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SITE PLAN w
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ENTRADA
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Lot 1, Block AF211
0.477 Acres
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TOWN OF WESTLAKEWN
SURVEY&ABSTRACTS
TARRANT COUNTY, TEXAS CM.THROOPSURVEY,ABSTRACTNO.1510W.MEDUN SURVEY, 58 0 m
WILLIAM PEA SURVEY,ABSTRACT 0.CT NO. 9246 CC Q- 0
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OCTOBER 2013 JOSEPH HENRY SURVEY,ABSTRACT N0.1958 � .0 OLL c0D
TARRANT COUNT,TEXAS z' z z
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its \ Cl FINAL PLAT
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C5 EXISTING DAM
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C6 PROPOSED DAM O
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■ • - �� dumnza iscpb.27 PRELIMINARY PLANS
i' , I1rlWi THIS DOCUMENT IS FOR
Ji
• 4s — , � ' �II� INTERIM REVIEW AND IS
NOT INTENDED FOR
�. CONSTRUCTION,BIDDING.
OR PERMIT PURPOSES.
Scale: 1'=1 0 0 0' 614 CONSULTANTS,F-1798
ROBERT JOHN DOLLAR,JR.,
P.E.1/86898
DATE 10/23/2013
OWNER/DEVELOPER Drawn Br. L
J`
Dole: B8 I 013
MAGUIRE PARTNERS-SOLANA LAND,LP. Sale: N/A
5; 1221 N.1-35E,SUITE 200 7'/23/2013
-e CARROLLTON,TEXAS
sx Ph. (469)892-7200
Fax
469)892-7202
4 Contact:JACK DAWSON
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-i SITE PLANNING CIVIL ENGINEERING PLATTING }
gad A CONSULTANTSARCHITECTURE LLC 12139R Z
s3}sLAND SURVEYING LANDSCAPE
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A^ 111 Hillside Drive•L0479 ire,TX 75057.P 972438.8712.F'972438.8715
71.' 611 Dallas Drive.Stele 114•Roanoke,TX 76.262•P.682/131 9712•F.817.8904043 O J
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LEGEND 1"-\/` \ s 7p�`��f+L1�1.��fl
RF REBAR FOUND
CRS CAPPED MBAR SET I/2"W' /ray
BL BUADINO UNE / S7-4 TOj �P -Op�.Q���, �„'",r
UE U71UTY EASEMENT "I` Tr a,.f
CRF CAPPED REBAR FOUND gE
P C e PONT OF BEGINNING s ill), .
GAA = C&A CONSULTANTS,LLC. -K`�' ` _ N, l), Aq/
if)1;
PROCT = PLAT RECORDS,DENTON COUNTY,TEXAS
RPRDCT = PEAT PROPERTY RECORDS DENTON COUNTY,TEAS � t/
MAE MUTUAL ACCESS EASEMENT r,('��-,/ -..s..,,.......� ��� - -� 1111.41
SSE = SAMTARY SEWER EASEMENT / / --...........,
v /
WLE WATER UNE EASEMENT
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/// f
/ ��� - 40 0 90 80 120 Feel �
/ / Jac•OMNI FAWN]
4 I—+ .--� 1 ��
SCALE: 1":40" /�- -
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// ASIEWANJOvtRfDr 1 , I`,1�, ,'►,
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RY.067R PG 114
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Kt 4%:l PC roll OWNERS CERTIFICATE AND DEDICATION 'f��. :"3:9-
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W / WHEREAS,we,Maqu're Partners-Saano Land,IP,are line owners of o tract of land situated Town of Westlake.Tarrant �. ���� 1 �.�'�=r6y, / County,Texas and being more particularly described as follows: , iPMR TEXAS uMITED PARTNERG9IP i / LEGAL DESCRIPTION �::�` . + • ,'/ / 0.609Acres -,.r` ,. " . LVOL. 14146,PG 381 _ lD.R.T.C.T. / or parceY I4, �� .'`
BEING all that certain lot,unci I of Iona xiluoled in the William Pea Survey,A091roct Number 1045.Torronl 1�
/ /r County,Texas,and being part of that certain tract of land described as Tract 28 in deed to Maguire Partners-:shoo / :, +�`re� ,
r , / Land,L.P.,recorded in'+dame 168.,6,Page 116 of the Dead Ret ode of Tarrant County,Texas and being more particularly .
