATERIAL. SHALL! w. R. hEADOWS
ERAMAR . OR E~IV.. ~ (1) IN H
H~CK. S~A~ B PROVI~ 0 AT 40-fO T SPACgNGS
AN WH~R W ONSTRU ION AB~TS XISTIN
SI WA K DIVEWAY. THE XP S ON J INT
MA ~BA l SHALL. BE. PlACEO YERT ~LL V AND ~HALl
~. TENS THE F~h DEPTH OF THE XC~REIA . 0 'WI L AR
~g~utl1om'PR ~rC~lTR'~~~CTRE ~W~wAtkL
01 I VEWAV. C JOINT HAlb B I~LACED
T 'SPACING B EXPAN I J IN S.
DESIO
DRAWN
M
CONCRETE SIDEWALK DETAIL
NTS
NOTES:
(~ )
THE S IS CONSTRUCTED Of CAST lROM.
DR PYC 'ITH A MINIMUM PIlSSURE RA
ABSOLUTE MINUI. DISTAltCE Of6
OUTSIDE DIAMETEM SHALL BE MAIN
THE SEWER SHALL BE LOCA TED BELO'
WHlRE POSSIBLE AND ONI LENGTH Of TtII
.usT 8& CENTERED ON THE 'ATULINt.
TRENCM BACKFILL MATERIAL & PLACEMENT RQMNTS
SALVAGE TOPSOIL 8u
( ,3 ) KRE A SEWER CROSSES UNDER A."
THE SEwtR I S CONS TRUCTEI) Of AIS TRUSS
SEMI-RIGID PLASTIC OONPOSITE PIPE. Cl
CONCRETE PIPE WITH GASKETED JOINTS. AMI~
FOOT SEPARATION DISTANCE SHALL IE MMNTAI
INITIAL BACkFILL SHALL BE CEMENT STAI'LIZ
OR MORE BAGS Of CEMENT PER CUlIC yAflO OF ) '01
ALL SECTIONS Of SEIER .ITHIN NINE FEE.T OF THE
WATERlINt. THIS INITIAL BACKFill SHALL IE 'ROM ONI
QUARTER DIAMETER BELOW THE CENTtlLlNE OF THE PIPE
TO ONE PIPE DIAMETER (BUT NOT 'lESS THAIt 12 INCHES)
ABOVE THE TOP OF THE PIPE.
SOILS USED TO IACKFILL UTILITY TRENCHES SHALL BE FREE Of
DELETERIOUS MATERIAl. _ EXCESSIVE AMOUNTS OF SILT. NATIVE
SOilS OR lOllS MEETINQ THE GENERAL BACKFILL REQUIREMENTS
LISTED IN AST. D 2321-Bt (RE-APPROVED "95). STANDARD PRACTICE
FOR UNOERGRCUNO INSTALLATION Of THERMOPLASTIC PIPE FOR
SEWERS AND OTHER GRAVITy FLOW APPLICATIONS. MAY BE USED FOR
BACK'ILllNQ Of TRENCHES UNlESS OTHERWISE PROHIBITED BY PROJECT
PLANS AND SPECIFICATIONS. CONSIDERATION MAY ALSO BE GIVEN TO THE
USE Of PLUG~ILL (OR OTHER METEREO FACILITY) PREPARED CEMENT
STABILIZED SAND FOR BACKFILL OF THE UTILITY TRENCHES.
TRENCH BACKFILL SHAll 8& PLACED IN LOOSE lIFTS NOT TO EXCEED
B INCHES IN THICKNESS. AND SHALL THEN BE toECHANICAlL Y
COMPACTED TO THE REOUIRED MOISTURE/DENSITY SPECIFICATIONS.
SOILS USED TO BACKFILL UTILITIES LOCATED BENEATH PAVED
SURFACES OR OTHER STRUCTURAL UNITS SHALL BE COMPACTED TO
AT LEAST IS'" OF THE MAXUII. DRY DENSITY AS DETERMINED BY THE
STANDARD PROCTOR COMPACTION TEST (ASTM 0 698) AT
PERCENTAGES Of MO I STURE I N THE RANCE OF THE OPT I MUM
MOISTURE CONTENT (owe) TO 31 ABOVE THE owe.
CONTRACTOR SHALL USE CARE TO ENSURE OVER COMPACTION Of
THE BACKFILL DOES NOT DAMAGE THE UTILITY.
SOILS USED TO BACKFILL UTILITIES LOCATED IN NON-STRUCTURAL OR
NATURAL VEGETATION AREAS SHALL BE COMPACTED TO AT LEAST 90'1.
OF THE MAXIMUM DRY OENSITY AS DETERMINED BY THE STANDARD
PROCTOR COMPACTION TEST (ASTM D 698) AT WATER CONTENTS IN
THE RANGE Of THE OMC TO 3'& ABOVE THE ONe.
WHERE UTILITY TRENCHES ARE LOCATED UNDER ROADWAYS OR
OTHER STRUCTURAL SURFACES. CONTRACTOR SHALL (IN ADDITION TO
ADEQUATE COMPACTION). SLOPE THE BOTTOM OF THE UTILITY
TRENCH AWAY FROM THE ROADWAY TO MINIMIZE THE POSSIBILITY OF
WATER MIGRATING BENEATH THE ROADWAY PAVEMENT SYSTEM.
LASS III OR CLASS lVA
ACK~ILL UATERIAL
HAUNCH ZONE
t~STALL A~ C~ACT IN
UAX L S L FTS. WORK
N AROU !P BY HANO
a PRav I ~ UN I ORM SUPPORT
4u BEDDING (UIM) l~S~~LLoasNP E~~~TL~~EL
F INAL GRAO~ BY I HAND.
..
CONCRE TE SUPPORts,,,.
~-SL IP
AL S lDEWALK
D AINAGE COVERS
TRENCH'DETAIL
AREAS
TYPICAL
UTILITY AND SERVICE
FOR NON-STRUCTURAL
+, ; ')
[ 14.0' ~
"."".,..~,..
r' .. .'", ,......,. .'. .. '~" .... 18 .,., . .'. '.. '"
FL -345 21 i'",.. ". e ..". '. ..,. 1 . . ", .
. "..' :..:i ~': :::::.:: ,:-:"::
SEcn ON AA
FL=345.80
,
(<4 ) WHlRE A SEWER CROSSES OVER A 'AT
PORTIONS Of THE SEIER WITHIN NINE
WATERLINE SHALL BE CONSTRUCTED OF'
IRON. OR PYC PIPE WI TH A PRESSURE
'50 PSI USING APPROPRIATE AD
PROCEDURE THE NEW CONVEYANCE
JOINT OF t50 PSI RRESSURE CLASS'
LONG AND TWO NOMINAL SIZES LARCI..R
CONVEYANCE. THE SPACE AROUND THE
BE SUPPOlTED AT 5 FEET INTERVALS
FILLED TO THE SPRINGlINE WITH
ENCASEMENT PIPE SHOUlD BE CENTERED
AND BOTH ENDS SEALED WITH CEMENT
MANUFACTURED SEAL.
H= 345.15
l.c
S'
...
SECTION BB
. FL-347. 75
6' SlOEw.\LK AREA,
Q:~.~~~~:'f
Jd" '.~. ,^~ ~,'^':"'"~'*':',,"'i>"'~':", .'u~,~~Il. I, 4J.#,.'.....~..
"""" 0'.'~'~' . "~"'~" ~,.''', ," ~,,,,...',,.,, .,i'. '~'*''''~.~'.
.. .,..,.,.,... ." , ., .. " ., .'.
. . ~'. ... .., .., :. ... " ... " ., '. '. '. " '. '". ..
. * ~ , . , . '. ,,,. ~ . . "
" ,', * , . ., " . ..
FL= 345.15 Fl=345.21
(B) 'ATER UNE/MANHOLE SEPARATION. UNLESS SAtiflTARY
SEWER htANHOLES AND THE CONNECTING SlWER CAN IE
MADE WATERTIGHT AND TESTED FOR NO LEAKME. THEY
WST 8& INSTALLED SO AS TO PROVIDE A MINI"- OF NINE
FEn OF HORIZONTAL ClEARANCE fROM AN ISTlNQ OR
PROPOSED WATERLINE. WHERE THE Nt
SEPARATION DISTANCE CANNOT BE ACHI . A CARRIER
PIPE AS DESCRIBED IN SUBSECTION (A){4) OF THIS SEetlON
MAY BE USED WHERE APPROPRIATE.
THRee REGULATIONS
TITLE JO. PART I. CHAPTER 290. SUBCHAPTER D. SUBSECTION 290.44
F ACE OF CURB!
J,;,
H= 344.75
SEen ON CC
(S) WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED. THE FOLLOWING
CR I TER I A SHALL APPl Y .
(A) NEW WATERliNE: INSTALLATlON--PARAllEL LINES.
(I) WHERE A rew POTA8l.E WATERlINE: PARALLELS AN EXISTING. NOH-PRESSURE OR PRESSURE
RATED WASTIWATIR LINE/FORCE ....IN AND THE REGISTERED PROFESSIONAL ENGINEER IS
A8l.E TO DlTERIi..re TttAT TME EXISTING LINE IS NOT LEAKING. THE NEW POTABLE WATERLINE
SHALl. BE l.OCAftD AT LEAST TWO FEET ABOVE THE: EXISTING LINE. MUSURED VERTICALLY.
AND AT LEAST FOUR FEET A'AV. NEASURE:D HORIZONTALLY. FRON THE EXISTING LINE.
EWIIY EFFORT SHALl. BE EXERTED NOT TO DISTORt THE BEDDING AND BACKFILL OF THE
EXISTING WASTEWATlR LIre.
(1) IHERI A NU POTA8l.E WATIalINE: PARALLELS AN EXISTING PRESSURE RATED
WASTUATlR LINE AND IT CMIIOT 8E DETERliUNED 8V TttE REGISTERED PROFESSIONAL
INGlreER IF THE EXISTING LINE IS LUKlNG. THE EXISTING WASTEWATER LINE SHALL 8E
REPLACED WtTH A 1'0 PSI PRESSURE RATED PIPE. TME NEW POTABLE WATERLINE SHALL BE
LOCATED AT lEAST TWO FEET A80VE THE NEW WASTE'ATER LINE. ~ASURED VERTICALLY.
AND AT LEAST FOUR FEET AWAY. ~ASURED HORIZONTALLY. fROM THE REPLACED
WASTEWATER LINE.
(III) WHERE A NEW POTABlE WATlRltNE PARALLELS A NEW WASTEWATER LINE/FORCE MAIN.
THE WASTlWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW
POTA8l.E WATERLINE: SHALL LOCATIO AT LEAST TWO FEET A80VE THE WASTEWATER LINE.
NEASURE:O VERTICALLY. ANO AT LEAST FOUR FEET AIAY. NEASURED HORIZONTALLY. FRON
THE WASTEWATER LINE.
(B) NEW WATERLINE INSTALLATlON-CROSSING LINES.
(I) WNER! A NEW POTABLE WATERlINE CROSSES AN EXISTING. NON-PRESSURE RATED
WASTEWATER LINE. ONE SEcw.NT OF THE WATERlINE PIP[ SHALL BE CENTERi.O OVER THE
WASTE1tATlR LINE SUCH THAT THE JOINTS OF TttE WATERliNE PIPE ARE EQUIDISTANT ANO AT
LEUT NINE FEET HOR I ZONTALL Y FROM TME CENTERLINE OF TME WAS TEWA TER LI NE. THE
POTAlLE WATERLINE SHALL It AT LEAST TWO FEET A80YE THE WASTEWATER LINE.
WHENEVER POSSIBlE. THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE
WASTE.ATlR LIre. IF THE EXISTING WASTEWATER LINE IS DISTURBED OR SHOWS SIGNS OF
LEAKING. IT SHAll BE REPUCI:O FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET
TOTAL) WITtt 150 PSI PREssURE: RATED PIPE.
((() WHERE A NEI POTA8l.E WATlRlINE CROSSES AN EXISTING. PRi.SSURE RATED
WASTEWATER LINE. ONE SEcw.NT C6' THE WATERliNE PIP[ SHALL BE CENTERED OVER THE
WASTEWATlR LINE SUCH THAT THE JOINTS OF THE WATUllNE PIPE ARE EOOIDISTANT AND AT
t..UST NINE FEET HORIZONTALLY FRON THE CENTERLINE OF THE WASTEWATE.R LINE. THE.
POTA8l.E WATlRLlre SHAlL BE AT LEAST SIX INCHES ABOVE THE WASTEWATER LINE.
WHENEVEfIt POSSIBlE. Tre CROSSING SHAl.L BE CENTERED BETWEEN THE JOINTS OF THE
WASTEWATER LIME. IF Tre EXISTING WASTEWATER LINE SHOWS SIGNS OF LEAK ING. IT SHALL
BE REPUCED FOR AT LUST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH 150 PSI
PRESSURE: RATED PIPE.
(I I I) WHERi. A NEW POTABLE WATERlINE CROSSES A NEW. NON-PRESSURE RATED WASTEWATER
t..lNE AND THE STANDARD PIP[ SEONENT LENGTH OF TME WASTEWATER LINE IS AT LEAST 18
FEET. ONE SEONENT OF THE WATERl lNE PIP[ SHAll. BE CENTERED OVER THE WASTEWATER
l.INE SUCH THAT THE JOINTS OF THE WATERliNE PIP[ ARE: EQUIDISTANT ANO AT LEAST NINE
FEET HORIZONTALLY FROM THE CENTERLINE C6' THE WASTlWATER LINE. THE POTABLE
WATEAlINE SHAlL BE AT LEAST TWO FEET ABOVE THI WASTUATER LINE. WHENEVER
POSSIBLE. THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS Of THE WASTEWATER
LINE. TME WASTEWATlR PIPE SHAlL HAVE A MIHIIilJM PIP[ STIFfNESS OF 115 PSI AT s.o'X
DlFLECTlON. THE WUTEWATEA Lire SHAll BE E_I)O[D IN CalENT STABILIZED SANO <SEE
ClAUSI (VI) OF THIS SUlPAAAGRAPM) FOR TME TOTAl LENGTH OF ONE PIP[ SEcw.NT PLUS 12
INCHU BEYOND tNE JOINT ON EACH INO.
(IV) WHERi. A NEW POTABLE WATERlINE CROSSES A NEW. NOH-PRESSURE RATED WASTEWATER
LINE AND A STANDARD LENGTH OF TttE WASTEWATER PIP[ IS LESS THAN 18 FEET IN LENGTH.
POTABLE WATER PI~E: SEGMENT SHALL BE CENTERED OVER THE WASTEWATER LINE. THE
ERIALS ANO METHOD OF INSTALLATION SHALL CONFORM WITH ONE OF THE FOlLOWING
IONSc
) WITHIN NINE FEU HORIZONTALLY OF EITMER SIDE c:F THE WATERl lNE. THE WASTEWATER
IPi AND JOINTS SHALL BE CONSTRUCTED WITN PIPE ....TERIAl. HAVING A MINIMUM PRESSURE
IAfJNG c:F t50 PSI. AN ABSOLUTE MINIMUM VERTICAl SEPARATION DISTANCE 0fI TWO FEET
SMALL BE PROVIDED. TME WASTEWATER l. Ire SHALL BE LOCATED BELOW THE WATERLINE.
(Ill ALL SECTIONS c:F WASTEWATER LINE WITHIN NINE FEET HORIZONTALLY OF THE
WATERLINE. SHALL BE ENCASED IN AN HI FOOT (OR It'INGER) SECTION OF PIPE. fLEXiBlE
ENCASING PIPE SHALL HAVE A MIHlMUM PIPE STIFFNESS OF 115 PSI AT 5.0'X DEfLECTION. THE
ENCASING PIPE SHALL BE CENTEREt) ON THE WATERLINE AND SHALL BE AT LEAST TWO
NOMINAl. PIPE DIAMETERS t..ARCER THAM THE WASTE lATER LINE. THE SPACE ARQUND THE
CARIIlIER PIPE SHAL.l BE SUPPORTIO AT FIVE FOOT (OR LESS) INTlRVALS WITH SPACERS OR BE
FILLED TO THE SPRINGlIHE WITH WASHED SAND, EACH ENO OF TME CA.SING SHALL BE SEALED
WITH WATER TIGHT NO\f-SHRINk COENT GROUT OR A MANUFACTURED WATER TIGHT SEAL.
AN ABSOLUTE MINIMUM SEPARATION DISTANCE c:F SI)( INCHES BETwEEN THE ENCASEMENT
PIPE ANO THE WATERlIME SHALL BE PROVIDED. THE WASTlWATER LINE SHALL BE LOCATED
BELOW THE WATERLINE..
(III) WHEN A rew WATlRlIME CRO$SU UNDER A WASTEWATER LINE. THE WATERLINE WILL BE
ENCAsED AS DESCRlBEO FOR WASTE'ATER LIres IN SECTlOH (I I) ABOVE OR CONSTRUCTED c:F
DUCTILE IRON OR STlEL PIPE WITH MECHANICAL OR WELDlD JOINTS AS APPROPRIATE. AN
ABSOLUTE MIHlMUM SlPARATlON OI,STANCE " ONE FOOT BETWEEN THE lATER LINE AND THE
WASTEWATER LIre SHAll. IE PROVIDED. 80TH THI WA.TERlINE AND WASTEWATER LINE. IilJST
PASS A PRESSURE: AND l.EAKAGE TEST AS SPECIFIED IN AWA C600 STANDARDS.
( V) WHERE A rew POTABlE WATERliNE CROSSES A NEW. PRESSURE: RA TED WASTEWA TER II NE.
ONE SIGlitENT OF' THE WATULlNE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE
SUCH THAT Tre JOINTS OF THE WA.TlRLlNE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET
HORIZONTAlLY 'lOW TttE CENTERLINE OF' THE WASTlWATER LINE. THE POTABlE WATERLINE
SHALL BE AT lEAST S1)( INCMES TME WASTEWATER LINE. WHENEVER POSSIBLE. THE
CROSSING SHOUlD BE CENTlRE:D BE Tre JOINTS OF' THE WASTlWATER LINE. THE
WASTlWATER PIPE SHAlL HAVE ANINI'" PRESst)lItfltATING OF 150 PSI. THE WASTEWATER
lINE. SHALL BE r_OOEO IN CEtENTS'Aalll ZED SANO FOR THE 'OT Al LENGTH OF ONE PIPE
SlIMENT PlUS 12 INCHES BEYOND THE JOINT ON EACH IND.
(VI) WHERE CENENT 5TA8Il.IZ[O SAND BEOOING IS REQUIRED. THE CE~NT STABILIZED SAND
HAVE A MnnMUM OF to't NT PER CUBIC VARD OF CEMENT STABILIZED SAND
MIl . B.ASlO ON L DRY T VOL_ lA T LEAST 2.5 lilACS OF CENENT PER CUB I C
YAR' OF' MIlT . TNE STABILIZED SAND IEDDING SHAL.L BE A MINIMUM OF SIX
INCHlS ABOVE Fd S TME SEWER PIPE. TME USE. OF' BAOWN COLORING IN
COENT STABI S ATlA LINt ItOOING IS AEeot.MHOED FOR Tift
IDlN'IVlCAT OF' ....INS OlIftING 'UTURE CONSTRUCTION.
