Item 7 - PlansPage is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
1 12 1 3 1 4 5 6 7 8 9 10
INSTALL 5COUR5TOP OVER 50D
(KEE PLAN)
CITY OF SOUTHLAKE GENERAL NOTES DEMOLITION NOTES NOTE:
AT MULTIPLE PIPE ENTRY,8"
1. All construction shall be in strict accordance with the standards of the City of Southlake and governed by the North Central Texas 1. All demolition shall be closet'coordinated with the owner's representative regarding items to be salvaged,the be removed,eta SHALL BE MAINTAINED TO /
Council of Government's Standard Specifications for Public Works Constrroction latest edition. including any and all tree preservation and transplanting activities,as outlined in the pre-construction meeting.Removal,relocation OUT5IDE OF PIPE.
and/or disposal of any preexisting on-site trash,debris,or stockpiles shall be included in the total cost of demolition and shall be OPTIONAL RAIUNO Pere ARC
2. All materials and workmanship shall conform to the City of Southlake standards where they differ from NCTCOG standards. ..Minted with the owners representative at all times.
A
3. The location of underground facilities indicated on the plans is taken from public records.It is fhe contractors responsibility to make 2. Contractor shall comply 0 the fullest extant with all regulations governing agendas regarding the demolition,removal,trensportation
rangements with the owners of such underground facilities prior to working in the area to confirm their exact location and TO determine and disposal of all demolition debris.
whether any additional facilities other than those shown on the plans may be present The contractor shall preserve and protect.II A A
undergroundfaciliti.e.If existing underground utilities are damaged,the contactor will be responsible far the cost of repairing the utility. 3. The contractor shall assume responsibility for the protadion of all property comer monuments,benchmarks,control points,eta and
shall have,at his expense,all comer monuments replaced which are disturbed by construction activities.
UNDERGROUND FACILITY OWNER TELEPHONE NUMBER 4. The contractor shall inwr all costs for maintenance and repair of the existing fences to remain,irrigation systems to remain,utility lines,
Above Net Fiber (214)8896352 etc,as outlined in the specifications. -
ATBT (214)745-2964
AT&T Taxes(call DIGTESS) (800)3 14 83]] 5. Notes shown hereon regarding specific items of demolition are general in nature,and are not intended to be wholly inclusive.The v,e�eo rnxe riaxic
Atmos Energy (817)359-1313 contractor shall demolish and remove all existing improvements to the satisfaction of the owner,as necessary for the construction of the
Charter Communications (81])822-8]45 proposed improvements,and.the extern as noted in the specifications.
City of Southlake (81])1486082 PROPOSED CONCRETE(REFER TO SPECS) '
DIGTES.uthl.Locates) (817)74463]] 6. The contactarshall create ample staging and stockpiling areas for the deliveries of construction materials,concrete deliveries,topsoil,
Love((3)Communications (877)366-8344 eta in acoo dance with the owners representative and the project specifications.
6x6x6 W.W.F.
Oncor Electric Delivery (81])2156 INSTA 688
One Source Communications (817)6926042 LL SCOURSTOP OVER SOD '
I'�'I (REF PLAN)
TRI County Electric (817)431-1541 UTILITY NOTES
VerizOn Engineering (972)5]83354
1. The hown e
Contractor shall be responsible for locating all utilities,whether private or public,priorfo mobilization.Contractor shall visit the site
4. Where existing utilities or service lines are cut,broken or damaged,the Contactor shall replace or repair the utilities or service lines with and make.11 all necssary
terial observations and inspections to tamiliar¢e[hemself with the site and the site facilities.The information and data ' 6.��� ����� \ ���
the same type of original ma and construction,or better,unless otherwise s or noted on the plans,at his own cost and shown with respectto existing underground facilities at or contiguous to the site is approximate and based on information furnished by END OF PIPE COMPACTED 5UBGRADE
expense.The Contractor shall immediately notify the Engineer at once of any conflicts in grades and alignment. the Ownere of such underground facilities or on physical appurtenances observed in the field.The Owner and engineer shall not be \
B responsible for the accuracy or completeness of any such information or data;and,the Contactor,shall have full responsibility for
5. All excavations,trenching and shoring operations shall comply with the requirements of the U.S.Department of Labor,OSHA,"Const haviewing and checking all such information and data,for locating.II underground facilities,for coordination of the work with the Owners NOTES:
Safety and Health Regulations.',Vol.29,Subpart P.pg.128-137,and any amendments thi of such underground facilities during construction,for the safety and protection thereof,and repairing any damage thereto resulting from I. SLOPE PROTECTION SHALL BE INSTALLED ON ALL PIPES DISCHARGING INTO
the work.The cost of all will be considered as having been included In the contact price. A POND.
6. Adequate measures shall be taken to prevent erosion.In the event that significante,,i,n occurs as a re.uit of construction the 2. HUPEPIPE5HALL NOT HAVE BEVELED END AND THUS SHALL UTILIZEA
Contractor shall restore the eroded area to original condition or better. 2. Contractor shall,in base bid provide all necessary fittings and appurtenances required to complete all connections,resolve utility PRECAST HEADWALL BY OIDCASTIP PRECAST,AMERICAN INDUSTRIAL C5R, ISOMETRIC VIEW
conflicts and other incidental utility work shown on the plans or contained in the specifications or required by governing agencies 0 OR HAN50N PIPE,
k u rs.