/ / described os follows: I'. . •P� ;'
/ / BEGINMNt`,al a 96 inch rebor set with cop stomped V&A CONSULTANTS"being in the east line of Precinct Line Rood, i,
y // from which a)5 inch rebor found bears N 16'29'40'E,a distance of 31431 feet,being the southe.ly end 01 o Corner Clip ■ -•�'. 1 / IT FOF
01 the southeasterly Intersection of Precinct Line Rood and Stole Highway 114; ,..: 011111 lrl �:
_--�
/ �• [rei•'g Pleb,:Access THENCE over,across and through said Maguire P«lnere trod the following live(5)colli r 7 / I
( `- t B yin re 5J r S 61'27'20'E,a distance of 174.46 feel to o y+inch rcb«set with cop stamped"G&A CONSULTANTS', , , r
P.O.B. / pll' Ill I
T/l•GS • S 23'32'40"W,o distance of 174.54 feel loo 36 inch rebor set with cap slumped'G&A CONSULTANTS"; „ ,40'
,, II 1 ^7
S 16'29:40' W /
8.38' 1 S 71'27'20"EA a distance of 1330 feet to o M inch ret::r set with cap stamped"C&A CONSULTANTS'; Scale: 1 )000'
"CRAWA"CRAW�•r S 18'32'40"W.a distance of 35.00 feet to a(4 inch rebor set with cop stomped'G&A CON'VLTANTS";
16 WNW all / J`,„ N 71'27'20"W,a distance of 164.02 feet to a(4 inch rebor set with cap stomped 53&A CONSULTANTS',being in
/ / "..e.,,,,.. the east line of Precinct Line Rood:
�'e THENCE N 18-14'25'E,with the cost line of Precinct Line Rood,a distance of 134.72 feel to 0)5 inch rebor set with cop
/ //'� f5•REFRArg tole slumped V&A CONSULTANTS';
fry //' INMATE E0IT 09`6. THENCE N 16.29'40"E.continuing with the wool line of Precinct Line Rood,o distance of 8.38 feet to the POINT OF
I
, / / BEGINNING and contaning approximately 0.609 acres of fond.
i ^ /// //W
/ N1=70447916:
//y�� toW m :ry / y`v De50 Se. ONOW,THEREFORE.KNOW ALL PERSONS BY THESE PRESENTS:
Q /gym (737277'.0THAT I, oath«iced representative,Maguire Partners-Solana Land,LP.do herebyadopt this 'PROVED BY THE BOARD OF ALDERMEN OF WESTLAKE,TEXAS,
CO reos ani
. of �e /a / //ii ,� pal designating theeNethabove describedyr s propertyvos the urp, addition indicated.
. the Town ofn Westlake.Denton County, on the cloy of 2013.
(17 / Teens The easements thereon are hereby reserved for purposes intli<aled.The utility and/ketone easements shall be
/ '� open to the public,fire and police units,garbage and rubbish collection agencies and the public and prince utilities ATTEST:
Q / /by specifically approved by the Town of Westlake boythe use of a particular easement.The maintenance of paving or or
other surface on the utility and lire lone easements is the Sle responsibility of the property owner.No buildings.fences,
/ by 0 trees,shrubs or other improvements or growths shall be constructed,reconstructed«placed upon,over or across the Town Secretory
•7 ro y z,, e e easements as shown.Said easements being hereby reserved I«mutual use and occummtrdation of all public utilities
f tv S 71°2920°E specifically approved by the Town of Westlake.My public utility specifically opproced b;the Town of Waslloke to use a
r_2• '621— -'lrY47� I44� aJ porticular easement shall ho.e the right to lemons and keep removed all or part of any building s,fences,trees,shrubs Mayor
/ AOqy1,0ed • 23.45" or other improvements of growths which in any way may endanger or interfere with the construction,maintenance,or
�� a efficiency of its a;stem on the eosemenl ond that public utility shall of al times hove lull right of ingress and egrets In
•
tS}•rtlAor horn and upon the easement for the purpose of constructing,reconstructing.Inspecting,patrolling,maintaining and
/ 7/2'ow N) R f/1"ORS r 075 adding to or rerr. .ng all or port of its srstem,subject to complying with all ordinances,rules,regulations anC re-:dutions
/ Z'&4" l'172p. of the Town of Westlake,Texas The Town al Westlake,Texas,and the public utility,holt hove the right if ingre: one RENEWED BY:
,(F egress to private property for the purpose of reading meters,maintenance and sets,::0 required or ordin«ily performed by
/ / N 117473'( • 1640 ,, S 18'32'40" W mol utility easements Town Attorney
/ 35.00' Water male and wastewater a ents shall also include additional«e of working spoon for construction ond nintenonae
/
ter CPS of the systems.Addition area is also conveyed for mstaeotion and maintenance of manholes,cleanout,,fire hydrants,
/ water services one 00010 water services from the main to the curb or pavements line.Description of the addition Town Engineer
/ / / easements herein granted shall be determined by their location os installed.