(I) WATERliNE AND ION. THE SEPARATION DISTANCE FIUI A POTABLE
8T1Rl Ire TO A MINI"'" OF NINt FEET. WHERE TME NINE FOOT
SEPARATION 01 CANNOf BE ACHIEVED. THE POTAlLE WATERliNE SHALl. BE ENCASlD
IN It JOINT OF PSI ,. CI..ASS "aPE AT 18 FEIf LONG AND TWO NOMINAl. SIIES
LARGEA TMAN THE W CClNft . THE .ACE :rME CARRIER PIP[ SHALL BE
stIPPORTlD AT'IVI flIT IN $ TH SPACERS .mt It FILLED TO THE SPRING UNE WITH
__ SAND. PIPE CINftREt) ON TME CROSSING AND BOTH ENOS
.AED WITH ......-= UA.
(n tON HYDRANTS. FIRE TS SHAlL NOT BE IHSTAlLEO WITHIN NINE FEET
AL.tl DR AL.LY Of AM'I SANITAftY U'" LIME REGARDLESS OF
TION.
#-
. " . 1__ _ EXc;,A~ATE~ "T~H"C~ 'WIO~H, -I".
. ~ P.AvE:'ME:HT ,. . . ~ . . ~ .
" ~ '~C'j'Df(1.N' ". ",~" ~.
CLASS III OR CLASS IVA
BACKFILL MATERIAL
NOTES:
1. WALL THICl<NESS Of REiNfORCING CONCRETE SHALl. CONFORM TO STANDARD CITY OF
COlLEGE STATION JUNCTION 80X OR AS APPROVED 8'1 STRUCTURAL. ENGINEER.
2. CONTRACTOR SHAlL MAINTAIN A MINI""" OF 6" SEPARATION BETWEEN OPENINGS.
M
CEMENT STABILIZED SAND
POND OUTLET
1, "i'
"\ 1 "'
(NOT IN ALTERNATE)
~
!....
~
~Q..
~1t
V)
INSTALL AND COMPACT IN
aN MAX LOOSE LIFTS. WORK
IN AROUND PIPE BY HAND
TO PROVIDE UNIFORM SUPPORT
INSTAll AND COMPACT IN
4# BEDDING (MIN) aN MAX LOOSE LIFTS. LEVEL
FINAL GRADE BY HAND.
HAUNCH ZONE
I I UATERIAL
NOTE:
STRUCTURAL AREAS ARE DEFINED AS AREAS WITHIN 5' OF ANY EXISTING
STREET. ROAD OR DRIVEWAY (PAVED OR UNPAVED) AND ANY SIDEWALK.
CURB OR OTHER CONCRETE STRUCTURE.
TYPICAL UTILITY AND SERVICE TRENCH DETAIL
FOR STRUCTURAL AREAS
8'
I
~.~.
...:
; .
j
I
4SV4 D2~~1-a9
CLASSES c;,: EteEQNENT AM> BACKF ILL MATERIALS
6'
CLASS II: COURSE GRAINED SOILS. CLEAN. WELL GRADED SAND
AND GRAVELLY SANDS: LITTLE OR NOfINES. THIS MATERIAL MUST
BE NON-PLASTIC.
CLASS III: COURSE GRAINED SOILS WITH FINES. CLAYEY SANDS.
SANO-CLAV MIXTURES WITH A PLASTICITY INDEX GREATER THAN 7
AND WHICH PLOTS ABOVE THE NAN LINE. SEE SPECIFICATIONS ASTM
D232t-89 AND 02487-98 FOR DETAILS.
CLASS IV A: SELECT MATERIAL FRaN THE TRENCH CONSISTING Of
FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS Of lOW TO
MEDIUM PLASTICITY. GRAVELY CLAYS. SANDY CLAYS. SILTY CLAYS.
A PLASTICITY INDEX GREATER THAN 1 AND WHICH PLOTS ABOVE THE
NAN LINE. SEE SPECIFICATIONS ASTM 02321-89 AND D24-87-98 FOR
DETAILS
I
I
I
!
8' SECTION PANELED FENCE
&
FENCE DETAIL
~.J r ::,
t
'"
2% TYP I CAL
2'10 TYP I CALi
,.;:
I 11"
lr. ...
TYPICAL
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVING REOUIREMENTS.
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVING REQUIREMENTS.
M
SECTION A-A
M
SECTION 0-0
t,: ..
2% TYPICAL
2~9~
348.43
1~
8.52"
.
TYPICAL
1.~"
7.08"
11 " I
I
2% TYP] CAL
,
TYPICAL
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVING REQUIREMENTS.
A
1.01
REFER TO lANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVING REQUIREMENTS.
SECTION B-B
A
SECTION E-E
v
~.
~ W3.l6
'"R
[1"
,
2% TYPICAL
ill"
TYPICAL
~
..f" )46.45
'"R
t ~6.~6"
, , ," ,
TYPICAL
1"
2% TYPICAL
7"
I
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVINC REOUIREMENTS.
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVING REOUIREMENTS.
M
SECTION C-C
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SECTION F-F
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GEOTEXT ILE
FABRIC
1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL 8E INSTALLED ON A SliGHT ANGLE
TOWARO THE ANTICIPATED RUNOFF S~E. I'OST MUST BE EhtBEDOED A MINIMUM OF ONE
FOOT.
2. THE TOE OF THE SILT FENCE SHALL 8E mENCHEO IN WITH A SPAOE OR MECHANICAL
TRENCHER. SO THAT THE OOWNSlOPf: FACE OF THE TRENCH IS FLAT AND PERPENDICUlAR
TO THE LINE OF FLOW. WHERE FENCE CAN NOT 8E TRENCHED IN IE.G. PAVEMENT)
WEIGHT FABRIC flAP WITH WASHED GRAVEL ~ UPHILL SIDE TO PREVENT FLOW UNDER
FENCE.
3. THE TRENCH MUST 8E A WINI""" OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR
THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED
MA TER 1At.
4.SILT FENCE SHOULD BE SECURELY FASTE~D TO EACH STEEL SUPPORT POSTS OR TO
WOVEN WIRE. WHICH IS IN TURN ATTACHED T) THE STEEL FENCE POST.
S.INSPECTION SHALL 8E MA{)( WEEKLY OR AFTE~ EACH RAINFALL EVENT AND REPAIR OR
REPLACEMENT SHAlL BE MADE PROMPTLY AS NEEDED,
6.SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT
TO BLOCK OR I..EDE STORM FLOW OR DRAINAGE.
7. ACCUWUlATED SILT SHAlL BE REMOVfD WHEN IT REACHES A DEPTH OF 6 INCHES. THE
SIL T SHALL BE DISPOSED OF IN AN APPROVfD SITE AND IN SUCH A MANNER AS TO NOT
CONTRIBUTE TO ADDITIONAL SILTATION,
FLOW /
5 AI IIUIt4
GN IIUIt4
TRENCH CROSS-SECTION
GENERAL NOTES:
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SILT
FENCE
DETAIL
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ICHAIN LINK FEHCE I ~." 10 ' MAll .~....~
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FENCE~~OCAT!~~(ll~..J!.S OF CRITICAl ROOT ZONE: I
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TREE PROTECTION
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STEEL fENCE POSTS
(MAX 6 SPACING)
IOV~N WIRE SUPPORT
(12/2 GA WIRE NET BACKING)
40 VERTICAL FACE
EMBEDDING DETAIL
TRENCH IBACI<FIlLEDl
FABRIC TOE-IN
A~NGL~F IRST STAj(E
TA PREVIOUSLY
L DALE
FLOW ::;;...
2 REBARS
(STAKES 11/2 TO 2'
ANCHORING DETAIL IN GROUND)
CENERAl NOTES:
1. EACH BALE SHALL BE E..eEDDED IN THE SOIL A WIN I...,.. OF FOUR INCHES.
2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY ~;'" MIAR STAKES DRIVEN THROUGH
THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGlED TOWARD PREVIOUSLY
LAID BAlE TO FORCE BALES TOOETHER.
DES IGNEO.gLK_~~
3. INSPECTION SHALL BE WEEKLY OR AFTER EACH RAINFAll EVENT AND REPAIR OR
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR.
ORAWN~_.~JEO .~'H~
4. WHEN SIL T RUCHES A DEPTH OF 6 INCHES. IT SHALL BE REWOVED AND DISPOSED OF
IN AN APPROVED SITE AS TO NOT CREATE A SILTATION PROBlEM.
S. AFTER THE DEVELOPMENT SITE IS COMPLETElY STABILIZED. THE BALES AND
ACCUMULATED SILT SHAlL BE REMOVED AND DISPOSED OF AT AN APPROVED SPOIL
DISPOSAL SITE.
CHECKED .._D.LK__
A
HAY BALE DIKE
DETAIL
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NOTE: ALL DIMENSIONS
ARE IN INCHES
1/2" REBAR 18" CENTER TO
CENTER BOTH WAYS.
CLASS "AU CONCRETE AS
AS PER CITY OF COLLEGE
STATION SPECIFICATIONS.
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SINClE 167 I 24 70 15
PMAS€ 2,205
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i 250 24 11 15 2.500
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I 150 35 26 3.300
~...,.j 225 39 26 . 4,565
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TMREE 300 46 22.5 4,915
PMASE 500 46 32 5,800
750 53 28.5 8.000
1000 53 29 9,500
1500 58 28 11 . 600
2000 58 28 15.000
CITY OF COLLEGE STATION
TRANSFORMER PAD SPECIFICATIONS
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WATER SEfNlCE
GALJ.{JN$ PER fIINlfTE
/lAX.FUJI 720 GPIJa
IIIM.FUJI 0 GPtJ
NG.FUJI 425 GPIJa
FIRE FUJI J2f:C GPII-
VICINITY MAP
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LEGEND
:
NOTES:
1. ALL SET9>\CKS SHAll, BE IN ACCOAOANCE WITH THE CITY Of COClfCE
STATION STMlDARO SPECfltATIONS.
2. ALL CONSlRUCTION IE
ST ANOARO SPECIFIC
3. CONTRACTOR StW.L CALL f-800.QIG 4CT PRNATE
UTLITY COMPANES PRfOR TO C TlON 'OR
lOCAllON Of' f TING I.fIC)ERGROUND U IT SHALL BE THE
CONTRACTOR'! fBLITY TO YEAIF'Y Tfif( HORtZONT AL ANO
VERTICAL lOCA Of' ALL f..lNI)EftGROUND UTUTf&S.
4. CONTRACTOR SHAll CAlL (4011764-3486 FOR LOCATION OF CITY OF
COLLECt ST AllON UNDERGROUND ELECTAIC lINES PRfOR TO
COaAfENCEMENT Of' CONSTRUCTION.
5. NO PORTION OF THE PROPOSED IMPROYEUfN1S LIE WITHIN THE UNITS
OF THE 100 Y!AR FlOODPl.6l4. (PER FEWA WN' 4804tC014JC DATED
JUl y 2, tG02)
6. IN NO CASE SHALL ~Y CONSTRUCTION OR TESTING BE LESS THAN
STANDARO CIlY OF COlLEGE STATION SPECIFICATIONS. WHERE THOSE
ST ANDAROS ARE EXOEEf.)[D, JHO AS RECOMt.I[NI)[D IN THE GEOTECHNICAL
REPORT, AlL WATE"ALS. WfX DESIGNS. CONSTRUCTION WETHOOS AND
PAVMENT AND TRENCH TESTING SHAlL BE IN ACCORDANCE WfiTH THE
GEOTECHNICAL REPORT DATED DECEMBER 31,1999 BY CSC ENCfNttRING
AND ENVIROMENTAl CONSUlT~TS, INC. IN THE CASE OF DISCREPANCIES
OR OMl.fSSlONS, THE STRICTER INTERPRET4TION SHALL APPl V.
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14. REFER TO
FOR SlTE
PROPERTY L IN(
Bl BUILDING SETBACK
w WATER L J Ne
WW W45TEWATER LINe
T TELEPHONE
00 OVERHEAD UTILITY
UU UNDERGROUND ELECTRIC
C CABlE CONDtJ IT
II 6' WOOD FENCE
121 UTILI TY POLE
"... SIGN
f!J WATER METER
+ FIRE HYDRANT
@ WATER VALVE
8 WASTEWATER MANHOLE
@) STORM SEWER MANHOLE
1m TELEPHONE PEDESTAL .~.~~._..
...-............
.. ............. ..... ..... ....... HANDICAPPED PATH
AND CONSlfilICTION
S TO THE. LINES
IS PROW)[D ON
12. AT AlL LOCATIONS WHERE PrIVATE N;,
OONTRACTOR SHALL INSTAll A CONST IEXPANSfON JOINT
13. OWNER SHALL EWPLOY QUAlIfIED PERSONNEL FOR CONSTRUCTON TESTING.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IW) AlL fAILED TESTS ~
RETESTS.
PROPOSED ARE
HYDRANT (BY OTHERS)
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IX DRIVE
S04'
CHURCH ST.
(40' ROW)
3"
COMPOUND
WATER METER
PROPOSED
FIRE HYDRANT
YO
PROPOSED 8N SANITARY SEWER (BY OTHERS)
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PROPOSED FIRE
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REFER TO LANDSCAPE
PLAN FOR DECORAnvE
PAVERS, HANDRAILS,
BENCHES, VEGETATION,
DECORATIVE UGH11NG
FIXTURES, ETC.
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REFER TO LSIARCH
PlANS FOR DETAIl
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CONCRETE CURB AMO GU11ER
AlONG ALL FRONTAGE ON
SECOND, CHURCH I BOYETT
. 110'
IX CRAYBL DRlYB
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211 seIER SERiICE T N>S 2- J' CDIIPfXJIW IEIfRS
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EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL EROSION ISEDIMENTATION CONTROLS
AND TREE I NATURAL PROTECTIVE FENCING PRIOR TO ANY SITE
PREPARATION WORK (CLEARING. GRUBBING OR EXCAVATION).
2. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE Of INTENT
(NOI) WITH THE APPROPRIATE STATE AGENCY IN ORDER TO COMPLY
WITH EPA REGULATIONS. SAID NOI MUST BE FILED TWO DAYS BEFORE
CONSTRUCTION BEGINS.
3. SEDIMENT FENCE. ROCK BERM BARRIERS. OR OTHER SEDIMENT TRAPPING
DEVICEs SHALL CONTROL ALL STORM WATER LEAVING THE SITE. ALL
FILL OR CUT AREAS SHALL BE REVEGETATED.
SILTATION CONTROL (AS SHOWN ON THE DETAIL) WILL BE PROVIDED AT
ALL STORM DRAIN INLETS ONCE THEY ARE ABLE TO CONVEY WATER.
THE SilTATION CONTROL WILL BE REMOVED ONCE THE SITE HAS BEEN
STABILIZED AND BEFORE THE ROAD IS OPEN TO THE PUBLIC.
ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE
SEDIMENT LEVEL REACHES 25 PERCENT CAPACITY. SEDIMENT SHALL BE
DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT
SUlfABLE FOR FILL.
6. THE SITE SUPERINTENDANT. OR HIS REPRESENTATIVE. SHALL ~E A
VISUAL INSPECTION OF ALL MECHANICAL CONTROlS AND NEWLY
STABILIZED AREAS ON A DAILY BASIS: ESPECIALLY AFTER A RAINFALL
TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY
FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO
THE END OF THE WORK DAY. INCLUDING RE-SEEDING AND MULCHING OR
RE-SODDING IF NECESSARY. ALL INSPECTION SHALL BE DOCUMENTED
WITH A WRITTEN REPORT.
7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROl
DEVICES AFTER THE SITE HAS BEEN STABILIZED AND SOD OR MUlCH IN
PLANTED AREAS HAS TAKEN ROOT.
8. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE Of
TERMINATION AT THE COMPLETION OF THE PROJECT.
9. THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATELY REMOVING ALL MUD
OR DEBRIS DEPOSITED IN THE STREETS AS A RESULT OF BECOMING
SEPARATED FROM VEHICLES OR EOUIPMENT LEAVING THE SITE.
PERMENANT EROS I ON CONTROl NOTES:
ALL DISTURBED AREAS SHALL BE RESTORED AS NOTED BELOW
A. A MINIMUM OF FOUR INCHES OF TOP SOIL SHALL BE PLACED IN
ALL ORA IMAGE CHANfiIElS (EXCEPT ROCK) AND BETWEEN THE CURB
AND RIGHT-of-WAY LINE.
8. PEAMANANT EROSION CONTROl SHALL BE PROVIDED OVER AREAS
DISTURBED 8Y CONSTRUCTION AS FOlLOWS: SEED OR SOD OR
LANDSCAPE AS SHOWN ON LANDSCAPING PLANS. ALL SEEDING.
fERTILIZATION AND IRRIGATION SHALL BE IN ACCORDANCE WITH
THAT SPECIFIED ON LANDSCAPE PLANS.
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TIC 345.5511133'/
FL 345D5 . /
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TIC 345.64
FL 345J4
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ENGINEER .// I
PRELIMINARY GRADING PLAN:
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FINAL GRADING PLANS TO BE
RELEASED UPON RECEIPT OF FINAL
HANDICAPPED RAMPS FROM ARCHITECT
FINAL GRADING PLANS WILL INCLUDE
ADDITIONAL RETAINING WALLS.
REFER TO DETAIL SHEETS FOR
ENLARGED STEP DETAILS
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350
348
346
344
342
340
338
336
334
IT SHAll BE THE RESPONSIBIlITY OF
THE CONTRACTOR TO VERIFY THE
EXACT DEPTH HORIZONTALLY AND
VERTICAl.l Y Of ALL EXISTING UTIlmE
PRIOR TO INSTAlLATION OF
IMPROVEMENTS
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PERMIT SET
PRINTING
19 JUNE 00
Date
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Project No,
1282
Drawn By
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~INDICATES C~ILLED WATER RISER -X
(SEE RISER DIAGRAMS S~EET M-l
FOR SIZES AND CONFIGURATIONS)
Architect
12/12 TO 12"cP ADAFTER
12/12 FIRE DAMFER
- FIFT~
-----AC;CESS DOOR
~ 8x8 EX~. GRILLE
O.A. INTAKE t400D
WI INSECT SCREEN
FD
O.A. INT AKE ~OOD
WI INSECT 5CREEN
CD~"":?~~,cPLAN HvAC
.
AAE Arcbitects Ine
4121 Commrzce Street
Suite 1
Dallas
Teus
75~
T. 214.824.7040
F.214.887.0559
, ,.........................,...... ..................... I ....
12"cP SFIRAL
EF.8
ROOF CURB
-- ----------- ROOF
~8x8 EXt4. GRILLE
ROOF CURB
ROOF CURB
~"cP 5FIRAL
12/12 TO 6"cP ADAFTER
12/12 FIRE DAMFER
SECOND
"AC.CESS DOOR
~8X8 EX~. GRILLE
T~IRD
ACCESS DOOR
1{?) /I{?)