/ / This plat is approved subject to dl plotting ordinances.rule:,regulations and resolution of the Town of Westlake.Texas
/
/ / WITNESS MY HAND this the day o/
/ r Maguire Partners-Solono Land LP °1P
/ D203231446 ,f. 01G-
/ D.R.T.C.T. - -- FINNY'
e°b /. Authorized Representative I:V1a�l ��O�,
/ STATE OF TEXAS . F �' 3
•
/
fit', .;.'Y y T COUNTY OF : BEFORE ME,7HE UNDERSIGNED AUTHORITY,personally appeared .T1 t"a p'/'t' . ' U
/ foregoingacknowledged ... ''6
known to me to be the person whose name is surteribed to the instrument ond acknowled d that he executed -" "S `?� r.�",
/ the some f«the purpose and Consideration therein expressed and the copocity therein staled. •_ .' �" °s-•G
.(;NAV„I., 6s�{9�7� /�,
// / /•- GIVEN UNDER MY HAND AND SEAL OF OFFICE this cloy of _ Q`�✓, •
" ty,OO(Q�... r.-1''''."� �'`l"1Uy
the
/ / / 1.GdILLIAFi�PEA SURVEY,ABSTRACT NO 1045
Notary Public 4 DENTON COUNTY,TEXAS
/ / Stole o1 Texas TOWN OF WESTLAKE
/ NOTES My commission exPiree the_alai of S1BT7ATORNET(2VDAl04CENTEW iO MATTING
/ / 1 Bearings based on Inc Texas Coordinate System North Central Lane(4202),NAD'83 6 CONSULTANTS,LLC
/ / 2.Surveyor hos made no Mveslpalian or independent search for easement el s.hot. OCC u� a � � TBP.Fm
/ encumbrances,restrictive covenants.Ownership One evidence.«any other loots Net an urate �.mien
/ III 01 title may disclose III IMPS Dew.Lews:eeTS 7505T•e pt,13B8r12•F 00105/8115 reels Fen
t / 3.No Rood Sone Oreo onayau ha.been performed on Inc subject property by C&A Cdl
ons .n,ts, ell 011e 0he.Bde tle•Rmwb TX76369•a 682831 9712.F.1117.1190.4013 No.1054110D
/ LLC.
/ 4 Acc«ding to Community/Panel No.48439C0085K,effect...September 25.2009.o1 the DRAWN BY: .75 DATE: 10/04/13 SCALE: 1"'.40' .108.No. 12139
So / FLOOD INSURANCE RATE MAP r«Denton County.Teeos&Incorperoted Are, by graphic plotting
M^- / only,this property appears to be within Flood Ione'X'(areas of minimal leading),This goad
_0 / statement does not imply that the properly and/or the structures thereon will be free from ,�1
e7. / flooding or geed dcmcy On rare...Ione greater Cods can and win occur and Roos Heights s e
e' may be increased l r mon-mode or natural causes.
(,;s'-
' / / s+•;`
x / I' Tnis Thad statement sndl not create nobility on the part of line survax ` 1•IJ '1:?'t
.k arm(T' �'. ."„-N'" 5)
x / 5.Utility Easements ore recorded in the followng Document-: SUR.EYOR'S STATEMENT , l�, X0/1 r...,,,,-."
, 7
1 / I.Marx Paine,a Registered n 1 Long. „Ig`Vf VSs,hy"es.nave prepared this ��a
9t. Non-Exclusive Easement.I O e Roc Facilities el County.
Te Electric Cooperative.22TUe, pi .01 the above prIlex I.' dr1 t}.,s old hove pre ar,hot MABIRRE PARTNERS-.�DLANA
s recorded n V.9105.Pg.1D0 Deed Records,Taerwl County.lees..and:vTl 227:1.Pg.15 surf. made Dv r �o.. .,..,..,.;,,r, 'J . 1.35..LP.
j}4 / / N 0979]J'w Real Properly Rce«dsA Denbo County Tee48 ^j•:1- O ".�= :i 1221 M I$$�SUITE 2110
A / )�•�S r- 1117• Non-Exelua,,w Easement la Underground Fo.c I en•to Trophy Club Municipal Utility Dlslricl Na ^ : '
CARROLLTON TEXAS
9Egn' .b'r.50'Soh sntg.s 1 recorded M Yd.9156,Pg.776 Deed Records,Tarrant,.aunty,Texas,and 4d 2300.pg.190 +,,W,d'''"' .', _,...%,___-8�" Ph (469)882-7200
rtlorsma tsar. Real Piaperte Retards.Denton County,TexeL Mark Poing A�IPCs 75 •N ' Fax (469)892-7202
»ee.ro 3e P C-'
g^ / r °. z TA o.74D Texs Reg , e �+d` 73' •''�,. n, Contact JACK DAWSON
Fv F1 I/O' \ r NOn-Exclusive Easement lorfe Unorroel nal F<y:0ities to Enserch(amen tion re.••rn-.e n VoiProperty 16' ^t _ •7`,•°
$ / YdA' •i\ �\ 9172.Pg.727 Deed Records.Taaont County.Teves.and ba.2312,pg.764 Real Property
3 ^ �J°
7\`.s Reeorm.Denson County,Teves �' '
Q
5.4 4F. z
GENERAL NOTES • • • ' GENERAL NOTES: SANITARY SEWER NOTES � AA 4 C W
ALL CONSTRUCTION WORK,TESTING,AND MATERIALS SHALL BE IN 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS,THE CURRENT VERSION OF THE 1. CONTRACTOR SHALL PURCHASE A COPIE(S)OF THE TONT!OF S 1 3
"STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION" PUBLISHED BY - • WESTLAKE ENGINEERING STANDARDS,LATEST EDITION, AND FOLLOW s
1. ACCORDANCE WITH THESE PLANS,THE TOWN OF WESTLAKE'S STANDARD 15. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ' • - N.C.T.C.O.G., AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN SAID STANDARDS DURING CONSTRUCTION. 11 s
SPECIFICATIONS AND GENERAL DESIGN STANDARDS. ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE EVENT OF A CONFUCT,TOWN OF WESTLAKE STANDARDS SHALL GOVERN. THE - g!J
THE PROJECT.CHANGES ARE TO BE APPROVED BEFORE CONTRACTOR SHALL FOLLOW ALL APPLICABLE T.N.R.C.C.. A.W.W.A., AND A.S.T.M, 2. ALL SANITARY SEWER UNES, FITTINGS,AND APPURTENANCES SHALL 0
2. THE EXISTENCE AND LOCATIONS OF ALLUNDERGROUND UTILITIES SHOWN(MAIN UNES, CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF REGULATIONS. BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING 0 g
NO LATERAL OR SERVICES SHOWN)ON THE DRAWINGS WERE OBTAINED FROM WESTLAKE. - STANDARDS,LATEST EDITION. - z 0
AVAILABLE RECORDS AND ARE APPROXIMATE.NEITHER THE OWNER NOR THE' 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF
ENGINEER ASSUMES ANY RESPONSIBIUTY FOR UTILITIES NOT SHOWN OR NOT IN THE 16. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL WESTLAKE.THE TOWN RESERVES THE RIGHT TO ACCEPT OR REJECT MATERIAL OR • 3. THE SANITARY SEWER SERVICE UNE SHALL BE EXTENDED A MINIMUM ,-.
LOCATION SHOWN. THE CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION OF EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT THE WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS OF OF 2 FEET PAST THE PROPERTY UNE O g
EXISTING UNDERGROUND UTUTES PRIOR TO TRENCHING AND SHALL BE REQUIRED TO EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR THE TOWN. 7-B
TAKE ANY P • RECAUTIONARY MEASURES TO PROTECT ALL ONES SHOWN AND /OR ANY ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. - - • 4. SERVICE ONES SHALL BE 4"PVC AND SHALL BE PLUGGED AND
OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. - 3. AU.DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE • PRESSURE TESTED WITH THE MAIN UNE ., �r
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL FRANCHISE AND TOWN 17. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION .CONSTRUCTION PLANS. • 8
UTILITIES PRIOR TO CONSTRUCTION. WITH THIS PRO-JECT,THIS INFORMATION SHALL BE DISCLOSED•AND 5. SERVICE UNES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE j
SHOWN ON THE EROSION CONTROL PLAN. OFF-SITE BORROW AND 4. THE CONTRACTOR SHALL HAVE ONE(1)APPROVED SET OF CONSTRUCTION PLANS ON THE LOT.- - ` Aril F a
3. ANY CONTRACTOR/SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND ••• JOB SITE DURING CONSTRUCTION. -' G
FAMIUARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY THEREFORE SHALL COMPLY WITH THE TOWN OF WESTLAKE EROSION 6, THE TOP OF THE SEWER PIPE SHALL BE A MINIMUM OF 48"BELOW
DAMAGE TO EXISTING FAOUTIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT(48) FINISHED GRADE.