VERT. FAN COIL ~, u_ 1{?)/6 T AF WIT~
DAMFER INTO RA
RA FLATFORM~ _ FLATFORM
--~- ------- SECOND
---FO----ACCESS DOOR
T~IRD
INSULATED Ct-4ILLED
WATER LINES
ROOF
ROOF
FD
VERT. FAN COIL ~---
i
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ACCESS DOOR _______L__
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24/1cZ)
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24/1cZ)
VERT. FAN COIL "'-... [-- lcZ)/6 T AF WITt4
~ DAMFER INTO RA
RA FLATFORt1~: __ FLATFORM
,_EQ_______________________________ n___. f IFT~
SEALED BY OT~ERS
PITCt-4 PAN BY OT~ERS
INSULATED Ct-4ILLED
WATER LINES
RA FLATFORM
------- FOURT~
-----A-CCESS DOOR
14/1cZ)
lcZ)/~ T AF WIT~
DAMPER INTO RA
PLA TFORM
16/1cZ)
lcZ)/~ TAP WITt4
DAMPER INTO RA
PLATFORM
Et2___ fOURT~
NAIL OR SCREW
RETAINING STRAP TO
PIPING SUPPORT
PERMIT SET
PRINTING
19 JUNE 00
FD
12/12 TO lcZ)/IcP ADAPTER
12/12 FIRE DAMFER
-- FOURT~
---~CCE5S DOOR
~8x8 EX~. GRILLE
RA PLATFORM
----------.--- --- F IFn-l
.----------ACCES5 DOOR
16/1cZ)
lcZ)/b TAP WIT~
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PLATFORM
ACCESS DOOR
VERT. FAN COIL
VERT. FAN COIL
1{?)"cP SPIRAL
FD
12/12 TO 8"cP ADAPTER
12/12 FIRE DAMFER
-- T44IRD
------ACCESS DOOR
~8X8 EXI-t GRILLE
RA PLATFORM
14/1{?)
lcZ)/~ T AP WIT~
DAMFER INTO RA
PLATFORM
TREATED WOOD S~IM
(AS REQ'D FOR LEVEL
PIPE)
TREATED WOOD PIPING
SUPPORT 41x4"x1211 LONG
(24" LONG SUPPORTS
FOR 4" ~ 6" DIAMETER
PIPES)
VERT. FAN COIL
ACCESS DOOR
VERT. FAN COIL
8"cP SPIRAL
ACCESS DOOR
VERT. FAN COIL ~--
RA FLATFORM~
I{?) /1{?)
lcZ)/6 T AF WITt4
DAMFER INTO RA
PLA TFORM
----- SECOND
FD
Date:
(z)~l2bl2(z)f?X)
VERT. FAN COIL ~--
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lcZ)/~
1{?)/~ T AF WIT~
DAMPER INTO RA
PLA TFORM
VERT. FAN COIL ~-- -
RA FLATFORM~___
lcZ)lb
lcZ)/~ T AF WITt4
DAMPER INTO RA
PLA TFORM
---a: )'
<B~ "'---' .
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~ .;"'. .' .<!. :.~ -.' /:~. '
" -"'~ . ~.. .
Project No.
1282
Drawn 6~:
crr
Checked ~:
mhe
Sheet Tit Ie:
ROOF PLAN.
DETAILS ~YAC
ACCESS DOOR
PIPING SUPPORT
6> "....,,::: ...',.-,-"'rc....."'i='
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0~~:c~_~sc:!:M. EXH RISER
0~S~!~sc:2.A. RISERS
0~S~!~SCc:=.A. RISERS
@~}c~~~7~SOF PENETRATION
TDlndustries
!:lie rllflC>> tIlrougII r ,'1lIfM o..a_
138~0 Diplomat Dr.
Ddllas, Tx. 15381-~0b
(~12) 888-~300
TD I Job · 1~1:; A
Drawing No.
M=0
--- ~ fiRST
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fIRST
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4121 ColDlDtl'Ce Street
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F. 214.887.0559
PERMIT SET
PRINTING
19 JUNE 00
Date.
0512 b /20(l)(l)
PrOject No,
1282
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Sheet Title'
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19 JUNE 00
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Project No.
1282
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FAN COIL UNIT SCHEDULE ,- ,-
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FAN DATA COOLING SECTION ELECTRICAL DATA --
UNIT NOM TOTAL FAN EXT. SENS. TOTAL E.A.T. CI-IILLED WATER RUNOUT .> I-ITR TOTAL MAX MANUFACTURER
NO. TONS CFM I-IP SP BTUI-I BTUI-I DB/UJB GPM EWT LWT PD SIZE I KW 13 TUI-I AMPS MCA FUSE ELECT AND MODEL NO. COMMENTS
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l-t5 3/4 3e>e> - -- e>.1 4;3Je>e> b ,1e>e> 8e>/61 1 45 55 1.4 3/4" \ 2 b~2e> ~.3 12 15 211/1/be> FIRST CO. 31-11-1S I-IORIZONT AL
1-11 1 4e>e> - -- e>.1 8,e>e>e> 11,e>e>e> 8e>/61 1.5 45 55 43 3/4" ( 3 le>,23e> 13.3 11 2e> 211/1/6e> ;' FIRST CO. 41-11-1S I-IORIZONT AL
1-11.5 1-1/2 6e>e> - -- e>.1 le>,4e>e> 1~,e>e>e> 8e>/61 3 4~ 5~ ~.8 3/4" > 3 le>,23e> 14.1 18 2e> 211/1/6e> " FIRST CO. 61-11-1S I-IORIZONT AL
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1-12 2 8e>e> - -- e>.1 lb ,e>e>e> 2e>pe>e> 8e>/61 4 45 55 5.4 3/4" '> 5 11 ,e>~e> 22.8 3e> 3e> 211/1/6e> FIRST CO. 81-11-1 I-IORIZONT AL
1-12.5 2-1/2 le>e>e> - -- e>.1 2 e>,2 e>e> 26,2e>e> 8e>/61 5.~ 4~ ~~ Ie> 1" \ 5 11 ,e>5 e> 22.8 3e> 3e> 211/1/6e> c ,FIRST CO. le>1-I1-I I-IORIZONT AL
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1-13 3 12e>0 - -- 0.1 22,40e> 2~pe>e> 8e>/61 6.5 4~ 5~ ~2 1" I ~ 11,e>~0 23.b 3e> 3e> 211/1/60 FIRST CO. 121-11-1 I-IORIZONT AL
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V3 3 12e>0 1/3 02~ 21;3Je>0 3~,40e> 8e>/61 8 45 54.~ 1.5 1-1/4" / 5 11,e>e>0 24.0 3e> 30 211/1/60 FIRST CO. 12MBE~ VERTICAL
V4 4 16e>0 1/2 025 26,1e>e> 51~00 80/61 10 45 ~~.4 103 1-1/4" \ 5 11,000 2~.0 3e> 30 211/1/60 FIRST CO. 16MBE~ VERTICAL
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VB ~ 20e>e> 3/4 025 43 ~e>e> 61,200 8e>/61 11 4~ 56.1 5.1 1-1/4" , 5 11,000 21.0 34 3~ 211/1/60 fiRST CO. 20MBE~ VERTICAL
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UNIT SI-lALL BE FURNISI-lED WITI-l ALL NECESSARi 3. ALL UNITS SI-lALL I-lAVE AUXILlAR1 DRAIN-PANS UNLESS NOTED OTI-lERWISE.
OPERA TING CONTROLS, ETC.
EXTERNAL STATIC PRESSURE INCLUDES DUCTWORK,
GRILLES, AND FILTERS ONL 1.
AIR COOLED CHILLER SCHEDULE
UNIT CAPACITi CI-lILLED WATER -.,.--- MANUFACTURER
. --
NO. SERVICE NOM. TONS GPM EWT LWT PD ELECT. /EER AND MODEL NO. COMMENTS
A-E BLDG. A - EAST QUAD 160 48e> 55 4~ 20 460/3/60 ) ~.5 CARRIER 306T-110
A-W BLDG. A - WEST QUAD 160 32~ 55 4~ 12 4be>/3/60 : ~.5 CARRIER 306T-110
B-E BLDG. 13 - EAST QUAD lb0 45e> 55 4~ 18 . 4b0/3/60 \ ~.5 CARRIER 306T-110
B-W BLDG. 13 - WEST QUAD 1~0 341 55 4~ 12 1 4be>/3/~0 ' ~.5 CARRIER 306T -110
NOTES:
CI-lILLER CAPACIT1 BASED ON 0.0002~ FOULING FACTOR IN TI-lE COOLER.
ST ART -UP SI-IALL BE 131 FACTORi AUTI-lORIZED SERVICE PERSONNEL.
CI-lILLER CAPACITi IS BASED ON 10~.F AMBIENT TEMPERATURE.
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ELECRTICAL DATA MANUFACTURER
E.F. UNIT TOTAL FAN EXT. TOTAL AND MODEL NO.
NO. TYPES CFM DIA (IN) SP (IN) MOTOR RPM AMPS ELECT. (OR EQUAL) COMMENTS
1 A.B.C 50 - -- - -- - - - - -- 0.1 115/1/b0 BROAN b88 1
2 DEFGI-I 50 - -- - -- - -- - -- 0.1 115/1/b0 BROAN b88 1
3 JKLM 50 - - - - -- - - - - -- 0.1 115/1/b0 BROAN b88 1
4 RR's (1ST FLOOR) 100 - -- - -- - -- - -- 1. 3 115/1/b0 BROAN b1b 1,4
5 RR's (1ST FLOOR) 50 - -- - -- - -- - -- 0.1 115/1/b0 BROAN b88 1,4
6 RR"s (5TI-I FLOOR) 50 - -- - -- - -- - - - 0.1 115/1/b0 BROAN 688 1,4
1 POOL EQUIP RM 580 10 0.0 1/30 I-IP 1550 1.0 115/1/b0 DA YTON 2C81~ 2
8 TRASI-I ROOMS b20 10.5 0.5 l/b I-IP 1120 2.3 115/1/b0 DA YTON 41-1Z21 3
~ ELEV. EQUIP. RM. 180 8 0.3 - -- 1515 1.5 11:;/I/b0 BROAN 511MG 5
1. CE IL ING MOUNT WITI-I BACKDRAFT DAMPER. 4. WALL CAP.
(SWITCI-I BY ELECTRICAL CONTRACTOR).
:;. ROOM TO ROOM FAN WITI-I SWITCI-I AND METAL GRILLES.
2. WALL MOUNT PROPELLER TYPE WITI-I AUTOMATIC SI-IUTTER,
REAR FAN GUARD AND TI-IERMOSTAT.
3. CENTRIFUAL DOWNBLAST vENTILATOR WITI-I
BAROMETRIC BDD, CURB, BIRDSCREEN AND DISCONNECT.
OUTSIDE AIR INTAKE HOOD SCHEDULE
MANUFACTURER
OAI TOTAL TI-IROA T I-IOOD AND MODEL NO.
NO. CFM SIZE SIZE (OR EQUAL) COMMENTS
1 1000 lbxlb 31x34 LOREN COOK MODEL vi 1
1. I-IOODED ALUMINUM, WITI-I CURB, BAROMETRIC BACKDRAFT DAMPER AND
BIRDSCREEN
PUMP SCHEDULE
PUMP CAPACIT.,.. I-lEAD IN MIN. MIN. \lFD MANUFACTURER
/ ~EQ'D AND MODEL NO. COMMENTS
NO. SERVICE GPM FT. WTR. I-IP % EFF. RPM ELECT. T1PE
A-E BLDG. A - EAST QUAD 48e> 5e> Ie> 80 115e> 4be>/3/~e> !NO END SUCTION BELL 4 GOSSETT 1531-4BC
A-W BLDG. A - WEST QUAD 32~ 5e> 1.5 b8 11~e> 4~0/3/~e> NO END SUCTION BELL 4 GOSSETT 1531-31313
B-E BLDG. 13 - EAST QUAD 4~0 50 10 11 115e> J4.6e>/3/b0 !'NO END SUCTION BELL 4 GOSSETT 1531-4BC
B-W BLDG. 13 - WEST QUAD 341 5e> 1.5 68 115e> 4~0/3/~e> /NO END SUCTION BELL ~ GOSSETT 1531-31313
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NOTES: ,
PUMPS SI-lALL BE NON-OVERLOADING.
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KITCHEN HOOD SCHEDULE
ELECRTICAL DATA MANUFACTURER
TOTAL EXT. FAN MOTOR TOTAL AND MODEL NO.
MARK CFM SP (IN) Bho I-IP RPM AMPS ELECT. (OR EQUAL) COMMENTS
KEF 1 TI-IRU 4 2000 2" 1.01 (ho) 2.0 1124 - -- 460/3/60 LOREN COOK lb5 CPS 1,3
MUF 1 TI-IRU 4 lh00 1" 0.518 1.0 1125 - -- 460/3/60 LOREN COOK ~0 ASP 2,3
I-IOOD 1 TI-IRU 8 - -- - -- - -- - -- - -- 0.1 115/1/b0 CAPTIVEAIRE 1,41 5
1. CENTRIFUGAL UTIL ITY BLOWER WITI-I 4. 4'x4' CANOPY WITI-I STAINLESS STEEL CONSTRUCTION, UL
MOTOR, DRivE, DISCONNECT SWITCI-I, WEATI-IER COVER, DRAIN GREASE FILTERS, GREASE TROUGI-I, GREASE CUP,
AND ACCESS DOOR. INCANDESCENT LIGI-IT AND 311 WIDE BACK STANDOFF.
2. CENTRIFUGAL FILTERED SUPPLY FAN WITI-I MOTOR, DRIVE, 5. ANSUL R-102 FIRE SUPPRESSION SYSTEM SERVES TWO
DISCONNECT SWITCI-I, ROOF CURB AND INTAKE EXTENSION. ADJACENT I-IOODS.
3. CAPTlvEAIRE COMBINATION STARTER CONTROL PACKAGE.
ONE STARTER PACKAGE PER KITCI-IEN TO START 4 STOP
EXI-IAUST 4 SUPPLY FANS.
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PTAC CAPACITY ,- '--" ,/' -, - /
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NO. SERvES BTU CLG. CFM ELEC. AMPS MODEL NO. (OR EQ) COMMENTS
1 MAINTENANCE RH. 6,000 200 2b5/1/60 15 CARRIER 52SQ ,/r' 1
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PERMIT SET
PRINTING
19 JUNE 00
------ -
AIR DISTRIBUTION SCHEDULE
MODEL NO.
LOCATION MARK DESCRIPTION MOUNT DAMPER COLOR MANUFACTURER (OR EQ) (OR EQUAL) COMMENTS
TYPICAL UNITS GRILLE SIDEWALL GRILLE SURFACE MLD WI-IITE J 4 J REGISTER 600 1
TYPICAL UNITS GRILLE 3 WAY CLG GRILLE SURFACE MLD WI-IITE J 4 J REGISTER I-IV-600-3 1
TYPICAL UNITS RAFG RA FILTER GRILLE SURFACE NO WI-IITE J 4 J REGISTER 60-GI-I-FF - --
PUBLIC GRILLE CORRIDOR SIDEWALL SUPPLY SURFACE NO WI-IITE J 4 J REGISTER ~0V 2
PUBLIC CD CEILING DIFFUSER LAY-IN BF WI-IITE J l J REGISTER 1500 3, 4
PUBLIC GRILLE 3 WAY CEILING GRILLE SURFACE MLD WI-IITE J 4 J REGISTER I-Iv-b00-3 1
PUBLIC GRILLE SIDEWALL GRILLE SURFACE MLD WI-IITE J l J REGISTER b00 1
PUBLIC RAG RA GRILLE (TYPICAL U. N. 0) SURFACE NO WI-IITE J 4 J REGISTER 60-GI-I - --
PUBLIC RAG A RA GRILLE "AII SURFACE NO WI-IITE J 4 J REGISTER S-~5-1-1 - --
PUBLIC RAFG RA FILTER GRILLE SURFACE NO WI-IITE J 4 J REGISTER 60-GI-I-FF - --
PUBLIC RAFG RA FILTER GRILLE LAY -IN NO WI-II TE J 4 J REGISTER 60-GI-I-FF - --
PUBLIC EXI-I.GRILLE EXI-IAUST GRILLE SURFACE NO WI-IITE J 4 J REGISTER 60-GI-I - --
PUBLIC LOUVERED ACCESS PNL. LOUVERED ACCESS PANEL SURFACE NO WI-IITE FIRST COMPANY S65 - --
COMMENTS:
1. MULTI-LOUVER DAMPER
2. 0 DEGREE DEFLECTION, VERT BLADE, NO DAMPER
3. BUTTERFLY DAMPER
4. LAY IN FRAME
NOTEa... -,~--,
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REV -I. Ct-lANGES vOLTAGES
FROM 240/3/60 TO 460/3/60
OR 211/1/60 AS REQUIRED
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Project No.
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PERMIT SET
Revisions
Date:
4-11-00
Project No.
1282
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DOMESTIC WATER
2cd FLOOR
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ALL DOMESTIC WATER PIPING TO BE RUN IN T+-iE
SECOND FLOOR I-iALLWA'( CEILING AND FURRDOWNS
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ALL I-iOT WATER PIPING SI-iALL BE INSULATED
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SECOND FL.OOR t-i4.LLWA"( CE ILlNG AND FURRDOWNS
Revis ions
FROV!DE:) B'i G.C,
A:...L DOMESTIC WATER PiPiNG 2' AND SMALLER SHA;..._
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AL.;... DOMESTiC JjATER PiPiNG LARGER ThAN 2 ShA~L
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ELECTRICAL SYMBOLS
*NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS. *
*SEE ARCH. ELEVATIONS AND SPECS. FOR TYPICAL MOUNTING HEIGHTS OF ALL DEVICES.*
SYMBOL DESCRIPTION NOTES
D SURF ACE MOUNTED OR RECESSED FLUORESCENT FIXTURE
I ... I WALL BRACKET MOUNTED FLUORESCENT FIXTURE
I I FLUORESCENT UNDER COUNTER ~XTURE
0 SURFACE MOUNTED OR RECESSED ~XTURE
04 WALL BRACKET MOUNTED FIXTURE
\7\7\7 TRACK LIGHTING
0- POLE MOUNTED LIGHTING
I> GROUND MOUNTED FLOOD LIGHTING
~ ~ INDICA TES FIXTURE CONNECTED TO CRITICAL BRANCH
IJ . INDICA TES FIXTURE CONNECTED TO LIFE SAFETY BRANCH
@ EXIT SIGN WITH ARROWS AS INDICA TED
AA DESIGNA TES FIXTURE TYPE
$0 LOWER CASE LETTER INDICATES CONTROLLING SWITCH
$ SINGLE POLE SWITCH
$c SINGLE POLE SWITCH - RED TOGGLE
$5 THREE WAY SWITCH
$: THREE WAY SWITCH - RED TOGGLE
$D DIMMER
$IC INTENSITY CONTROL
f INTERVAL TIMER CONTROL
$M 30A MOTOR RATED SWITCH
$vc VOLUME SWITCH CONTROL
$K KEYED SINGLE POLE SWITCH
~o 30A SINGLE POLE SWITCH
Q) JUNCTION BOX
cD NEMA 5-15R SINGLE RECEPTACLE
dJ NEMA 5-15R SINGLE RECEPTACLE - RED
db NEMA 5-15R DUPLEX RECEPTACLE
d1t NEMA 5-15R DUPLEX RECEPTACLE - RED
<J) NEMA 5-15R DUPLEX RECEPTACLE (ABOVE COUNTER)
<15 NEMA 5-15R DUPLEX RECEPTACLE - RED (ABOVE COUNTER)
<it NEMA 5-15R G~ RECEPTACLE
dtf NEMA 5-15R DUPLEX RECEPTACLE FOR TELEVISION
$ NEMA 5-15R QUADRUPLEX RECEPTACLE
~ NEMA 5-15R QUADRUPLEX RECEPTACLE - RED
(J1 NEMA 5-15R QUADRUPLEX RECEPTACLE (ABOVE COUNTER)
.