OPERATIONS.SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE UNITED TO PERMANENT GROUND COVER PRIOR TO ANAL APPROVAL OF THE HOURS PRIOR TO COMMENCING CONSTRUCTION. .
BERMS, DITCHES,FENCES,AND PLANTS. ANY-REMOVAL OR DAMAGE TO EXISTING PROJECT. - - 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH
IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE'ATH - - SEWER PIPE, . '
EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 18. THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY STABILIZED THE TOWN OF WESTLAKE SPECIFICATIONS. - •- - •
CONSTRUCTION ENTRANCE AT A LOCATION SUITED TO THE MOVEMENT • B. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. o
4. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION TRAFFIC INTO AND OUT OF THE SITE. THE 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS
OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES(CR OTHER CONSTRUCTION ENTRANCE SHALL MEET ALL NCTCOG STANDARDS AS 5'. 9. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH O
METHODS APPROVED BY THE ENGINEER AND TOWN)AS REQUIRED TO PREVENT SILT SET FORTH IN THE NCTCOG CONSTRUCTION BMP MANUAL PAGES 4- - TNRCC LOW PRESSURE AIR TEST(SECTION 317.2(0)(4)(B)). REFER Z
37, 9-27-30, CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY 6. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN. THE TO MANHOLE DETAIL ON SHEET CD-1.4 FOR ADDITIONAL TESTING rn
AND CONSTRUCTIONMLYWITH
DEBRIS A FROM FLOWING ONTOATE,ADJACENT OCPRALERTIEE. CONTRACTOR OF MANUAL FROM NCTCOG. WATER AND SANITARY SEWER UNES COMPLY WITH THE WATER AND SANITARY SEWER • REQUIREMENTS. U Lu x
SHALLSCOMPLY N11H ALL APPLICABLEONORDINANCES.FEDERALCONTRACTOR STAAOR SHALLAL EROSION, MASTER PLANS FOR'THE TOWN OF WESTLAKE - ¢ F
CONSERVATION,SOSONT CONTROL EVICESN REMOVE ALL I-
TEMPORARY EROSION DEVICES UPON COMPLETION OF PERMANENT DRAINAGE 19. 111E CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING • 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER Q ra F-
FACILITIES AND THE ESTABUSHMENT OF A STAND OF GRASS OR OTHER VALVES WITH THE TOWN OF WESTLAKE THE CONTRACTOR SHALL BE SOLELY - THAN COLLECTORS. o in m I-
GROWTH TO PREVENT EROSION,THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF • - . . Q 0 Y ot Lu=
PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. CONSTRUCTION. WATER NOTFC: 11. NO SERVICES ALLOWED ON CLEANOUT STACK. -
•
20. THE CONTRACTOR SHALL SUBMIT A TRENCH EXCAVATION PROTECTION 1, CONTRACTOR SHALL PURCHASE A COPIE(S)OF THE TOWN OF WESTLAKE ENGINEERING •
- 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY N' - O O
5. IT IS 711E CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE PLAN,SEALED BY A REGISTERED ENGINEER IN THE STATE OF TEXAS FOR - STANDARDS,LATEST EDITION, AND FOLLOW SAID STANDARDS DURING CONSTRUCTION. � PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED Z j Z~zZ
CONSTRUCTION RECORD PLANS.A COPY OF THESE RECORD PLANS ARE TO BE ALL TRENCHES DEEPER THAN FIVE(5)FEET. - • FOR THE DISCHARGE DURING CONSTRUCTION. W0 to z Q
SUBMITTED TO THE ENGINEER TY PRO PRECAUTIONS
OV CONSTRUCTION.CONTRACTOR SHALLND2. ALL WATER•UNES,FITTINGS,AND APPURTENANCES, SHALL BE IN ACCORDANCE WITH 111E
USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND p O<C
UNDERGROUND POWER UNES.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL 21. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS TOWN OF WESTAKE ENGINEERING STANDARDS,LATEST EDITION.ALL WATER SERVICE CONNECTIONS 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS O
SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATEON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING 1-
DIMENSIONS SHOWN ON THE PLANSOAND ALL FIELD CONDITIONS THAT - TO BE FORD COMPRESSION FITTINGS.ALL BENDS TO HAVE RETAINER FITTINGS(MEGA-LUG). ¢
INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. USE DOMESTIC DUCTILE IRON FITTINGS ONLY. STANDARDS,LATEST EDITION, _
MAY AFFECT CONSTRUCTION. - I-
6, SHOULD DISCREPANCIES OCCUR.THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO 22. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND 3. ALL FIRE HYDRANTS SHALL HAVE ONE(i)HYDRA-STORE CONNECTION AND TWO(2)2.5"HOSE
OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE NOZZLES,SHALL HAVE A MINIMUM MAIN BARREL VALVE OPENING OF 5.25", AND SHALL. STORM DRAIN NOTES •
U
•
CONSTRUCTION. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING STORM SEWER. THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBUC - BE PLACED ON MAINS OF NOT LESS THAN 6"IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE 1. ALL CULVERT HEADWAUS TO HAVE STONE CLADDING.