~ NEMA 5-15R QUADRUPLEX RECEPTACLE - RED (ABOVE COUNTER)
dtl> SINGLE PHASE RECEPTACLE - CONFIGURED AS NOTED
6? THREE PHASE RECEPTACLE - CONFIGURED AS NOTED
0 FLUSH FLOOR NEMA 5-15R DUPLEX RECEPTACLE
0 PEDESTAL MOUNTED NEMA 5-15R DUPLEX RECEPTACLE
I . . . MUL TI-OUTLET SURF ACE METAL RACEWAY
. TELEPHONE OUTLET AND PLATE
.w WALL MOUNTED TELEPHONE OUTLET
~ SPECIAL PURPOSE OUTLET
~ PEDESTAL MOUNTED TELEPHONE OUTLET
~ COMBINA TION TELEPHONE I DATA OUTLET
W DICTATION OUTLET
\l DATA OUTLET
@ FLUSH FLOOR DATA OUTLET
~ PEDESTAL MOUNTED DATA OUTLET
(0 CLOCK OU TLET
(C) 24 HOUR CLOCK
crjT INTERVAL TIMER
~ CIRCUIT HOMERUN - ARROWHEADS INDICATE QUANTITY OF CIRCUITS
~ CONCEALED CONDUIT
~ EXTERIOR CONDUIT BELOW GRADE
~ CONCEALED CONDUIT IN SLAB
UP ON CONDUIT TURNED UP OR DOWN
0 .
-D- MOTOR
CP FUSIBLE SAFETY SWITCH - FRAME SIZE, # POLES, FUSE SIZE
lZP NONFUSIBLE SAFETY SWITCH - FRAME SIZE, # POLES
1:81 MOTOR ST ARTER
IXI COMBINA TION MOTOR STARTER I C.B. DISCONNECT SWITCH
IVFDI VARIABLE FREQUENCY DRIVE - BY DIVISION 15
- BRANCH CIRCUIT PANELBOARD - FLUSH MOUNTED
- BRANCH CIRCUIT PANELBOARD - SURFACE MOUNTED
~ DISTRIBUTION PANEL - WALL I FLOOR MOUNTED
IIYI TV CABLE OUTLET
<S> P AGING SYSTEM LOUDSPEAKER
<S>v PAGING SYSTEM LOUDSPEAKER WITH INTEGRAL VOLUME CONTROL
~ DOOR ALARM
m PUSH BUTTON
FIXTURE SCHEDULE
SYMBOL DESCRIPTION MODEL #
RA 8' 2-LAMP FLOURESCENT STRIP FIXTURE
RB FLOURESCENT WALL FIXTURE F410-36NI
RC COMBINA TION FLOURESCENT LIGHT, HEATER, AND VENT IN SHOWER
RD 2' WALL MOUNTED 2-LAMP FLOURESCENT DIFFUSER F3402CLOUD
A FLOURESCENT RECESSED DOWNLlGHTS
ACtM FLOURESCENT RECESSED DOWNLlGHTS ON DIMMER
B FLOURESCENT CONTINUOUS STRIP LIGHTS
BOIM FLOURESCENT CONTINUOUS STRIP LIGHTS ON DIMMER
C RECESSED 2X4 FLOURESCENT LAY-IN
D 2X2 FLOURESCENT RECESSED FIXTURE
F FLOURESCENT WALL FIXTURES F 41 0-36NI
G 4' 2-LAMP, ADA COMPLIANT, DAY-BRITE, WALL MOUNTED FLOURESCENT CB-2-40W-120-NLI
H CONTINUOUS STRIP FIXTURE HC21-08
I PARKING GARAGE FIXTURE
J PARKING GARAGE FIXTURE WI QUARTZ RESTRIKE
X EXIT LIGHTING
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E1.0
E 1 .1
E2.0
E2.1
E?2
E2.3
E,2.4
E2.5
E2.6
E2.7
E~2. 8
E2.9
E2.10
E3.0
E3.1
E3.2
E3.3
E3.4
E3.5
E3.6
E3.7
E3.8
E3.9
E3.10
E4.0
E4.1
E4.2
'E4.3
E4.4
E4.5
E4.6
E.4. 7
E4.8
E4.9
E4.10
E5.0
E5.1
E5.2
E5.3
E5.4
E5.5
E5.6
E5.7
E5.8
E5.9
E5.10
E6.0
E6.1
E6.2
E7.0
E7.1
E7.2
E7.3
E7.4
E7.5
E7.6
E7.7
DISCONNECT LEGEND
FIXTURE/DRAWING SCHEDULE, LEGENDS
SITE ELECTRICAL PLAN
SITE LIGHTING PLAN
1st FLOOR NORTH LIGHTING
1 st FLOOR SOUTH LIGHTING
2nd FLOOR NORTH LIGHTING
2n d FLOOR SOU TH LI GH TI N G
3rd FLOOR NORTH LIGHTING
3rd FLOOR SOU TH LI GH TI N G
4th FLOOR NORTH LIGHTING
4th FLOOR SOUTH LIGHTING
5th FLOOR NORTH LIGHTING
5th FLOOR SOUTH LIGHTING
ROOF PLAN LIGHTING
1 st FLOOR NORTH POWER
1 st FLOOR SOU TH POWER
2nd FLOOR NORTH POWER
2n d FLOOR SOU TH POWER
3rd FLOOR NORTH POWER
3rd FLOOR SOUTH POWER
4th FLOOR NORTH POWER
4th FLOOR SOUTH POWER
5th FLOOR NORTH POWER
5th FLOOR SOUTH POWER
ROOF PLAN POWER
1 st FLOOR NORTH FIRE ALARM
1 st FLOOR SOUTH FIRE ALARM
2nd FLOOR NORTH FIRE ALARM
2nd FLOOR SOUTH FIRE ALARM
3rd FLOOR NORTH FIRE ALARM
3rd FLOOR SOUTH FIRE ALARM
4th FLOOR NORTH FIRE ALARM
4th FLOOR SOUTH FIRE ALARM
5th FLOOR NORTH FIRE ALARM
5th FLOOR SOUTH FIRE ALARM
FIRE ALARM RISER
1 st FLOOR NORTH SECURITY
1 st FLOOR SOUTH SECURITY
2nd FLOOR NORTH SECURITY
2nd FLOOR SOUTH SECURITY
3rd FLOOR NORTH SECURITY
3rd FLOOR SOUTH SECURITY
4th FLOOR NORTH SECURITY
4th FLOOR SOUTH SECURITY
5th FLOOR NORTH SECURITY
5th FLOOR SOUTH SECURITY
(FUTURE)
LIGHTNING PROTECTION
LIGHTNING PROTECTION DETAIL
LIGHTNING PROTECTION DETAIL
ONE LINE BUILDING A
ONE LINE BUILDING B
FUTURE
FUTURE
FUTURE
FUTURE
FUTURE
FUTURE
x
N=NON-FUSED
F=FUSED
xx-xx-xx-xx
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L=250V
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3=30A
6=60A
10=100A
20= 200A
40=400A
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5th FLOOR SOU11l
FIRE ALARM
Drawing No,
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DEVICE LEGEND
SYM DESCRIPTION
MODEL
BACK BOX
MTG. HEIGHT
A j
A j
I FACpl FIRE ALARM CONTROL PANEL MXL
I PSR11 REMOTE FIRE ALARM PANEL PSR-1
IRCC11 FIRE ALARM ANNUNCIATOR RCC1
fPAD21 SIGNAL EXTENDER PAD2
[]] BEAM DETECTOR PBA-1191
[I] MANUAL PULL STATION MSI-20B SGL GANG 3 1/2" DEEP
CID SMOKE DETECTOR FP-11 4" OCTAGON
@- DUCT DETECTOR AD-11 XPR DUCT MOUNTED
<I) HEAT DETECTOR FPT -11 4" OCTAGON
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[I] FIREMAN'S PHONE JACK FJ-303 SGL GANG
UTI DOOR HOLDER SDH-2D
ITRII DUAL INPUT MODULE TRI-D DBL. GANG 3-1/2" DEEP
ITRII R ADDRESSABLE RELAY MODULE TRI-R DBL. GANG 3-1/2" DEEP
"SB" DENOTES SOUNDER BASE WITH IN SMOKE DETECTOR DEVICE
66" TO TOP
66" TO TOP
66" TO TOP
FI ELD LOCATE
FI ELD LOCATE
42" AF.F.
CEILING MOUNT
FIELD LOCATE
CEILING MOUNT
80" AF.F.
80" AF.F.
80" AF.F.
N/A
N/A
FI ELD LOCATE
FIELD LOCATE
42" -54" A F. F.
FIELD LOCATE
FI ELD LOCATE
FIELD LOCATE
(SUPPLIED
(SUPPLIED
(SUPPLIED
N/A
BY SIEMENS)
BY SIEMENS)
BY SIEMENS)
A INITIATING A INITIATING
DEVICE DEVICE
A CIRCUITS A CIRCUITS
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& VISUAL C B C J BASE & VISUAL C B C J BASE
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IPAD2: 2D J D IPAD21 IPAD2: 2D J D lPAD21
TO ICP C E I #07 #08 I C SOUNDER TO ICP C E I #17 #18 I c SOUNDER
MODULE E C J BASE MODULE E C J BASE
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I
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20 0 20 0
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TO ICP C E I #05 #06 I C SOUNDER TO ICP C E I #15 #16 I c SOUNDER
MODULE E C J BASE MODULE E C J BASE
CIRCUITS CIRCUITS CIRCUITS CIRCUITS
PSR11 FACpl
1-1/2" CONDUIT 1-1/2" CONDUIT
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I
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1 -1/2" CONDUIT A 1-1/2" CONDUIT A
6A,6D,2F 6A,6D,2E,4F
A j INITIATING A j INITIATING
DEVICE A DEVICE
A CIRCUITS CIRCUITS
AUDIO B C SOUNDER AUDIO B C SOUNDER
& VISUAL C B C J BASE & VISUAL C B C J BASE
CIRCUITS I I CIRCUITS CIRCUITS I J CIRCUITS
20 0 20 0
IPAD2: J :PAD21 IPAD2: J :PAD21
TO ICP C E I #03 #04 I c SOUNDER TO ICP E I #13 #14 I c SOUNDER
MODULE E C J BASE MODULE C E C J BASE
CIRCUITS CIRCUITS LEVEL TWO CIRCUITS CIRCUITS
I
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1-1/2" CONDUIT A 1-1/2" CONDUIT A
3A,3D,2F 3A,3D,2E,4F
A j INITIATING A j INITIATING
DEVICE A DEVICE
A CIRCUITS CIRCUITS
AUDIO B C SOUNDER AUDIO B C SOUNDER
& VISUAL C B C J BASE & VISUAL C B C J BASE
CIRCUITS I I CIRCUITS CIRCUITS I 1 CIRCUITS
20 0 20 0
IPAD2l J :PAD21 IPAD21 J : PAD2J
TO ICP E I #01 #02 I C SOUNDER TO ICP E I # 11 #12 I c SOUNDER
MODULE C E C J BASE MODULE C E C J BASE
CIRCUITS CIRCUITS CIRCUITS CIRCUITS
RCC11
1-1/2" CONDUIT
LEVEL ONE 2E,2F
I
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2F 2F -
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SYM DESCRIPTION
WIRE TYPE
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D.- PAD2
E.- 24V POWER
F.- NETWORK
18/2 SHLD.
14/2
12/2
16/2
16/2
18/2 TWST. SHLD.
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4121 Q)n\...-co S1reet
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@ 2000 AM: An:hIlecla, Inc.
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Revisions:
PLAN
NORm
TRUE
NORm
t
Date:
Project No.
1282
Drawn By:
Checked By:
Sheet Title:
PIRB ALARM
RISER
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FIRE PUMP CONTROLLER
CONTROLLER (F.B.O.)
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150 HP FIRE PUMP
480V, 316
5 HP JOCKEY PUMP
480V, 316
44
EQUIPMENT LOCATION
01
02
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05
06
o
08
09
o
11
12
13
14
15
16
MAIN ELECTRIC ROOM
PARKING GARAGE STORAGE
MECH ROOM
MECH ROOM
MECH ROOM
MECH ROOM
MECH ROOM
EMERGENCY GENERATOR
PUMPS
ROOF
TRASH ROOM
ELEVATOR EQUIPMENT ROOM
ELEVATOR EQUIPMENT ROOM
rr:lo. ROOF MOUNTED CHILLED
I y IWATER PUMP
10 U LPNEMA 3R, 60A, 600V, 3P, NF
R5l ROOF MOUNTED CHILLED
WA TER PUMP
~
~ ULP NEMA 3R, 60A, 600V, 3P, NF
~ ROOF MOUNTED CHILLER
10 U LP NEMA 3R, 400A, 600V, 3P, NF
~ROOF MOUNTED CHILLER
10 l..!J!.Y NEMA 3R, 400A, 600V, 3P, NF
05 cQV
~
cOp
T I
277/480V.3!1},4W,4000A
40A~ 350A~
800A) 40A) 38 350A) 38
38 3PL- 3P~
~
~ ~ ~ ~ ~ ~
HP1A HP2A HP3A HP4A HP5A HP6A
400A MLO Y MLO 400' MLO 400A MLO 400A MLO 400A MLO
27Ji. 480V 277 480V 277 480V 27Jj 480V 277/480V 277/480V
SHUNT 42CK'r4~NL 42CK'r4~L 42~'r4~L 42CK'r4~NL 42~'r4~NL 42~'r4~NL
TRIP-
POWER
65kAIC
801) 4001) 4001) 4001)
38 400A) 38 400A) 38 400A) 3R
12qy 38 38 3R
SHUN.
TRIP
~ ob ~ ~ ~
03
14
€U 500kVA
I LA- JJ 13!1} XFMR
"rv v, 480-
120/208Y
"
~
~D
(_I..-
":" 17
L V - M S8 - A 120/208V,3!1}.4W,2000A 22kAIC
2000~ 4001) 2251) 2251) 2251) 2251) 2251) 2251)
3P1' 38 225A) 38 225A) 38 225A) 38 225A) 38 225A) 38 225A) 38 225A)
I 38 38 38 38 38 38 3R
2251) 2251) 2251)
38 225A) 38 225A) 3R 225A)
38 3R 3R
f/3/0 (eu)
o
A TS- A
200A,277 /480V,316,4W
4 POLE
~~
o
EL5A
125A~LO
208Y 120
42 T
E D P A400A.277 /480V
3!1},4W.35kAIC
250At) 80)) 60))'
3P 3P 3P
120X
SHUN,
TRIP
06
EL4A
125A~LO
208Y 120
42 T
/
45 €U 46
I'A All 45kVA
10-N-3-1 N Y Y I 480~1{6~2R08Y
":~f/1/0 (eu)
I 05
EL3A
125A~LO
208Y 120
42 T
ELEVATOR
CONTROLLER
480V,316
I 04
EL2A
125A~LO
208Y 120
42 T
03
EL1A
FACP
125A Mea
208Y /120
420<T
47
1/8" = 1.-0"
2821p-01
ROOM #
8129
G101
8169
8269
8369
8469
8569
G102
A134
8UILDING B
A101
A
B
ELEVATOR
480V, 316
ELEVA TOR
CONTROLLER
480V,316
N 10-N-3-1
08
FEEDER SCHEDULE
NUMBER CONDUTCORS (THHN) - COPPER
@
02
@)
@)
@)
CQD
CID
@)
@)
<JD
<1D
@
@
@
QD
C1D
CfD
@
CID
GD
CID
CID
CID
CID
CID
@
CID
QD
CID
QQ)
QD
CONDUIT
4" PVC
3-1/2"
3"
3 4"
3 4"
3-1/2"
3-1/2"
1-1 4"
3-1 2"
3-1 2"
3-1 2"
3-1/2"
3-1/2"
3-1 2"
1"
1-1 4"
3-1 2"
XXXXX
(2)3-1/2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1/2"
2-1/2"
2-1/2"
XXXXX
2-1 2"
2-1 2"
2-1/ 2"
2-1/2"
2-1/2"
XXXXX
3"
XXXXX
3-1 /2"
2-1/2"
1-1/4"
1-1/4"
1-1 /2"
3-1/2"
XXX
XXX
tp, J 'IF'.
QD 4 113/0, 1 I16G.
@ 4 113/0, 1 I16G.
@ NOT USED
@) 4 113/0, 1 I16G.
GD 4 113/0, 1 I16G.
QD 4 113/0, 1 I16G.
@ 4 113/0, 1 I16G.
GD 4 113/0, 1 I16G.
<3Q) NOT USED
<3D 2 SETS) 4 #350 Kemil, 1 #1G.
<3D NOT USED
@ 3 #500 Kcmil, 1 #3G.
@ 3 #3/0, 1 #6G.
@ 3 #4, 1 #8G.
CID 3 116, 1 II10G.
QD 4 11, 1 16G.
CID 3 #500 Kcmil, 1 113G.
QD NOT USED
(so:) NOT USED
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ @ @ @ @ @ @ @ @
LF1A LF2A LF3A LF4A LF5A LP1A LP2A LP3A LP4A LP5A LP6A LP7A LP8A LP9A LP10A LP11 A LP12A LP13A LP13A
~g(. MLO 225A MLO 225A MLO 225A MLO 225' MLO 225A MLO 225A MLO 225' MLO 225A MLO 225A MLO 225A MLO 225' MLO 225A MLO 225A MLO 225A MLO 225' MLO 225A MLO 225A MLO 225A MLO W1REWA Y @
120 208V 120/208V 120/208V 120/208V 120 208V 120/208V 12g1.208V 120 208V 120/208V 12gt~WV 120/20av 120 208V 120/208V 120/208V 12O/208V 120 208V 120t.208V 120/208V 12g1.208V
.4W 42~'r4~NL JjI.4W 42~'r4~NL 42~ot~NL 4~ot~NL 42CK'r4~NL 42~'r4~L 42~'r4~NL 42~'r4~NL 42~'r4~L 42~'r4~NL 42~ot~NL 42~'r4~NL 42~'r4~NL 425K'r4~NL 42~'r4~NL 42CK'r4~NL I i
4ZCKT PNL 42CKT PNL 42CK'r PNL
~ d; czb ~
~
cb
I
~
LOCA TED OUTSIDE
~ MSB-A
gp~xS_~~~DE I. I
~ METER 4000~ 400~
I EPO GF 3P
. SHUN
ni TRIP
W 277V
N-
G-
(~ ck ok ok ok ~
dv
@
@
G))
G~
Gv
19
It)
~
CO
. I'
U I'
~
~ IJJ U) It)
ug;~~~
· ,...c ~ lLIl' Ol
b C)1-~cIl
U ZirllOl
~ OOOl!
~ .Jj:CDOl
....... C:JI'--'O
....... OJ ,,:, ~ Ol ~
· ,...c U \.'1 r- 0 '-'
~.,...c 0 U) ~ ><
OlLl'-'<C
crlC) lL.
lLI
.J
.J
o
U
>
cu
~
~oo
0'"
,.-.t~~
t-t. CU
o ~
.~ ~
.~ 0 d
.-0 ~ e~
~d~
~o~
~ e.tj en
Cl)Scu
..Qen~
r........ CU. t
[""""" bO · t
cuO
· t U
, t
o
U
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Architects
.
AAE Architects Inc.
4121 n-.merce S1Ieet
Suite 1
Dallas
Teus
75226
T. 214.824.7040
F.214.887.0559
@2000NE.ArchlIecls.Inc.
()~
PLAN
NORm
TR.UB
NORm
Revisions:
Date:
Pro ject No,
1282
Drawn By:
Checked By:
Sheet Title:
ONE L1NB
BUD..DING A
Drawing No.
E7.0
f(5lIROOF MOUNTED CHILLED
I V IWATER PUMP
10 U LPNEMA 3R, 60A, 600V. 3P, NF
R5l ROOF MOUNTED CHILLED
WA TER PUMP
c:::-.
~ U:!y NEMA 3R, 60A, 600V, 3P, NF
~rN
~ 0 I ROOF MOUNTED CHILLER
o U!.}' NEMA 3R, 400A, 600V, 3P, NF
~IAl
~~ 0 IROOF MOUNTED CHILLER
10 ~ NEMA 3R, 400A, 600V, 3P, NF
55 <[D
LOCATED OUTSIDE
~ MSB-B
g~T'XS_~~~DE I. I
+ METER 4000~ 200~
I EPO GF 3P
Ik' · ~~
y 277V
<Sp
I I
277/480V,30,4W,4000A
40;~ 350;~
800A) 40A) 3P. 350A) 3P.
38 3PL 3Pl
UTILITY
XFMR
~
FEEDER SCHEDULE
NUMBER CONDUTCORS (THHN) - COPPER
~ ~ ~ ~ ~ ~ @,D
HP1B HP2B HP3B HP4B HP5B HP6B ELEVATOR
65kAIC 480 V, 301
a 01) 4001) 4001) 400)) 400A lALO 400' lALO 400A lALO 400A lALO 400A lALO 400A lALO ELEVA TOR
277/480V 277 480V 277/480V 277/480V 277/480V 277/480V
3414W 42~T4~NL 341.4W 4~T4~NL 42~{~NL 316.4W CCNTROLLER
SHUNT 42CKT PNL 42CKT PNL 42CKT PNL 4OOV,301
3P. 400A) 3P. 400A) 3P. 400A) 3R TRIP-
SHUNT 38 3f? 3P. POWER
TRIP ~ ~ I 1 NEMA 1, 100A
N 600V, 3P, NF
64 6 58
'"
I
__ 1"\
-SEE k1.0
N- 53
G-
I ;4~ @ 500kVA
51 LA. JJ 130 XFMR
":" y , 480-
120/208Y
I
#3/0 (cu)
08
~ ~
600A,
G D P 277 ~~:~~
400))
3P
200A)
3P
400kW
277/480V
30, 4W
GEN-SET
@--roo--<ID
N-
r._
::>
'--
9V /
#2/0 (cu)
93
TO BUILDING A
0)
--
-:;- 6 7
#3/0 (cu)
~
L V - M S B - B 120/208V,3~,4W,2000A 22kAIC
2000~ 2251) 2251) 22J) 2251)
3Pl' 225A) 3P. 225A) 3R 225A) 3P. 225A) 3P.
I 38 38 38 38
5
EL5B
07
125A~LO
208Y 120
42 KT
T
EL4B
06
125A MLO
208Y 1120
42CKT
E_ ~ N ATS-B
- 200A,277 /480V,301,4W
4 POLE
LOCA TED OUTSIDE . PIC ON ROOF
)"
I
I
- T/C ~
\
LC1 I GL
BOA lACB
12g(iWV
JOCKT PNL
I
3/4" PVC TO
GtNERATOR FOR
CONTROL WIRING
~
GH
15kVA
30 XFMR
480-
120/208Y
-
...
-@)~
..i
-
60A lALO
277/480V
Ji,4W
30CKT PNL
~'2s'
I
02~:\
":" #8 (cu)
4.
EL3B
05
94
125A~LO
208Y 120
42 KT
CONDUIT
CID
@
@
@)
@
CID
CID
CID
@)
@:)
@
@
@
@
@)
@
@
@
@
QD
QD
CID
@
QD
QD
QD
CID
78
GD
CID
CID
CID
@
@
@
@
CID
CID
@
@)
<ID
CID
CID
CE>
CID
CID
CID
@
CID
CIQQ)
30G.
3-1 2"
XXXXX
XXXXX
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1/2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1 2"
2-1/2"
2-1/2"
XXXXX
2-1/2"
2-1/2"
2-1/2"
2-1/2"
2-1/2"
XXXXX
3"
4"
1 OG.
4" PVC
2-1/2"
3"
3 4"
3 4"
~~
E D P B 200A,277/480V
30,4W,35kAIC
60)) 80)) 60)')
3P 3P 3P
120,~
SHUN,
TRIP
I
EL2B
04
G.
G.
G.
G.
G.
G.
G.
G.
G.
G.
G.
G.
4 113/0, 1 IJ6G.
4 113/0. 1 ii6G.
NOT USED
4 #3/0, 1 #6G.
4 11370. 1 IJ6G.
4 #3/0. 1 IJ6G.
4 #3/0. 1 IJ6G.
4 #3/0, 1 #6G.
NOT USED
(2 SETS) 4 11350 Kcmil, 1 #1G.
4 #500 Kcmil, 1 #3G.
4 #3/0, 1 #6G.
4 #3/0. 1 #6G.
3 #4, 1 #8G.
3 liB. 1 111 OG.
4 111. 1 #6G.
4 #6. 1 #10G.
NOT USED
NOT USED
2-1/2"
2-1/2"
1-1/4"
1-1/4"
1-1/2"
1"
xxx
xxx
~ €? ~ ~ ~ ~ ~ ~ ~ ~ ~ @) @) @) @) @) @) @) @)
LF1B LF2B LF3B LF4B LF5B LP1B LP2B LP3B LP4B LP5B LP6B LP7B LP8B LP9B LP10B LP11B LP12B LP13B LP13B
225A lALO 225A lALO 225A lALO 225A lALO 225A lALO 22~ lALO 225A lALO 225' lALO 225' lALO 225' lALO 225A lALO 225A MLO 225A lALO 225A lALO 225A lALO 225A lALO 225' lALO 225A lALO 225~ lALO
120/208V 12g(i':V 12g(~WV 12g(i':V 120/208V 120 208V 12g(iWV 120 208V 120 208V 120 208V 120(208V 12g(~WV 12g(i~8V 12g(~WV 12g(,208V 12g(,208V 120 208V 12g(~WV 120 208V
42~N~L 42~T4~NL 341,4W 42~T4~NL 3tI.4W 42~rf~NL 42~T4~NL 42~T4~NL
42CKT PNL 42a<T PNL 42CKT PNL 42CKT PNL 42CKT PNL 42CKT PNL 42~KT4~NL 42CKT PNL 42CKT PNL 42CKT PNL 42CKrf~NL 42CKT4~NL 42a<T PNL
(i'fIY/DYCDi/;>';;!""";"!
'dW1!}/iF\)T'ii"!</+<i,',,,;;ii\Pi\Wi)W//;\i') <;"'''';\:fi/!i!i>AU'''''''H ;>:j;'i<i>;i\!if)S'ithi#0*i'itj0~!ii!i*lii;T;*W!KqWx{j;0iNMiKh>h\'+ii';Vi-Ai""""
2251) 2251) 225)) 2251) 2251)
225A'\ 3R 225A\ 3P. 225A) 3R 225A) 3P. 225A) 3P.
38) 38) 3P. 38 3P.
225A)
3P.
125A MLO
208Y 1120
42C1<T
EL1B
03
~ ~ ck ~ cb ~ Jv cb Jw ~ ~ cb ctb czb ~ 6 ~ ~ dw
~
98
/'
95 96
@
LA JJ I 45kVA
EMA 30 XFMR
~OOV. ~p~O~tDQ1Y 'I 480-120/208Y
ELEVATOR
CONTROLLER
480V,301
125A Mca
208Y /120
42CKT
#1/0 (cu)
97
ELEVATOR
480V 3~
@ 2NE LINE
.,;-
i;&
It) 1
~
en
. "
U I'
~ IlJ (I) It)
u e:~(Dre
.~ ~lIJI'Ol
b CJI-~cll
Uz --(i)0l
~ o~O)!
~ .Jj:U)0l
~ OJ Q<m~
.~. U NI- 0"-'
~.~ OU)~><
OllJ"-'<(
CWlC) I.L.
I.LI
.J
.J
o
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>
o
o
e?~
~O~
~.~ 0
o ~
· ,..-t
~ -'
-.-4 0 d
~O.S
~d~
t-40~
~ ..;j V)
Q)SO
,.dV)~
r.......... O. I
r blJ I
00
IU
t
o
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,
,
Architects
.
AAE Architects Inc.
4121 C<wnmerco Sbet
Suite 1
DaDas
Teus
75226
T. 214.824.7040
F. 214.887.0559
@ 2000 ME All:hiteds, Inc.
I
()~
PLAN
NOR'lH
TRUB
NOR'lH
Revisions:
Date:
Pro ject No,
1282
Drawn By:
Checked By:
Sheet Title:
ONE LINB
BUILDING B
Drawing No.
E7.1
''!;
GENERAL CONSTRUCTION NOTES
1. IT SHAll BE THE RESPONSIBiliTY OF THE ONTRACTOR TO VERIFY THE EXACT
LOCATION OF ALL EXISTING UNDERGROUND UTILITIE FURTHERMORE. THE CONTRACTOR
SHALL ONTACT ALL UTilITY OMPANY REPRESENTATIVE A MINIMUM OF 48 HOURS IN
ADVANCE OF ANY EX AVATION.
A. CONTACT'J IMMIE HAWlE AT TE. TE: 821-47 4
B. ONTACT KIMBERL WINN AT LONE STAR GAS. TEL: 774-2506
,. CONTACT MIKE LAVENDER AT COX. ABLE. TEL: 846-1948
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF COLLEGE
STATION TANDARD DETAIL AND SPECIFI ATIDNS FOR WATER. SEWER. AND TREET
ONSTRUCTION. UNLE OTHERWISE INDICATED. INSPECTION OF CONSTRUCTION WILL BE
PERFORMED BY THE T AFF OF C [T ENG I NEER OF COLLEGE TAT ION. CONTRACTOR
SHALL IMMEDIATEL BRING TO THE ATTENTION OF THE ENGINEER/ARCHITECT ANY AND
ALL WHERE NON-COMPLIANCE EXIT. CONTRACTOR SHALL BE RESPONSIBLE FOR
THE T OF DEMOLITION, REMOVAL. AND RECON TRUCTION OF ANY AND ALL ITEMS TO
C [T T ANDARDS.
N EU OF ING THE ONSTRUCTION MATER AL INDICATED IN THE E PLANS,
THE CONTRACTOR SHAL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OR
ARCHITE T FOR ANY TITUTION.
. TRENCH AF T RE QU I REMENT
9 CFR PART 1 SUBPART
CONTRACTOR'
S GN/GEOTECHNI Al/SAFE
PLANS AND ANY
INS T AL A ON I TE ( )
ONTRAC PLANS
DOCUMENT. THE ONTR
SAFET TEMS THA
THE PRESENCE AND AC IV E
EXCAVATION AND OTHER INDIV DUAL
PAY ITEM.
Al
ORDANeE WITH ,.H,A. ANDARD
ION PROTE TION: CONTRACTOR
TURAL
VIEW THE E
INFORMA ION AND THE ANTI PATE
IN ORDER DEVELOP THE
IBED IN THE ONTRACT
FOR ADEQUATE TRENCH
M N MUM. . .H.A. ANDARDS RNING
WORKING IN AND AROUND TRENCH
E AREA. (NOT A ARATE
5. THE CONTRACTOR WI BE
ON THE ECT. INE. GRADE.
SHALL BE THE E RESPONSIBI
ELEVA IONS. LINE AND GRADE
SHALL BE DONE B HE ONTR
RESPON I E FOR ONSTRUCTION STAKING
BENe MARK UT SHEET AND RE AKING
THE CONTRACTOR. AILED TRANSFERS OF
TRUCTURE AND HER FEATURE OF THE WORK
6. TRENCHING AND BACKFIL NG: THE BACKFl ING TRENCHE REQUIRING
TRUCT AL FI L SHALL BE PLACE SO AS ENT OF THE MAX
DRY ITY AS DETERMINED B A TM 0 698. THE ING OF AL TRENCHE
REQUIRING NON TRUCTURAL FILL SHAL BE PL EO T ACHIEVE 90
OF MAX DRY NSITY AS TERMINED B ASTM 0 698. ALL BACKFIL ING
BE WITHIN OPTIMUM TO 3 PERCENT ABOVE OPTIMUM MOl TURE ONTENT.
ALL EMPL QUAL IF lED PERSONNEL TO VER THESE TANDARDS. ONTRACOR
THE EXPENSE OF AN AND FA l TE T. TRENCHE SHALL BE TE TED
FOOT INTERVALS.
SHALL
OWNER
AL
AT 1
.
IN SUCH A WHERE INTERRUP ION T I MA BE NE E ARY DUE TO
CONSTRUCTION AC A ROADWA. ONTRACTOR ALL PROVIDE THE APPROPRIATE
TRAFFI WARNING IGNS AND MARKINGS IN AC ORDANC WITH TMUTCD. AND ALL
NOTIF BOTH THE OWNER' REPRESENTATIVE AND ENGINEER. A MINIMUM OF 48 HOUR
IN ADVANCE OF ANY ROAD OSURE OR DE
8. ONCRETE THRUST BLOCKING
WATER P PE FITTING AND ATE
A SEPARATE PA ITEM) ALL
SQUARE FEET OF BEARING AREA
B THE IT ENGINEER.
. CONTRACTOR SHALL ENSURE AND TAKE THE
CONTI NOUS AND ADEQUATE ORA I NAGE FOR NORMAL F
THE ITE DURING ALL PHASE ONSTRUCT ON.
OBS T. RE TRI IRE OWS
TREAM, DOWNSTREAM, WITH N HE PROJE
(MIN. 000 P I ONCRETE) ALL BE PROVIDED ON
VALVE AS DIRE TE BY THE ENGINEER. NOT
T BLOCKING HALL PROVIDE A MINIMUM OF 4
ONCRETE ON I TURBED SO . OR AS DIRE TED
NECE SAR MEASURE TO
OW AND RAINFAL EVENT
H MEASURE SHAL NOT
THAT ADJACENT
I ARE ADVERSEL
PROVI
THROUGH
IMPEDE.
RTIE
AFFECTED.
1. THE ONTRACTOR SHAL CONT A I N AL
ACTIV TIE ON ITE. E ION AND SED MEN A
FOLLOWED IN ACCORDANCE WITH THE DRAINAGE
THE CI Y OF COLLEGE A ION. THE CONTRAC
MAINTENANCE OF EROSION ONTROL MEASURE
PROCE I NCLUD I NG REPL EMENT OF A I LI NG MEA
ADDITI MEASURE NE SSARY DURING RA NFAlL EVENT.
ONSTRUCTION
SHAll BE
I Y AND DE IGN TANDARDS F
RESPONSIBLE FOR THE
ENTIRE ONSTRUCTION
AND INSTALLATION
1 L AL AREAS WHERE IL I DISTURBED BY CONS nON. SHALL BE EEDED IN
A CORDANCE WITH THE SPECIFI ATIONS. SHALL BE PLACE IN AREAS
DE IGNATED B THE ENGINEER AND IN ACCORDANCE W TH THE SPE IFI ATIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE WA RING/DE-WATERING OF AL SEEDE
AND/OR SODDED AREAS. UNTIL SUFFICIENT VEGETATION HAS BEEN E TABL SHED.
PAYMENT FOR SEEDED ANDIOR SODDED AREAS SHALL BE WITHHEL UNTIL H TIME
SUFFICIENT VEGETATION HAS BEEN E TABLISHED.
12. IT I S THE SPON I B I I TY HE CONTRAC TOR OMPL
AND FEDERAL REGULATIONS REGARDING ONSTRUCTION ACTIVITIE
OVERHEAD POWER LINES, CONTRACTOR SHALL CGORDINA E WITH THE
TEMPORAR TABILIZATION OF POLE DURING CONSTRUCTION.
WITH ALL TATE
NEAR ENERGIZED
ITY RE ARDING
CONTRACTOR SHALL BE RE PONSIBLE FOR RE TORING I ORIGINAL. OR
BETTER CONDITION ANY DAMAGES TO ITEMS LOCATED IN AND AROUND THE PROJE T
SITE UDING EXISTING FENCES. CONTRACTOR HALL BE RESPONSIBLE F HE
REMOVAL AND REPLACEMENT OF ANY CURB. SIDEWALKS. CONCRETE DRIVE. PAVEMEN .
ETC.. TURBED OR DAMAGED DURING CONSTRUCTION (NOT A SEPARATE PAY I EM.)
14. ONTRACTOR SHALL BE RESPONSIBLE F IMITING PUSLI ACCESS TO THE
CONSTRUCTION SI DURING THE ENTIRE ON RUCTION PERIOD. INCLUDING NON-
WORKING HOURS AND WEEKENDS. IT SHALL BE THE CONTRACTOR' RESPONSIBILITY TO
MAINTAIN FENCING. BARRICADE. LIGHTS. ETC.. USED FOR SUCH PURPOSE, SUCH
ITEMS ARE INCIDENTAL TO THE WORK (NOT A SEPARATE PAY ITEM) AND CONTRACTOR
SHALL NOT BE REIMBURSED FOR THE OST OF REPLACEMENT OF THESE ITEMS SHOULD
DAMAGE. THEFT. ETC.. OCCUR.
15. CONTRACTOR SHALL BE RESPONS I BLE FOR CONS TRucn NG CURBS. CURB RAMPS.
IDEWALK, SIDEWALK RAMPS. HANDICAP RAMPS. HANDICAP ACCIES ISLE ROUTES.
STRUC S PROTRUDING THROUGH CONCRETE. INGRE S. EGRESS. PAVING, DRAINAGE
OR UTILITY STRUCTURES. ETC. IN ACCORADANCE WITH THE TEXAS ACCESSIBILITY
STANDARDS.ARTICLE 9102. TEXAS CIVIL STATUTES. CONTRACTOR SHALL IMMEDIA~ELY
BRING TO THE ATTENTION OF THE ENGINEER/ARCHITECT ANY AND ALL AREAS NOT IN
ACCORDANCE WITH ADA STANDARDS. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
THE DEMOLITION, REMOVAL, AND RECONSTRUC OF ANY AREAS IN NONCOMPLIANCE.
All public Infrastructure for this project shall be
constructed In conformance with the City of College
Station's Standard Speclflcatlona. No deviations
from these standards have been requested by the
Design Engineer or approved by the City. All
requests for substitutions will be made in writing to
the City Engineer by the Design Engineer of record.
Written approval for all deviations must be secured
from the City Engineer prior to construction.
..
CONSTRUCTION PLANS FOR
DRAINAGE. WATER.
AND S W R IMPROVEM NTS
9
HE
IND
x
SHE T NO.