CONSTRUCTION. IMPROVEMENTS. • •
PAINTED PER ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS
23.- THE CONTRACTOR'S BID PRICE SHALL FEES. OR AS SPECIFIED BY THE CLIENT AND AGREED TO BY THE TOWN.
7. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BYTHE
AS ANC ALTERNATE,THE OWNER RESERVESLLINCLUDE THE ALL INSPECTIONT O PAY THE
THE OWNER.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS LEGEND
CONTROL DUST. INSPECTION FEES DIRECTLY TO THE TOWN.CONSTRUCTION STAKING TO BE PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS.
PROVIDED BY CONTRACTOR,UNLESS OTHERWISE AGREED TO BY THE OWNER. - C.R F. Copped Rebar Found
B. CONTRACTOR SHALL CONTROL OUST BY SPRINKLING WATER.OR BY OTHER MEANS 5. ALL.WATER MAINS SHALL BE PVC AIWA-C900,DR18,CLASS 150 UNLESS NOTED • C.R.S. Copped Reber Tel
APPROVED BY THE TOWN AND ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 24. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS OTHERWISE. C.M. Control Monument
PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS - - • CP Control Point
9. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS EMPLOYEES,AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE 6. TOP or•WATER MAIN SHALL BE A MINIMUM OF 48"BELOW THE TOP OF THE CURB OR C-n. Monument
ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM - WORK.THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY_ 48" BELOW FINISHED GRADE. BM d Benchmark V)
SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. - FR- Fire Hydrant
AT HIS EXPENSE- 7. FIRE HYDRANTS SHALL BE LOCATED 3'BEHIND THE BACK OF CURB(MIN). • WWM- B water Meter W
25, SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NTCOG ( )
10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING SPECIFICATIONS ITEM 3.10`SEEDING'. WV- -.�.-Water Valve
FOR UNE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF'POLY PIGS"AT - W/L Water Line 0
26. FERTIUZER SHALL BE IN ACCORDANCE WITH NTCOG SPECIFICATIONS DESIGNATED LOCATIONS. COST FOR'POLY PIG"CLEANING WILL RE THE RESPONSIBILITY OF IC.-o Irrigotien Control valve Z
11. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES,SIGN, • ITEM 3.11 "FERTUZER". THE CONTRACTOR. • SSMH-O Sonlary 7.evrer Manhole
MANHOLES, TELEPHONE RISERS,WATER VALVES,ETC. DURING ALL CONSTRUCTION CO- a U .'ewer Cleanout J
PHASES. 27. WATER, SEWER, di DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED - . 9. ALL DOMESTIC WATER SERVICES SHALL BE 2"CLASS 200 POLYETHYLENE. • UP- 0 uttilityility Pole
BETWEEN EMBEDMENT AND NATIVE BACKFILL - LP- U Light Pole Q
10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL -• - PP 0 Power Pole a/
12. BACKFILL SHALL BE FREE FLOWING,.FREE OF ROCKS AND LARGE CLODS. • Ex TC Existing Top of Curb
BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE • • Ex TP Existing Top of Povement W
OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT • 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. TC Top of Curb Z
STANDARD PROCTOR FOR ALL UTILITIES. .• • • - G Geller
12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 3'BEHIND THE PC Proposed Grade fW^
13. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE • • CURB. . IP Groan al Top of Povement V
CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND - IA Grade at Top of Aspholt
MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL •
•. • 13. WATER MAINS TO BE LOCATED PER THE PLANS. • IW Grade at Top of Wall
OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND • BW Grade 01 Bottom of Wall
MECHANICALLY COMPACTED-TO 90 PERCENT STANDARD PROCTOR. • • 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR • RW Grade a1 Retaining Wall
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CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTIUTY COMPANIES FOR ANY • COMPLETES THE BACKFILL OF CURB. TG Code at Top of Grate
REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. • - • - RR Railroad
. 15. EXTEND SAMPUNG POINT 2'ABOVE EXISTING GRADE AND END WITH A 1"CURB STOP. FG Finished Grade
14, EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL • SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION INSPECTOR. FF Fini_hed Floor
PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND - • . FP Finished Pod --
DISTURBING ACTIVITIES ON THE PROJECT. • 16. PIPE SHALL BE ItsItL AT 150 PSI FOR FOUR(4)HOURS. - - FL Flawline
U.E. Utility Easement
. 17. CHLORINATE WATER UNES AT 500 PPM FOR FORTY-EIGHT(48)HOURS. CHLORINATION IS D.E. Drainage Easement
' ACCEPTABLE DURING THE PRESSURE TEST. B.L. Building Line
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R.O W. Right-of-Way PRELIMINARY PLANS
' - - 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION D.R. bend F• .rds
INSPECTOR. P.R. Plat Re ords THIS DOCUMENT IS FOR
. • . P A E Pedestrian Access Easement INTERIM REVIEW AND IS
' 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. S.B. Setback hne NOT INTENDED FOR
WLE Waterline E'rement CONSTRUCTION,BIDDING,
• 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. WATER MAE Mutual Acces Eaneninnt
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CARROLLTON,TEXAS
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1221 N. 9 92-72 200
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!1, 1 I �r I I 8!1 1 1 \ • II ., (10) LI vE OAK 1) Contractor shall stoke out tree locations and bed conhgurot.on for oppra.nl approval by owner prior to CA 0 n
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!!! ! I ® I I I I ' A 1 \ \ -• 3) It is the responsibility of the contractor to advise the owners representative of any condition found on
/ ,S /_ / / 1 \ site which prohibits instclllolran os shown on these plans aj y
I / / b•7•••., I I !I 1 1 \ \ 4) All shrub and groundco.er beds shall have a minimum of 3" of hardwood bork mulch I••1 o
/// / 6 .. o rsu EE 1 I rr I 1 \ \ \ (IC)ITALIAN CYPRESS G E
// !/ ,pr eon 191 LOitt I, /JS I\ \ \ -- ----- 0 5) Landscape edging shall be located os noted on plop. x
/// / 1 / ST �, i. -q•I i 10 = 20 4P-� 60 Feel CupreSSUS sempery:;ens 6) Trees overhanging walks and parking areas shall have a clear trunk height of seven feet Z 1 f i
/I I 1 1 r-- �_• ,4i�, l I / 1� - -` 7) Multi trunk and ornamental trees will be allowed in the city's right of way with start approval only. Must F+
! / 1 •'J'• Fr'" I ! 1 \ ---- be outside any visibility triangles. til •
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\ 0 (HDARBURWFNANDINA 8) Astbpqyoghfareslandorda cele\ Treewmat1st CONCRETE TRAIL "•f„f ^ STL° \\\ ninaometc° d with/ / a ....fit/ ,A410.....17/41,-•••r r �Il \ \ plant material of similar variety antl size if domaged, destroyed, or removed.
!1 / ! ' r'.• IL Y';-, • //� t \ \ � ( ) 10) Landscape°ries shall be kept free of(rash, lifter antl weeds.
,'4• ! tI�A 0 DYH DWARF YAUPON HOLLY
// / r ,i 1°-41 .• - •,.- t��._ '/• an An automatic pohi irrigolion :Alen..rv-nlshall be p building s maintain a landscape areas. Over spray streets
/!/1 ••J3 •
r�� l •�- .7.-,1_•\�d`1��� m 10 '1 \•,�"���' Ilex wmiiorio'Nano' and walks is prohibited. A permit fromtothe inspection department is required for each irrigation
! 1 V PT \ �- system. Impact fees must be paid to the development services deportment for separate irrigation meters
1 i / ! •ft I � y / -'•,/• • • EPIC' \ prior to any permit release.
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1-• EDGE- - • \ \�-- 12) Irrigation Controller to have a Rain and Freeze Stat.
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! / 1I '•i (`�`_' , .!� 4at - \ i. 13) All landscape is to be greater than 8 feet frcm oa underground utilities.