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RIPTION
TNRCC REGULATIONS:
TI 30: PART I; CHAPTER 290; SUBCHAP R 0:
CTION
.44
(5) WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED. THE OWING
CRITERIA SHALL APPLY.
(A) NEW WATERLINE INSTALLATION--PARALlEL LINES.
(I) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING. NON-PRE OR PRESSURE
RATED WASTEWATER LINE/FORCE MAIN AND THE REGISTERED PROFESSIONAL INEER IS
ABLE TO DETERMINE THAT THE EXISTING liNE IS NOT LEAKING. THE NEW POTABLE WATERLINE
SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE EXISTING LINE. MEASURED VERTICALLY.
AND AT LEAST FOUR FEET AWAY. MEASURED HORIZONTALLY. FROM THE EXISTING LINE.
EVERY EFFORT SHALL BE EXERTED NOT TO DISTURB THE BEDDING AND BACKFILL OF
EXISTING WASTEWATER LINE.
(II WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING RATED
WASTEWATER LINE AND IT CANNOT BE DETERMINED BY THE REGI PROFESSIONAL
ENGINEER IF THE EXISTING LINE IS LEAKING, THE EXISTING WASTEWATER lINE SHALL BE
REPLACED WITH A 150 PSI PRESSURE RATED PIPE. THE NEW E WATERLINE SHALL
LOCATED AT LEAST TWO FEET ABOVE THE NEW WASTEWATER LINE. ME VERT! ALLY.
AND AT LEAST FOUR FEET AWAY. MEASURED HORIZONTALLY. FROM REPLACED
WASTEWATER LINE.
(Ill) WHERE A NEW POTABLE WA INE PARALLELS A NEW WA WATER LINE/F MAIN.
THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW
POTABLE WATERLINE SHALL LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER L
MEASURED VERTI ALLY. AND AT LEAST F FEET AWAY, MEASURED HORIZONTALLY, FROM
THE WASTEWATER LINE.
{B NEW WATERLINE INSTALLATION--CROSSING LINES.
(I WHERE A NEW ABLE WATERLINE CROSSE AN EXISTING, NON-PRE RATED
WASTEWATER LINE. ONE SEGMENT OF THE WATERLINE PIPE SHALL BE OVER THE
WASTEWATER LINE SUCH THAT INTS OF WATERLINE PIPE EOUIDISTANT AND A
LEAST NINE FEET HORIZONTALL FROM CENTERLINE OF THE WASTEWATER LINE.
POTABLE WATERLINE SHAL BE A LEAST TWO FEET ABOVE THE WAS LI
WHENEVER SIBLE, ING SHALL BETWEEN JOI
WASTEWATER LINE. IF HE X T ING WASTEWATER LINE I 01 TURBED OR
LEAKING. T SHAL BE REPLACED FOR AT LEAST NINE FEET IN BOTH 01 T
TOTAL) WITH 150 PSI PRESSURE RATED PIPE.
(II WHERE A NEW POTABLE WATE INE CROSSE AN EXISTING, PRESSURE
WASTEWATER LINE. ONE SEGMENT OF THE WATERLINE PIPE SHALL BE OVER THE
WASTEWATER LINE UCH AT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDI TANT AND AT
EAST N NE FEET IZONTAL Y FROM THE CENTERLINE OF THE WASTEWATER LINE. THE
POTABLE WATERLINE SHALL BE AT LEAST IX INCHES ABOVE THE WASTEWATER LINE.
WHENEVER POSSIBLE. THE ROSSING SHALL BE CENTERED BE N THE OINTS OF THE
WASTEWATER LINE. IF THE EXI TING WASTEWATER LINE SHOWS S GNS OF LING. IT
BE REPLACED FOR AT EAST NINE FEET IN BOTH DIRECTIONS 18 F T ) WITH
SSURE RATE P PE,
{I II WHERE A NEW POTABLE WATERLINE CROSSES A NEW. NON-PRE RATED WASTEWATER
INE AND THE TANDARD IPE SEGMENT TH OF WAS WA R LINE IS AT lE 18
FEET. ONE SEGMENT OF THE WATERLINE PIPE SHALL CENTERED OVER THE WAS
LINE SUCH THAT THE JOINTS OF THE WA INE PIPE ARE EQUIDISTANT AND AT LEAST NINE
FEET HORIZONTAL Y FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE
WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE WASTEWATER liNE. WHENEVER
IBLE. THE CROS ING SHAL BE BETWEEN THE JOINTS OF THE WASTEWATER
INE. THE WAS WATE PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 I AT 5.
DEFLECTION. THE WA TEWATER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (
L (VI) TH I AL LENGTH OF ONEp I SfGMENT
INCHE YOND JOINT ON END. .
( I V WHERE A NEW POTABLE WA TERll NE A NEW.
LINE AND A TANDARO LENGTH Of THE WASTEWATER PIPE IS LESS
E POTABLE WATER PIPE SEGMEN SHALL BE CENTERED OVER THE WAS
MATERIAL AND METH OF INSTALLATION SHALL CONFORM WITH ONE
TI ON S :
) WITHIN NINE F ET HORIZONTALLY OF EITHER SIDE OF THE WA WASTEWAT~R
PIPE AND OINT SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A MINIMUM PRE
RATING OF 150 PSI. AN UTE MINIMUM VERTICAL SEPARATION DISTANCE OF TWO
SHAL BE PROVIDED. HE WASTEWATER LINE SHALL BE LOCATED OW WATERLINE.
I All CTIONS OF WASTEWATER LINE WITHIN NINE FEET HORIZONTALLY OF THE
WATERLINE SHALL BE ENCASED IN AN 18 FOOT (OR LONGER) ION OF PI . FlEXI E
ENCASING PIPE SHALL HAVE A MINIMUM PiPE STIFFNESS OF 115 I AT 5.0~ DEFLECTION. THE
ENCASING PIPE SHALL BE CENTERED ON THE WATERLINE AND SHALL BE AT LEAST TWO
NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER lINE. THE SPACE AROUND THE
ARRIER PIPE SHALL BE SUPPORTED AT FIVE FOOT (OR LESS) INTERVALS WITH BE
FILLED TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL BE
WITH WATER TIGHT NON~SHRINK CEMENT GROUT OR A MANUFACTURED WATER TIGHT SEAL.
AN ABSOLUTE MIN MUM SEPARATION DISTANCE OF SIX INCHES TWEEN THE ENCASEMENT
PE AND THE WATERLINE SHAL BE PROVIDED. THE WASTEWATER LINE SHALL 8E LOCATED
BELOW THE WA TERLI NE.
III WHEN A NEW WATERLINE CROSSES R A WASTEWATER LINE. THE WATERLINE WILL BE
ENC 0 AS DE I FOR WAS WATER lINES!N TION (II) ABOVE OR CONSTRUCTED
DUCTILE IRON OR STEH PIPE WITH MECHANI AL OR WH 0 J INTS AS APPROPRJAn. AN
ABSOLUTE MINIMUM SEPARATION 0 STANCE OF ONE FOOT BETWEEN THE WATER lINE AND
WASTEWATER LINE SHALL BE PROVIDED. BOTH THE INE AND WASTEWATER LINE. MUST
PAS A PRESSURE AND LEAKAGE TEST AS IFIED IN AWWA C600 STANOARDS.
V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW. PRESSURE RATED WASTEWATER LINE.
ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER WASTEWATER LINE
SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT lEAST NINE FEET
HORIZONTALLY FROM THE CEN INE WASTEWATER LINE. THE POTABLE WATERLINE
SHALL BE AT LEAST IX INCHES ABOVE THE WASTEWATER LINE. WHENEVER lBlE.
ING 0 BE BETWEEN THE JOINTS OF WASTEWATER lINE. THE
WASTEWATER PI HAVE A MINIMUM PRE RATING OF 1 I. THE WASTEW.TER
lINE SHALL BE EMBEDDED IN., CEMENT STABIl I SAND FOR THE TOTAL LENGTH OF ONE PIPE
SEGMENT PLUS 12 INCHES BEYOND THE JOIN ON EACH END.
(VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABIll
SHALL HAVE A MINIMUM 10~ CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND
MIXTURE. BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 CEMENT PER CUBIC
YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX
INCHE ABOVE AND FOUR INCHE BELOW THE SEWER PIPE. THE USE OF BROWN COLORING IN
CEMENT TABl IZED SAND FOR WASTEWATER LINE BEDDING IS RECOMMENDED FOR THE
IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONSTRUCTION.
(6) WATE INE AND MANHOLE PARATION. ARATION DISTANCE FROM A POTABLE
WA INE TO A MANHOLE SHALL BE A MINIMUM OF NINE F T. WHERE THE NINE FOOT
SEPARATION DISTANCE CANNOT ACHIEVED. THE POTABLE WATERLINE SHALL ENC
IN A JOIN OF 50 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZE
LARGER HAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE
SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH
WASHED AND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENOS
SEALED WITH CEMENT GROUT OR MANUFACTURE SEAL.
( LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT WITHIN NINE FEET
VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE
ONSTRUCT ION.
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"
NOTES:
1. ALL SETBACKS SHAlL BE IN ACCORDANCE WITH THE CITY OF COLLEGE
STATION STANDARD SPECIFICATIONS.
2. ALL CONSTRUCTION SHAll BE WITHIN THE CITY OF COLLEGE STATION
STANDARD SPECIFICATIONS. UNlESS SHOWN OTHERWISE.
3. CONTRACTOR SHALL CALL 1-800-oIG-TES5 AND CONTACT PRIVATE
UTILITY COMPANIES PRIOR TO COWMENCEMENT OF CONSTRUCTION FOR
LOCATION OF EXI ING UNDERGROUND UTILITIES. IT SHALL BE
THE CONTRACTOR' RESPONSIBILITY TO VERIFY HORIZONTAL
AND VERTICAL LOCATION Of ALL UNDERGROUND UTILI IES.
4. CONTRACTOR SHALL CALL (409 764-3486 FOR LOCATION OF CITY OF
COLLEGE STATION UNDERGROUND ELECTRIC LINES PRIOR TO
COtM::NCEJ,fOH OF CONSTRUCTION.
5. NO PORTION Of THE PROPOSED IMPROVEWENTS LIE WITHIN THE
LIWITS Of THE 100 YEAR FLOODPLAIN. PER FEWA WAP 48041C0143C
DATED JULY . 19921
NO CASE SMAll AM' C(ltS 1'E$ T "II, US THAM
UNOARO CITY Of COLLEGE SUT ICATI(ItS. THOSE
STANDARDS ARE EXCEEDED. AND AS RECOMNE IN THE GEOTECHNICAL
REPORT. ALL MATERIALS. WIX DtSIGNS. TRUCTlON YETHOOS AND
PAVNENT AND TRENCH TESTING SHAll BE IN ACCORDANCE WlfH THE
GEOTECMNICAl REPORT DATED DtCEMBER 31. 1999 BY CSt ENGINEERING
AND ENVIROMENTAl CONSULTANTS. INC. IN THE CASE OF DISCREPANCIES
OR OWYISSIONS, THE STRICTER INTERPRETATION SHAll APPlV~
7. UNLESS OTHERWISE NOTED IN ACCOMPANYING CONSUlTANT REPORTS.
ALL CONCRETE SHALL BE 3500 PS I. AND ALL STEEL SHAlL BE GRADE
. THE PRICE 810 FOR CONCRETE STRUCTURES SHAll INCLUDE THE
I TO ALL ADJACENT EXISTING AND PROPOSED CONCRETE STRUCTURES.
8. CONTRACTOR SHALL VERIFY EXISTING PIP{ WATERIALS AND CLASSES
PRIOR TO PURCHASING CONNECTION F IHlNeS.
9. AT ALL LOCATIONS WHERE CONDUIT, ELECTRIC. GTE. LONE STAR CAS,
WATER. SEWER. IRRIGATION. OR OTHER UTILITIES CROSS PROPOSED
OR I VES OR PARK ING AREAS. CONTRACTOR SHALL INSTALL CEldENT
STABILIZATION AS PER DETAIL A WINIWUW OF 5' BEYOND THE CROSSING.
1
i
~
10.CON.TRACTOR IS RESPONSIBLE FOR ALL CONTROL AND CONSTRUCTION
NG NECESSARY TO CONSTRUCT THE nAPROVEMENTS TO THE. LINES
AND GRADES ESTABLISHED ON THE PLAN. A BENCHMARK IS PROVIDED ON
THE Pl ANS 'SHEET (2) FOR THE CONTRACTOR'S USE.
11.A TEMPORARY BLANkET EASEWENT COVERS ELECTRIC SERvICE TO THE
BUILDINGS.
12.4T ALL lOCATIONS WHERE PRIVATE ACCESS DRIVES WEET PUBLIC ROW.
CONTRACTOR SHALL INSTALL A CONSTRUCTION I EXPANSION JOINT.
13.OINER SHAll EWPLOY QUALIFIED PERSONNEL FOR CONSTRUCTION TESTING
CONTRACTOR SHALL BE RESPONSIBlE FOR ANY AND ALL FAILED TESTS OR
RETESTS.
14.REFER TO RECQNWENDATIONS FROW STRUCTURAL ENGINEER DRAWINGS
FOR SITE PREPARATION. BUILDING FOUNDATION. BACKFILL, COMPACTION
AND ALL OTHER REQUlREWENTS RELATED TO THE BUILDING AND
FOUNDATION.
15.CONTRACTOR SHALL INCLUDE IN BID PRICE FOR CURB AND GUTTER ANOI
lNG, AND TO REPAIR ANY DAWAGE TO EXISTING
AS A RESULT CONSTRUCTION Of OR ON THIS PROPERTY.
LEGEND
/
PROPERTY LINE
BUILDING SETBACK
WATER LINE
WASTEWATER LINE
TELEPHONE
OVERHEAD UTILITY
UNDERGROUND ELECTRIC
CABLE CONDUIT
6' WOOD FENCE
UTILITY POLE
SIGN
WATER METER
FIRE HYDRANT
WA TER VAL VE
WASTEWATER WANHOLE
STORM SEWER WANHOLE
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DIMENSION NOTES:
1. All DIMENSIONS THIS SHEET ARE
PERPENDICULAR TO PROPERTY lINES
SHOWN AND TO THE BACK OF CURB.
UNLESS OTHERWISE NOTED.
2. ALL RADII SHOWN BACK OF CURB
UNLESS OTHERWISE NOTED.
...J
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PROPOSED COCS
PARKING GARAGE
Bl:.
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SECOND ST.
S 48043'31" E - 537.75
.
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BOYETT ST.
OWNER/ DEVElQPEB
301 CHURCH AVENUE. L.P.
THOWAS K I RUANO
7502 GREENVIlLE AVE.
SUITE 500
DALLAS. TX
PH (214) 8jO-9225
FAX 12 t 4) 890-1
SCALE: 1"::: 20'
SU.BMI TT AL DATE
MAY 5. 2000
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\ PERWENANT EROSION CONTROL NOTES:
~ ALL DISTURBED AREAS SHALL BE RESTORED AS NOTED BELOW
A. A MINIMUM OF FOUR INCHES OF TOP SOIL SHALL BE PLACED IN
ALL DRAINAGE CHANNELS <EXCEPT ROCK) AND BETWEEN THE CURB
AND RIGHT-OF-WAY LINE.
B. PERMANANT EROSION CONTROL SHALL BE PROVIDED OVER AREAS
DISTURBED BY CONSTRUCTION AS FOLLOWS: SEED OR SOD OR
LANDSCAPE AS SHOWN ON LANDSCAPING PLANS. ALL SEEDING.
FERTILIZATION AND IRRIGATION SHALL BE IN ACCORDANCE WITH
THAT IFIED ON LANDSqAPE PLANS.
ION CONTROL NOTES:
1. CONTRACTOR SHALL INSTALL EROSION./SEDIMENTATION CONTROLS 6.THE SITE SUPERINTENDANT. OR HIS REPRESENTATIVE. SHALL MAKE AI
AND TREE I NATURAL PROTECTIVE FENCING PRIOR TO ANY SITE VISUAL INSPECTION OF ALL MECHANICAL CONTROLS AND NEWLY
PREPARATION WORK (CLEARING. GRUBBING OR EXCAVATION). STABILIZED AREAS ON A DAILY BASIS: ESPECIALLY AFTER A RAINFALL
. TO INSURE THAT ALL CONTROLS ARE MAINTAiNED AND PROPERlY~
2.THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO-I.
(NOI) WITH THE APPROPRIATE STATE AGENCY IN ORDER TO COMPLY THE END OF THE WORK DAY. INCLUDING RE-SEEDING AND MULCHING OR
WITH EPA REGULATIONS. SAID NOI MUST BE FILED TWO DAYS BEFORE RE-SODDING IF NECESSARY. ALL INSPECTION SHALL BE DOCUMENTED
CONSTRUCTION BEGINS. WITH A WRITTEN REPORT.
3.SEDIMENT FENCE. ROCK BERM BARRIERS, OR OTHER SEDIMENT TRAPPING 7.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL I
DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. ALL DEVICES AFTER THE SITE HAS BEEN STABILIZED AND SOD OR MULCH INI
FILL OR CUT AREAS SHALL BE REVEGETATED. PLANTED AREAS HAS TAKEN ROOT.
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4.SILTATION CONTROL (AS SHOWN ON THE DETAIL) WILL BE PROVIDED AT 8.THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF
ALL STORM DRAIN INLETS ONCE THEY ARE ABLE TO CONVEY WATER. TERMINATION AT THE COMPLETION OF THE PROJECT.
THE SILTATION CONTROL WILL BE REMOVED ONCE THE SITE HAS BEEN
STABILIZED AND BEFORE THE ROAD IS OPEN TO THE PUBLIC. 9.THE CONTRACTOR I RESPONSIBLE FOR IMMEDIATELY REMOVING ALL MUDffi
OR DEBRIS DEPOSITED IN THE STREETS AS A RESULT OF BECOMING
SEPARATED FROM VEHICLES OR EQUIPMENT LEAVING THE SITE.
PROPOSED COCS
PARKING GARAGE
~
~
5.ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE~
SED IMENT LEVEL REACHES 25 PERCENT CAPAC I TV. SED I MENT SHAll BE
01 OF BY SPREADING ON SITE OR HAULING AWA IF NOT
SUITABLE FOR FILL.
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COLLEGE STAT1?I..PN.\/ ~
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PRELIMINARY GRADING PLAN:
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FINAL GRADING PLANS TO BE
RELEASED UPON RECEIPT OF FINAL
HANDICAPPED RAMPS FROM ARCHITECT
FINAL GRAOING PLANS WilL INCLUDE
ADDITIONAL RETAINING WALLS.
REFER TO DETAIL SHEETS FOR
ENLARGED STEP DETAILS
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O'N~RI DEVELOPER
301 CHURCH AVENUE. l.P.
THD*S KIRKLAND
7502 GREENVILLE AYE.
SUITE 500
DAlLAS. TX 75231
PH (214) 890-9225
FAX (214) 890-1355
SUBMITTAL ,QAIE
MAY 5. 2000
REVISED eLANS
ADDEO ALTERTNATE DRAINAGE
SCENARIO/NO DETENTION
DES I GNED OlK
DRAWN
JLO
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ALE:
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o 1/2
~
IF THIS BAR DOES NOT
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IS NOT TO SCALE
GRADING &
DRAINAGE
PLAN
DRAWING
C3
SHT 3
GTE NOTES:
THE CONDUIT SHALL ELL UP FOUR (4) FEET AT EACH OUTSIDE
BUILDING LOCATION. THE CONDUIT SHALL HAVE PULL STRING
AND NO SHARP BENDS. THE GTE TREMINATION (dmorc) SHALL
BE ON THE OUTSIDE OF EACH BUILDING. THE TERMINATION
MUST BE WITHIN TWENTY (20) FEET OF POWER, IF NOT THE
CONTRACTOR SHALL PLACE A 8'x5/8" COPPER GROUND ROD
AT THE BASE OF EACH TERMINATION, CONTRACTOR SHALL
VERIFY THE EXISTING GTE LINE HORIZONT ALL Y AND
VERTlCALL Y PRIOR TO ANY EXCAVATION THE CONTRACTOR
SHALL NOTIFY GTE 4-8 HOURS PRIOR TO ANY EXCAVATION
ELECTRIC NOTES'
CONTRACTOR SHALL PROViDE THIRTY (30) FEET OF RIGiD 4"
CONDUIT AT RiSER POLE ALL CONDUIT SHALL BE SCHEDULE
40 GRAY PVC WITH 48" MiN COVER (EXCEPT WHERE OTHER-
WiSE NOTED) AND CAUTiON TAPE 12" ABOVE CONDUIT.
CONTRACTOR SHALL CALLI-800-DiG~ 48 HOURS PRiOR
TO ANY EXCAVATION. WHERE PROP TRIC PROP
UTILITIES CONTRACTOR SHALL TRiC 12" 18"
BELOW PROP UTiliTIES
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CONTRACTOR SHAll
END 2-6" ELEC CONDUITS
AT PROPERTY LINE
EX MANHOLE AND SEWER
LINE TO BE ABANDONED
BY OTHERS PRIOR TO
CONSTRUCTION OF GARAGE
CONTRACTOR SHAlL
END 2.2" ELEC. CONDUITS
CONTRACTOR SHALL
I NSTAU 2-2" AND
2-6" ELEC CONDUIT
TO PROPERTY LINE
WER NOTES:
1. CONTRACTOR SHALL SET THE RIM ELEVATION OF PROPOSED
MANHOLE FLUSH WITH TOP OF PAVEMENT.
2. IN ALL LOCATIONS WHERE SANITARY SEWER LINES CROSS
OTHER UTILITIES. CONTRACTOR SHALL INSTALL CEMENT
STABILIZATION BETWEEN THE CROSSING A MINIMUM OF FIVE
F T (5') ON EITHER SIDE OF THE CROSSING. NOT A
SEPARATE PAY ITEM (INCIDENTAL TO SEWER LINE).
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO FIELD VERIFY THE ACTUAL LOCATION. (BOTH
HORIZONTALLY AND VERTICALLY). OF ALL EXISTING
UTILITIES PRIOR TO THE INSTALLATION OF ANY PROPOSED
IMPROVEMENTS. ANY SIGNIFIGANT DESCREPANCI FROM THE
INFO SHOWN ON THESE PLANS SHALL PROMPTLY BE REPORTED
TO THE ENGINEER. LOCATIONS OF UTILITIES ARE
APPROXIMATE ONLY. REFER TO IFICATION WS.
(WATER, WER. t AND OTHER UTILITIES)
4. CONTRACTOR SHALL INSTALL A CLEANOUT WITH ALL
RVI TAPS R CITY OF COLLE STATION STANDARD
DETAilS SHEET S.3/3
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PROPOSED
FIRE HYDRANT
(BY OTHERS)
PROPERTY LINE
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PROP 8 SANITARY SEWER (BY OTHERS)
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CONTRACTOR SHAll
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CONTRACTOR SHAll NOT CONNECT
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1. IN ALL LOCATIONS WHERE WATER LINES CROSS OTHER
UTILITIES. CONTRACTOR SHALL INSTALL CEMENT STABILIZATION
BETWEEN THE CROSSING A MINIMWM OF FIVE FEET (51) ON
EITHER SIDE OF THE CROSSING. NOT A SEPARATE PAY ITEM
(INCIDENTAL TO WATER lINE).
2. IN All LOCATIONS WHERE PROPOSED WATER LINE CROSSES
UNDER EX I STI NG OR PROPOSED S TREE TS. CONTRACTOR SHALL
PLACE CEMENT STABILIZATION FULL DEPTH ALONG CROSSING A
MINIMUM OF FIVE FEET (51) ON EITHER SIDE OF THE CROSSING.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
FIELD VERIFY THE ACTUAL lOCATION. (BOTH HORIZONTALLY
AND VERTICALLY). OF ALL EXISTING UTILITIES PRIOR TO THE
INSTALLATION OF ANY PROPOSED IMPROVEMENTS. ANY
SIGNIFIGANT DESCREPANCIES FROM THE INFO SHOWN ON THESE
PLANS SHALL PROMPTLY BE REPORTED TO THE ENGINEER.
~ LOCATIONS OF UTILITIES ARE APPROXIMA ONLY. REFER TO
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5. CONTRACTOR SHALL MAINTAIN WATER RVleE TO ALL
ADJACENT RESIDENCEAND BUSINE DURING ALL PHASES OF
CONSTRUCTION.
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O~ERI OEYE~OPEB
301 CHURCH AVENUE, L.P.
THOMAS K IRKL_
1502 GREEN\, AVE.
SUITE
DALLAS. TX 75231
PH (214) 89()-9225
FAX (214) 190-1
~lilA~1 DATE
MAY 5, ~
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COLLEGE S"IAflON
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THOMAS KlRllAt<<)
7502 IllE AVE.
500
DAllAS. TX 75231
PH (214) 890-9225
FAX (214) 890-1355
SU6MIUAL DATE
WAY 5. 2000
~EVI$ED PlA~S
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A MAY 5, 2000
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6 REINFORCED 3500 PSI CONCRETE (#4 (I 12"ocew)
6" THICk TYPE A HYDRATED LIME STABI IZED SUBGRADE
15 "
1/4 'R
T
8.5'
~
1.5/1
18' f C
LONG !TUO INAll/2' f ~
24
.
NOTES:
1. THE PAVEMENT CONSTRUCTION MATERIALS SHALL MEET THE
R IREMENTS OF THE COLLEGE STATION STANDARD
S I FI CAT IONS
2. ING.
BE
ION
NTS
24' ,
ITUDINAL .5'
3' ,
RADI
"~" R
#4
4"
.
w
\.
JOINT SEALER
(SONNEBORN SL1 OR EQUIV)
1'; /
T
5"-6"
L
#4 @ 12" O.C. CONT.
THROUGH JOINT
BUTT JO INT FORME
BY BULKHEAD OR
SAW CUT
CONTROL JOINT
LOCATE AT A MAX OF 15' EACH WAY
IF SAWCUT. CONTROL JOINTS SHALL BE CUT
WITHIN 6 TO 12 HOURS OF CONCRETE PLACEMENT
3// S}lOOTH POWEL BAR
X 18 I (I 12 O. c.
JOINT SEALER (SONNEBORN Sl1 OR [OUIV)
BOND BREAKER
EXPANSION CAP. 1';/ CLEAR
"
," [XPANS ION JOINT F IL R f-- S'-~
(CERAMAR OR EOUIY)
EXPANSION /CONSTRUCTION JOINT
lOCATE 601 MAXIMUM. EXPANSION JOINT MAY
BE USED AS A CONSTRUCTION JOINT.
~\
NOTE:
FOR
REFER TO
HANDICAP
LANDSCAPE PLANS
RAMP DETAILS.
MAY 5. 2000
#4 @ 24" C-C
# 4 BARS( TYP)
REV ISEO, PiANS
ADDED AlTERTNATE DRAINAGE
SCENARIO/NO DETENTION
18
L
WJ
,<>\.-'J\:;
#3 BARS - 12" DCBW
CURB &. GUTTER
5
',",,' - 8' var i liS
2"
DRAWN
#4 @ 1S" C
1. EXPANSION JOINT MATERIAL. SHALL BE W.R. MEADOWS
CERAMAR . QR EQUgV.. ONE (1) INCH THICK.
SHAl BE PROYI AT 40-fOOT SPAelH S AN
WHERt NEW CONSTRU ~9ON ABUTS EXISTING SI8E'AlK~
OR DRIVEWAYS. THE EXPANSION JOINT MATERIAL
SHALL BE PLACED VERTICALLY AND SHALL EXTEND THE
FULL DEPTH OF THE CONCRETE. SIMILAR
EXPANSION MATERIAL SHALL BE PLACED AROUND ALL
OBSTRUCTIONS PROTRUDING THROUGH THE SIDE.ALK
OR DRIVEWAY. CONTROL JOINTS SHALL BE PLACED
AT 5' SPACING BETWEEN EXPANSION JOINTS.
CHECK
3" T
~ -t;=
3"\
DES I GNED OIJ!.
l'
Jl.O
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NOTE:
CONTRACTOR SHALL SAWCUT AND REPLACE (APPROX 2'
PAVING AS NEEDED TO ENSURE SMOOTH GRAOE TRANSI
URB 0
PHAL
NTS
3'4" CHAMfER
WALL HALL
RJA TER-
A REF# 990578
11/ 3.06 HEET
DATE /07/00
ALL R TAINING
BE PR PARED P
QUINTANILLA &
1 / 3.06 AND
SK-4 AND K41
#5 BARS. 12H DC
6 P
PROV
LINE
CLOTH.
5. FOR WALL HEIGHT> 3.0'
3.0' fOR WALL HEIGHT < 3.0'
Y DRAIN
CRUSHED ROCK PER
AND WRAP IN FilTER
AIN AT WALL ENOS.
W
....J
~
-
0::
..:(
>
N8TE:
C NTRACTOR SHALL INSTALL 1'1 PYC WEEP HOLES
SPACED 12'IO/C IN CHANNEL WALLS. WING WALLS
AND HEAO WALLS AS REOUIRED BY SPECIFICATION.
1.25'
oZ
.
~
CRETE RETA1~fN8 WALL IS ADJACENT TO
ErE SIDE' 1I< R STAIRS. CONTRACTOR
l INTO 8 WALL WI #5 BARS @ 12 DC
TYPICAL RETAININ~ WALL
NTS
THE 8ACKFI~l SOILS FOR THE RETAINING WALLS SHAlL tQNSlST Of
A CLEAN COARSE SAND OR fINE GRAVEL. THE BACKfILL !HALL BE
COWACT~t> TO 92 TO 91 PERCENT Of STAND4RD PROCTOR oElC~ITY.
CARE SHOULD BE TAKEN NOT TO OVER COWACT THE BACK~I(L TO
WINUIIZE ADDITIONAL STRESSES ON THE WALL. THE UPPER 12
IHQ4ES OF BACKFILL SHAlL CONSIST OF A CLAVEY tAATERIAl WIT~
A/PLASTICITY INDEX (PI) Of BETWEEN 15 AND 25 TO SEAL THE
;&URfACE AND WINIWIZE INfiLTRATION Of SURfACE WATER BEHIND
I THE WALL. THE SU8SURFACE BACKfILL SHAll HAVE A DRAIN SYSTEM.
WHICH PREVENTS BUILD-UP OF HYDROSTATIC PRESSURES AGAINST
THE WALL.
REV\EWED FOR
cn"AD\ \ANCE
NOV 2 1 2000
COi~~~:E~~%J
TRENCH BACKFILL UATfRIAL & PLACEWENT REOUIREMENTS
\.
SOILS USED TO BACKFILL UTILITY TRENCHES SHALL BE FREE OF
DELETERIOUS MATERIAL AND EXCESSIVE AMOUNTS OF SILT. NATIVE
SOILS OR SOILS MEETING THE GENERAL BACKFILL REQUIREMENTS
LISTED IN ASTM 0 2321-89 (RE-APPROVED 1995). STANDARD PRACTICE
FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS
AND OTHER GRAVITY FLOW APPLICATIONS. MAY BE USED FOR
BACKFILLING OF TRENCHES UNLESS OTHERWISE PROHIBITED BY PROJECT
PLANS AND SPECIFICATIONS. CONSIDERATION MAY ALSO BE GIVEN TO
THE USE OF PLUG-MILL (OR OTHER METERED FACILITY) PREPARED
CEMENT STABILIZED SAND FOR BACKFILL OF THE UTILITY TRENCHES.
TRENCH BACKFILL SHALL BE PLACED IN LOOSE LIFTS IN A THICKNESS
TO BE DETERMINED BY THE CITY. AND SHALL THEN BE MECHANICALLY
COMPACTED TO THE REQUIRED MOISTURE/DENSITY SPECIFICATIONS.
SOILS USED TO BACKFILL UTILITIES LOCATED BENEATH PAVED
SURFACES OR OTHER STRUCTURAL UNI SHALL BE COMPACTED TO AT
LEAST 951. OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE
STANDARD PROCTOR COMPACTION TEST (ASTM 0 698) AT PERCENTAGES
OF MOISTURE IN THE RANGE OF THE OPTIMUM MOISTURE CONTENT (OMC)
TO 3% ABOVE THE OMC.
CONTRACTOR SHALL USE CARE TO ENSURE OVER COMPACTION OF THE
BACKFILL DOES NOT DAMAGE THE THERMOPLASTIC WATERLINE.
SOILS USED TO BACKFILL UTILITIES LOCATED IN NON-STRUCTURAL OR
NATURAL VEGETATION AREAS SHAll BE COMPACTED TO AT LEAST 951.
OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE TANDARD
PROCTOR COMPACTION TEST (ASTM 0 698) AT WATER CONTENTS IN
THE RANGE OF THE OMC TO 31. ABOVE THE OMC.
WHERE UTILITY TRENCHES ARE LOCATED UNDER ROADWAYS OR OTHER
STRUCTURAL SURFACES. CONTRACTOR SHALL (IN ADDITION TO ADEQUATE
COMPACTION). SLOPE THE BOTTOM OF THE UTILITY TRENCH AWAY FROM
THE ROADWAY TO MINIMIZE THE POSSIBILITY OF WATER MIGRATING
BENEATH THE ROADWAY PAVEMENT SYSTEM.
TITLE 301 PART II CHAPTER 2901 SUBCHAPTER DI SUBSECTION 290.44
(5) WHERE THE NINE FOOT SEPARATION 01 TANCE CANNOT BE ACHIEVED. THE FOLLOWING CRITERIA
SHALL APPL Y .
(A) NEW WATERLINE INSTALLATION--PARALLEL LINES.
(I) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING NON-PRESSURE OR PRESSURE RATED
WASTEWATER LINE/FORCE MAIN AND THE REGISTERED PROFESSIONAL ENGINEER IS ABLE TO
DETERMINE THAT THE EXISTING LINE IS NOT LEAKING. THE NEW POTABLE WATERLINE SHALL
BE LOCATED AT LEAST TWO FEET ABOVE THE EXISTING LINE. MEASURED VERTICALLY. AND AT
LEAST FOUR FEET AWAY. MEASURED HORIZONTALLY. FROM THE EXISTING LINE. EVERY
EFFORT SHALL BE EXERTED NOT TO DISTURB THE BEDDING AND BACKFILL OF THE EXISTING
WAS TE WA TER II NE .
(II )WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING PRESSURE RATED WASTEWATER LINE
AND IT CANNOT BE DETERMINED BY THE REGI TERED PROFESSIONAL ENGINEER IF THE
EXISTING LINE IS lEAKING. THE EXISTING WASTEWATER LINE SHALL BE REPLACED WITH A
150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE lOCAfED AT LEAST
TWO FEET ABOVE THE NEW WASTEWATER LINE. MEASURED VERTICALLY. AND AT lEAST FOUR
FEET AWAY. MEASURED HORIZONTALLY. FROM THE REPLACED WASTEWATER LINE.
(III )WHERE A NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER lINE/FORCE MAIN.
THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW
POTABLE WATERLINE SHALL LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER lINE.
MEASURED VERTICALLY. AND AT lEAST F~UR FEET AWAY. MEASURED HORIZONTALLY. FROM THE
WASTEWATER LINE.
(B) NEW WATERLINE INSTALLATION--CROSSING LINES.
(i) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING. NON-PRESSURE RATED WASTEWATER
LINE. ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE
SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET
HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE WATERLINE
SHALL BE AT LEAST TWO FEET ABOVE THE WASTEWATER LINE. WHENEVER POSSIBLE. THE
CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER LINE. IF THE
EXISTING WASTEWATER LINE IS DISTURBED OR SHOWS SIGNS OF lEAKING. IT SHALL BE
REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH 150 PSI
PRESSURE RATED PIPE.
(j i )WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING. PRESSURE RATED WASTEWATER
LINE. ONE SEGMENT OF THE WATERLINE PIPE SHALL BE ENTERED OVER THE WASTEWATER
LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST
NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE
WATERLINE SHALL BE AT LEAST 6 INCHES ABOVE THE WASTEWATER LINE. WHENEVER POSSIBLE
THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER LINE. IF THE
EXISTING WASTEWATER LINE SHOWS SIGNS OF LEAKING. IT SHALL BE REPLACED FOR AT LEAST
NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH 150 P I PRESSURE RATED PIPE.
(i i i )WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON-PRESSURE RATED WASTEWATER lINE
AND THE STANDARD PIPE SEGMENT lENGTH OF THE WASTEWATER LINE IS AT lEAST 18 FEET.
ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE
SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET
HORIZONTALLY FROM THE ENTERLINE OF THE WASTEWATER lINE. THE POTABLE WATERLINE
SHALL BE AT lEAST TWO FEET ABOVE THE WASTEWATER LINE. WHENEVER POSSIBLE. THE
CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER LINE. THE
WASTEWATER PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0'7. DEFLECTION.
THE WASTEWATER LINE SHALL BE EMBEDDED IN CEMENT TABILIZED SAND (SEE CLAUSE (VI)
OF THIS SUBPARAGRAPHl FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 2 INCHES
BEYOND THE JOINT ON EACH END.
(iVlWHERE A NEW POTABLE WATERLINE CROSSE A
AND A STANDARD LENGTH OF THE WASTEWATER
POTABLE WATER PIPE SEGMENT SHALL BE
MATERIALS AND METHOD OF INSTALLATION
NEW, NON-PRESSURE RATED WASTEWATER lINE
PIPE IS LESS THAN 18 FEET IN LENGTH. THE
CENTERED OVER THE WASTEWATER LINE. THE
SHALL CONFORM WITH ONE OF THE FOLLOWING
OPTIONS:
\,
(I) WITHIN NINE FEET HORIZONTAllY OF EITHER SIDE OF THE WATERLINE. THE WASTEWATER PIPE
AND JOINTS SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A MINIMUM PRESSURE
RATING OF 150 PSI. AN ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF TWO FEET
SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE LOCATED BELOW THE WATERLINE.