/ I!/ ! •,.TA. (fi/ f ;; {II '•, 7( • \•"6 •,•,•,•,•••,','a ,' \ ���— 14)All areas of grading disturbance ore to hove grass reestablished at 75%coverage prior to letter of
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! 1 / 4r' 9 •• ` �F 1 ql'. `, / 7r acceptance from the city. Means and methods of gross establishment and application of carter for grass
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•*1*4- 1 l"•• 141 rc'•'_ ..�_ i _- -•-', , ot-
/ // // ♦ • I ST• MD. �4, 111 LO All landscape will be maintained according to town standards. o
1./ r ...../. r r • I• • ,. ... �' - ' - /' " All landscape will be 100%watere d b an underground irrigation stem. °C
yy o cv;' 3-4�STONE WALL /- - ((// ' 4 'wog �•• -
hf
d , � / � � � � � All plant materials will meet or exceed minimal plant sizes and will be selected from
• 1!9 / - - - ,' ,,"' approved plant lists. Appendix D Section 1 v
•f.c /ll ' rF �+ � t i 1Pi1C �� .— ,,, ,'� '� STREET BUFFER LANDSCAPING
' .' / ` PROMISE.omcE BUILDING `' / ' ' ' ' ' REQUIRED: Street buffer trees shall be provided in a ratio of six(6)trees
r ll - � 1r f' /"- •-- , ,' for every one hundred feet(100')of linear frontage//'i y., _ �•-•"-t.�+ -u.4 ' , / , ;L'`_ , /' , Precinct Line Rd-(147 ft./ICOR.)*6=9trees
i'�3;` / /, /. .�� . ...✓ ' r=` / / �, f�. ... / �• ,' �,'/ PROVIDED: Precinct Line Rd.- (9)new trees=(9)trees
• • 4 • •
/ , i l / / ��- '� '� �/ '��// PARKING AREA LANDSCAPING Z
/ // / �`\ �� •�, _ E:: .[J ° �/ ' _ - ' // �// , / / REQUIRED: 1 canopy tree per parking spot
/ t / / I . `'_ 'm. #.. / / „,/ / �' ,' ,' 7 parking spots=7 trees Q
.� / r f
/„.."''/ , a \ - 6.4,-.._,...........f..................4, , ,' - - //' r•N ///// ,' -<' PROVIDED: 7 new trees a
/ i' wt,,,�// / �. /
/ / ./ - -T rI // , '�`_T I /' �// �'- /'//' REQUIRED: 3'parking lot screening from public roadways(Precinct Line Rd.) W
,///'
,'r /// f7 .' \,/\y"� /' " / / / ,� �y PROVIDED: 3'planting screen along edge facing Precinct Line Rd. a
. ✓' / / \ // ......./7----.\.,4
/ / / , / / REQUIRED: 6600 .ft.of landscape area per parking of
e / / \l 1_,,,, / / _. / /I+s4•?-- -- ( }sq.ft.*(7)Parking spots P(420)sq.ft.landscape area
i / / i , /'I I / 9 r �� / / / p �y!� i PROVIDED: (2,063)sq.ft.landscape area
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PLANT LIST —'
QUANTITY COMMON NAME BOTANICAL NAME SIZE MIN.HT. SPACE REMARKS
a LIVE OAK Quercus virginiana 3"cal. 12'-14' per plan Single trunk
7 ITALIAN CYPRESS Cupressus sem ervirens SPEGFICATION3:
P 3"cal. 30'-12' per plan Single trunk ,..s
12 DWARF YAUPON HOLLY Ilex vomitoria'Nana' 3 Bal. 12" 3'-0"o.c. Full 3-20'PERFORATED sell.40 Awl TL&S a-'*- fe F. ,,s.
3-6'HARNESSES%ATN SE00-IN LOOPS
12 HABOUR DWARF NANDINA Nandina domestica'Harbour Dwarf' 3 gal. 12" 3'-0"o.c. Full 3-CAM BUCKLES W/HOOK ,,,,,i4. 1'".,��.1L,I. NV?, Pt-A TeAt*
3-ZIP TIES Acee
**NOTE: PT=PARKING LOT TREE FERTILIZER TABLETS
TABLETS YEAR non RELEASE'nom � li�ka, p O ‘14)1t�"5 p oP
J ,•9;
ST= STREET TREE .Alm�r.,n, `. r 1 c,,Olk E -S,A 1'Q
**Italian Cypress may be counted as double for TSK ;� ` '' rxR, S P'52m3 N
wc�+ 3-, PERFORATED E0 SRS.40 PVC TUBES /
3-6'NARNES:ES NTH SEWN-IN LOOP gA
the City of Westlake's tree requirement** '""' I 3-CAM BUCKLES w/HOOK - _ y ' 'elT .TAYLOR JUNIPER-Juniperus virginiana 'Taylor' '° "' 3-ZIP 10 _,- I9T °P �+3- YO-10-5 2 YEM 701E RELEAY� nws.cn rER7101[R TABLETSWI
may be substituted for Italian Cypress FIEF. . , � °
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