(II lALl SECTIONS OF WASTEWATER LINE WITHIN NINE FEET HORIZONTALLY OF THE WATERLINE
SHALL BE ENCASED IN AN 18 FOOT (OR LONGER) SE TION OF PIPE. FLEXIBLE ENCASING
PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE
ENCASING PIPE SHALL BE CENTERED ON THE WATERLINE AND SHALL BE AT LEAST TWO NOMINAL
PIPE DIAMETERS LARGER THAN THE WASTEWATER LINE. THE SPACE AROUND THE CARRIER PIPE
SHALL BE SUPPORTED AT FIVE FOOT (OR LESS) INTERVALS WITH SPACERS OR BE FILLED TO
THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL BE SEALED WITH WATER
TIGHT NON-SHRINK CEMENT GROUT OR A MANUFACTURED WATER TIGHT SEAL. AN ABSOLUTE
MINIMUM SEPARATION DISTANCE OF SIX INCHES BETWEEN THE ENCASEMENT PIPE AND THE
WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE lOCATED BELOW THE
WATERLINE.
(III )WHEN A NEW WATERLINE CROSSES UNDER A WASTEWATER LINE. THE WATERLINE WILL BE
ENCASED AS DESCRIBED FOR WASTEWATER LINES IN SECTION (II) ABOVE OR CONSTRUCTED OF
DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APPROPRIATE. AN
ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE WATER liNE AND THE
WASTEWATER LINE SHALL BE PROVIDED. BOTH THE WATERLINE AND WASTEWATER LINE. MUST
PASS A PRESSURE AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS.
(V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW. PRESSURE RATED WASTEWATER LINE. ONE
SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER lINE SUCH THAT
THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET
HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER liNE. THE POTABLE WATERLINE
SHALL BE AT LEAST SIX INCHES ABOVE THE WASTEWATER LINE. WHENEVER POSSIBLE. THE
CROSSING SHOULD BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER lINE. THE
WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI. THE WASTEWATER
LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE
SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END.
(VI )WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED. THE CEMENT STABILIZED SAND
SHALL HAVE A MINIMUM OF 10~ CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND
MIXTURE. BASED ON LOOSE DRY, WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC
YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX
INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. THE USE OF BROWN COLORING IN
CEMENT STABILIZED SAND FOR WASTEWATER LINE BEDOING IS RECOMMENDED FOR THE
IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONSTRUCTION.
(6) WATERLINE AND MANHOLE SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE
TO A MANHOLE SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE FOOT SEPARATION
DISTANCE CANNOT BE ACHIEVED. THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF
150 PSI PRESSURE CLASS PIPE AT lEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER
THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT
FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING lINE WITH WASHED SAND.
THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENOS SEALED WITH
CEMENT GROUT OR MANUFACTURED SEAL.
(7) LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET
VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF CONSTRUCTION.
SAlVACE TOPSOil 8"
LASS III OR CLASS IVA
ACKFllL MATERIAL
~AUNCH ZONE
I~STAlL AND COMPACT IN
8 MAX LOOSE LIFTS. WORK
IN AROUND PIPE BY HAND
TO PROVIDE UNIFORM SUPPQRT
~" BEDDING (MIN) ~~S~~~llO~~~ f9~~~TLl~EL
FINAL GRADE BY HAND.
CLASS II MATERIAL
TYPICAL UTILITY AND SERVICE TRENCH DETAIL
FOR NON-STRUCTURAL AREAS
1~~ATED TRENC~ 'lD~H ..I
A ' , A . , , A
II> .. .. II> If:" P, , NT.. ,. ,. .. .. II!>
, 1>', r: "E" ,. , ,,. ,. I>
.. ,. .;:)..\,.. ~ .. ..
CL~SS III OR CLASS IVA
BA;KFILL MATERIAL
CEMENT STABILIZED SAND
HAUNCH ZONE
INSTALL AND COMPACT IN
8 MAX LOOSE LIFTS. WORK
IN AROUND PIPE BY HAND
TO PROVIDE UNIFORM SUPPORT
INSTALL AND COMPACT IN
4H BEDDING (MIN) 8N MAX LOOSE lIFTS. LEVEL
FINAL GRADE BY HAND.
CL II MATER I Al
NOTE:
STRUCTURAL AREAS ARE DEFINED AS AREAS WITHIN 5' OF ANY EXISTING
STREET. ROAD OR DRIVEWAY (PAVED OR UNPAVED) AND ANY SIDEWALK.
CURB OR OTHER CONCRETE STRUCTURE.
TYPICAL UTILITY AND SERVICE TRENCH DETAIL
FOR STRUCTURAL AREAS
ASJa4 D2~21-89
CLASSES Of EMBEDMENT AND 8ACKFILL MATERIALS
CLASS I I: COURSE GRAINED SOILS. CLEAN. WELL GRADED SI1NO
AND GRAVELLY SANDS: LITTLE OR NOfINES. THI MATERIAL MUST
BE NON-PLAS T I .
CLASS III: COURSE GRAINED SOILS WITH FINE. CLAYEY SI1NDS.
SAND-CLAY MIXTURES WITH A PLASTICITY INDEX GREATER T~AN 7
AND WHICH PLOTS ABOVE THE "A LINE. SEE SPECIFICATIOt.S ASTM
02321-89 AND 02487-98 FOR DETAILS.
CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTlt.C OF
FINE-GRAINED SOILS (INORGANIC. INORGANIC CLAYS Of LCW TO
MEDIUM PLASTICITY, GRAVELY CLAYS. SANOY CLAYS. SILTY CLAYS.
A PLASTICITY INDEX GREATER THAN 7 AND WHICH PLOTS ABCVE THE
"A" LINE. SEE SPECIFICATIONS ASTM D2321-89 AND 024-87-98 FOR
DETAILS
:..c
8'
...,
I
6'
8' SECTION PANELED FENCE
A
FENCE DETAIL
hi'
AST'" D232~-O~
CLASSES Of EMBEDMENT AND BACKFILL WATERIALS
CLASS II: COURSE GRAINED SOILS. CLEAN. WELL GRADED SAND
AND GRAVELLY SANDS; LITTLE OR NOfINES. THIS MATERIAL MUST
BE NON-PLASTIC.
CLASS Ill: COURSE GRAINED SOILS WITH FINES. CLAYEY SANDS.
SAND-CLAY MIXTURES WITH A PLASTICITY INDEX GREATER THAN 7
AND GREATER THAN "AU LINE. SEE SPECIFICATION (ASTM 02321-89)
F OR DE TAIL S .
CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF
FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO
MEDIUM PLASTICITY. GRAVELY CLAYS. SANDY CLAYS. SILTY CLAYS.
A PLASTICITY INDEX GREATER THAN 7 AND GREATER THAN UA" lINE.
SEE SPECIFICATION (ASTM 02321-89) FOR DETAILS
BACKFILL MATERIAL
, EXISTING SEWER lINE TO ASS
8E REPLACED 9' BOTH (
'OlRECTLON.S~ W.lTH .. ..... BACKFI
" SDR26 2241 '. '
. , , ')
. .
, ,
(/
NEW WATERLINE
. ~11 tJIN
I NEW WATERLINE
".
'\,
N
ENCASING PIPE TO BE PLACED AT LEAST 9' IN
BOTH DIRECTIONS FROM POINT OF CROSSING
TNRCC REGULATIONS
.311.13.
APPENDIX E - SEPARATION DISTANCES.
THE FOLLOIING IDLES APPLY TO SEPARATION DISTANt
BETWEEN POTABlE WATER AND WASTEIATERTREA
PLANTS. AND IATiRL IMES AND SANITARY $E
(A) WATER LINE/NEI SEWER L U'E SEPARAT ION. WHEN NEW
SANITARY SEWERS ARE INSTALLED. THSY SHALlSE
INSTAllED NO CLOSER TO WATERLINES THAN NINE'!FEET IN
ALL DIRECTIONS. SEWERS THAT PARALLEL WATERLINEs
MUST BE INSTALLED IN SEPARATE TRENCHES. IHE THE
NINE FOOT SEPARATION DISTANCE CANNOT 8E
THE FOLLOWING GUIDELINES WIll
(1) WHERE A SANITARY SEWER PARALLELS A IA
THE SEWER SHALL BE CONSTRUCTED OF CAST IRON.
IRON OR PVC MEETING ASTM SPECIFICATIONS WITH A
PRESSURE RATING FOR BOTH THE PIPE AND JOINTS Of 1S0'
PSI. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF
TWO FeET BETWEEN OUTSIDE DIAMETERS AND THE
HORIZONTAL SEPARATION SHALL B E A MINIMUM OF FOUR
FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE
LOCATED BELOW THE WATERLINE.
ADDED AL TERTNATE
SCENARfO/NO
II OR CLASS IVA
L MATERIAL
(2) WHERE A SANITARY SEWER CROSSES A WATERLINE AND
THE SEWER IS CONSTRUCTED OF CAST IRON. DUCTILE IRON
OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI. AN
ABSOLUTE MINIMUM DISTANCE Of 6 INCHES BETWEEN
OUTSIDE DIAMETERS SHAll BE MAINTAINED. IN ADDITION
THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE
POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE
CENTERED ON THE WATERLINE.
(3) WHERE A SEWER CROSSES UNDER A WATERLINE AND THE
SEWER IS CONSTRUCTED OF ABS TRUSS PIPE. SIMILAR SEMI-
RIGID PLASTIC COMPOSITE PIPE. CLAY PIPE OR CONCRETE
PIPE WITH GASKETED JOINTS. A MINIMUM TWO FOOT
SEPARATION DISTANCE SHALL BE MAINTAINED. THE INITIAL
BACKFILL SHALL BE CEMENT STABILIZED SAND (TWO OR MORE
BAGS OF CEMENT PER CUBIC YARD OF SAND) FOR ALL
SECTIONS OF SEWER WITHIN NINE FEET OF THE WATERLINE.
THIS INITIAL BACKFILL SHALL BE FROM ONE QUARTER
DIAMETER BELOW THE CENTERLINE OF THE PIPE TO ONE PIPE
DIAMETER (BUT NOT LESS THAN 12 INCHES) ABOVE THE TOP
OF THE PIPE.
DES 1 GNED DIJ(
4) WHERE A SEWER CROSSES OVER A WATERLINE ALL
PORTIONS OF THE SEWER WITHIN NINE FEET OF THE
WATERLINE SHALL BE CONSTRUCTED OF CAST IRON. DUCTILE
IRON. OR pve PIPE WITH A PRESSURE RATING OF AT LEAST
150 PS I US I NG APPROPR I ATE ADAPTERS. IN LI EU OF TH I S
PROCEDURE THE NEW CONVEYANCE MAY BE ENCASED IN A
JOINT OF 150 PSI PRESSURE CLASS PIPE AT lEAST 18 FEET
LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW
CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL
BE SUPPORTED AT 5 FEET INTERVALS WITH SPACERS OR BE
FILLED TO THE SPRINGLINE WITH WASHED SAND. THE
ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING
AND BOTH ENOS SEALED WITH CEMENT GROUT OR
MANUFACTURED SEAL.
(B) WATER lINE/MANHOLE SEPARATION. UNLESS SANITARY
SEWER MANHOLES AND THE CONNECTING SEWER CAN BE MADE
WATERTIGHT AND TESTED FOR NO LEAKAGE. THEY MUST BE
INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF
HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED
WATERLINE. WHERE THE NINE FOOT SEPARATION DISTANCE
CANNOT BE ACHIEVED. A CARRIER PIPE AS DESCRIBED IN
SUBSECTION (Al(4) OF THIS SECTION MAY BE USED WHERE
APPROPRIATE.
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CLASS II MATERIAL
DRAWN
JLO
BACKFIll MATERIAL
CLASS III OR CLASS IVA
BACKFIll MATERIAL
CASING AROUND THE CARRIER
PIPE SHALL BE SUPPORTED AT
5 FOOT (OR LESS) I NTERV AL S
WITH SPACERS. EACH END OF
CASING SHALL BE SEALED WITH
A MANUFACTURED WATER TIGHT
SEAL.
EX. SEWERLINE TO BE REPLACED 9
BOTH DIRECT ONS WITH SDR26 2241
9' 9'
ClAS MATERIAL
^
SEWERLINE CROSSING
[weEDING. COMPACTING. AND BACKFILL SPECIFICATIONS.
SEE TRENCH DETAI
ALSO SEE TNRCC CHAPTER 290.44 16 (III)
l' MI N.
ENCASING PIPE TO BE AT
LEAST TWO NOMINAL PIPE
DIAMETERS LARGER THAN
WATERLINE PIPE WITH A
MINIMUM PIPE STIFFNESS
OF 115 PSI AT A 5%
DEFLECTION AND/OR BE
CONSTRUCTED OF DUCTILE
IRON AND/OR EL PIPE
WITH MECHANI AL OR
WELDED JOINT AS
APPROPR I A IE. BOTH THE
WATERLINE AND THE
SEWERlINE MUST PASS A
PRE SURE AND LEAKAGE
TE T AS SPECIFIED IN
AWWA C600 STANDARDS.
~
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u
:3:
lID
BACKFilL MATERIAL
Url. .... a..
CEMENT STABILIZED AND
NO ENCASEMENT NECESSARY
NEW WATERLINE
CEMENT STABILIZED SAND
^
SEWERLINE CROSSING
\_,~
SEE TNRCC CHAPTER 290.44 (B) (i)
2' MIN.
REV\EWEO FOR
CO\\^P' lANCE
NO\} 2. 1 'lOO\}
COLLEGE 51 AnON I
ENGINEERlA V
J
..
TIC AL
1 1
TYP I A
70
I AL
27. TYP I CAL
:W~. 32
I'll
1 ,
TYPI AL
REFER
L ANOSC APE
I REMENT$.
REFER TO lANDSCAPE PLANS FDA HANDRAI AND ClECDAAT1VE PAVING REQUIREMENTS.
A
SECTION A-A
A
\, ,~
7. TYPl
REFER TO ANDSCAPE: PLANS FOP HANDRAl AND DECORAT 'IE PAVING REOUIREMENTS.
SECTION D-D
% TYPICAL
?
L'
7.08"
~.~"
11
TYP I AL
A
SECTION 8-8
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVING REOUIREMENTS.
M
,"
5.01.
7"
4.5G.
2% TYPICAL
11 II
TYPICAL
9.36"
% TYPICAL
7"
,"
SECTION E-E
11 "
,
TYPICAL
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAVING REOUIREMENTS.
REFER TO LANDSCAPE PLANS FOR HANDRAIL AND DECORATIVE PAvING REOUIREMENTS.
A'
SECTION C-C
A
SECTION F-F
SILT FENCE
GEOTD TILE
FABRIC
FLOW
STEEL FENCE POSTS
(MAX G' SP AC I NG )
WOVFN WIRE SUPPORT
( 12 IZ GA WI I RE NET BACK I HG )
TRENCH (BACKFILLED)
FABRIC TOE-IN
_..1..
5.... t.&.IllN
~ l
,.... t.&.IllN
TRENCH CROSS-SECTION
CENERAL NOTES:
1. STEEL POSTS WHiCH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE
TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE
FOOT.
2 THE TOE OF THE SiLT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANI AL
TRENCHER. SO THAT THE DOWNSLOPE FACE Of THE TRENCH IS FLAT AND PERPENDI loR
TO THE LINE OF FLOW. WHERE FENCE CAN NOT BE TRENCHED IN E. . PAVEMENT)
WE T FABRI FLAP WITH WASHED GRAVEL ON UPHILL SIDE TO PREVENT FLOW UNDER
FENCE.
3. THE TRENCH MUST BE A MINIMUM OF {, INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR
THE IL T FENCE FABRIC TO BE LAID IN THE GROUND AND BACKF ILLED WI TH COMPACTED
MATE IAL.
4. I FENCE SHOULD BE SECUREL i FASTENED TO EACH STEEL SUPPORT POSTS OR TO
WOVEN WIRE. WHICH IN URN ATTACHED TO THE STEEL FENCE POST.
5.1NSPE TION SHALL BE WADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR
REPL ACEMENT SHALL BE MADE PROMPTL 1 AS NEEDED.
6. IL ENCE SHALL BE REMOVED WHEN THE TE IS COMPLETELY STABILIZED SO AS NOT
TO BL OR IMPEDE TORM FLOW OR DRAINAGE.
7. ACCUMULATED ILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. THE
SIT SHALL BE I SPOSED OF I N AN APPROVED SITE AND I N SUCH A MANNER AS TO NOT
CONTR BUTE TO ADD IT IONAL I LT AT ION.
M
SILT FENCE DETAIL
6
CHAIN LINK
FENCE OR PLASTIC
NETTING
RAOIUS = 1 FT PER IN OF TRUNK
FENCE lOCATION (LIMITS OF CRITICAL ROOT ZONE)
fr\
TREE 'PROTECT I ON
J ;
flOW
^. .
. .} .~'{
^. : 1..
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j ~" \
::>
rJ
, .
4" VERTICAL FACE
EMBEDDING DETAIL
ADDEO ALTERTNATE
SCENARIO/NO DE
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LA lD BALE
FLOW ::>
WIRE OR NYLON
BOUND BAlES
PLACED ON THE: CONTOl..IR
2 REBARS
(STAKES 1 T02'
ANCHORING DETAIL IN GROUND)
---------~--'-
GENERAL NOTES:
,. EACH BALE SHALL BE EWBEDDED IN THE SOIL A MINIMUM Of FOUR INCHES.
DES I GNED~..%...
BALES SHALL BE SECURELY ANCHORED IN PLACE BY REBAR STAKES DRIVEN THROUGH
THE BALES. THE FiRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY
LAID BALE TO FORCE BALES TOGETHER.
JBJ
3. INSPECTiON SHALL BE WEEKLY DR AFTER EACH RAINFALL EvENT AND REPAIR OR
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR.
DRAWN
4. WHEN J T REACHES A DEPTH OF 6 INCHES. IT SHALL BE REMOVED AND DISPOSED Of
IN AN APPROvED ITE AS NOT CREATE A ILTAT ON PROBLEW.
CHECKED ~It
5. AFTER THE DEVELOPMENT SITE I COMPLETELY STABILIZED. THE BALES AND
ACCUWULATED SILT SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED SPOIL
D I SPDSAL I TE.
A
HAY BALE DIKE DETAIL
z
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Q
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...
c
NOTE: ALL DIMENSIONS
ARE IN INCHES
I/{ REBAR 18" CENTER TO
CENTER BOTH WAYS.
CLASS "A" CONCRETE AS
AS PER CITY OF COLLEGE
STATION SPECIFICATIONS.
..
4 "A
,
A
8"
,
......
INGLE
PHASE
XFMR A B C 0 E F G I WE I GH T
KVA INClIES INClIES INCHES INCitES I NCIIE S I NCMES INCHES LB
t
100 24 11 52 70 10 49 14 1 . 775
167 24 1 1 54 70 10 49 15 2.205
250 24 11 54 70 10 49 15 2.500
112 35 15 87 76 21 40 26 3.000 SCALE:
150 35 15 87 90 21 54 26 3.300
225 39 15 91 90 21 54 26 4.565 NOT TO SCALE.
300 46 15 91 91 21 55 22.5 4.915 o I/~
500 46 15 110 105 21 69 32 5.800 1
750 53 15 110 1 21 69 28.5 8.000 ~ ,
1000 53 15 111 1 21 69 29 9.500
1500 58 15 114 109 25 69 28 11 .600
2000 58 15 11 4 120 25 80 28 15.000
THREE
PHASE
CITY OF COLLEGE STAi~i
TRANSFORMER PA.D SPEC I f'l\e ..' . ~~NCE.
'. C0
~O\l 2 1 1.00{}