7. The Contactor shall restore.1I areas disturbed by construction to original condition or better.Restored areas include,but are not limited include,but not limited to temporary services:valves,boxes,metes,beckflow pre imm.,fire department connections,etc.including the g z
to trench backfill,side slopes,fences,calved pipes,drainage ditches,driveways,private yards and roadways. repair or replacement of any existing irrigation system.Contractor shall misellower or adjust all existing utility mains In conflict with
proposed utilities as pad of the base bid for all known or unknown lines.
8. All construction must rallm,0 the Tree Preservation Ordinance.
3. The Contactor shell notify.11 affected militycompaniesorag,ndninwrfingatleastI Week prior to beginningconstrodion.The HEADWALUOUTFALL DETAIL �° d
Contactor shall be responsible for and make amangement.for any and all tempeary utilities,permits,and agreements. ma
N.T.5.4. The Contactor shall protect all utilities during the construction of this projed.The Contractor shall give the City,residents and T.vP^N5I m to No.3 eA xs®Iz o. JOINT
GENERAL NOTES businesses affected byany.maicated water or eewerservicedisroptionsalleas(forty-eight(48)hour.pd rnotice.
1. The Contractor shall begin work as directed by the Owner/City or the Notice to Proceed. 5. Contactor shall icaund a caution and maintain adequate clear zone between the Contractors equipment and any power lines.
6 The Contactor shall [act all ez strn manholes tale hones Tsars water valves titres tc damn II
2. The Contactor is responsible for obtaining all necessary permits,approvals,and nspectlons poor to and throughout construction. Pm gpowerpo es sgns p u e during
construction phases Contractor will be respons ble to replace any damaged ferns and restore any servces that have been disturbed
3. All shopdrawings and submittals shall be tread and revlewedb the General Contractor for to submittal to the All manholes cleanouts,water valves fire hydm,M and other appurtenances must be adjusted to final grade before the Owner it
SECTION SECTION SECTION2 w _ -
9 proo y approval p prior a the work f
EngineerSubcon[actor/General Contractor shall clearly indicate,mark highlight,and properly Gary products to be consideredfor accept STORM DRAIN LINES WITHIN XISTING STORM DRAIN LINES OUTSIDE42' 4 �. Ir -M
C approval Subm lta1.not proofread or revewed or clarified propedyshe be retumed unrev ewetl Contractor shall resubmit hop STREETS,(STREET LIMITS SHALL BEYOND Ed TI NG STREETS - w oN ALL R[uwRCE..IT
drawings and allow for suitable review time.Suitable review time shall be seven(7)working days for typical submittals and longer SITENU FROM 2'BEYOND BACK SECTION 2 (BACK OF CURB)tt ICAL wMPAcre05UecRALF(-
depending on the size and nature ofthe submittal. OF CURB TO 2 BEYOND BACK HALF SECTION. No s emO®
EARTHWORK NOTES OF CURB) BACKFILL SHALL BE
4. COntactOrshall be respon.ibleforquality,control in the required construction surveying and materials testing.Dimensions shown and 3ACKFILLANG5TREETREPAIR COMPACTED TO 90%MIN.
digital files provided shall be used fo layout the site. 1. Placement of topsoil t0 within 0.10'of finish SHALL BE A5 PER"STREET
9 grade.See topsoil specification should imported material be necessary. PROCTOR DENSITY.
BACKFILL IL REPAIR'DETAILS -
5. All adjacent property tlamagad by the proposed construction shall be restored to equal or better condition than which it was found before ON THIS SHEET. EWE11 NIT 1:1'Tito
such work was undertaken(non-pay item). PINI5HEDGRADE uNLO coNTluu[r NTO 40'
CITY OF SOUTHLAKE PAVING NOTES EXISTING PAVEMENT NATURAL
6. All existing fences are to remain unless specified otherwise by the Owners representative.Any damage to fences shall be repaired at V" GROUND PILOT CHANNEL
Contractors expense with new and like materials. 1. All fill shall be compacted b a density of a[leas[ninety-Me(95%)percent standard proctor as per ASTM D 898 at or above optimum ___ - __-__ SnouLo
moisture content Litta shall be as specified per the..it.lab recommendation and as approved by the City.All fill shall be tasted as - --- - -_ NTeRLNe o TRANSITIO ING5
]. The Contactor is responsible for keeping existing driveways and sidewalks free of mud and debris from the construction at all times. installed and certified by an approved soils laboratory ExrA oI N �
\F SELECT BACKFILL TO
Hi
8. The Contactor shall maintain adequate site drainage during all phases of construction.The Contactor shall use silt mmos.(or other BE NATIVE MATERIAL //
methods approved by the engineer and City)as required to prevent silt and construction debris from flowing onto adjacent properties. MECHANICALLY
PAVING NOTES TAMPED WITH 6-8"
Contractor shall comply with all applicable federal,state,or local erosion,conservation,and siltation ordinances.Contractor shall SEE"STREET / _ LIFiS p 9096
cave all temporary erosion control devices upon completion of permanent drainage facilities for the establishment of gross orat1mr SEE'FILL
MINIM DARD HEA�f'Y TO
re to f erosion. 1. The Contactor is solely responsible for performing.II construction layouts from the site layout digital control points and from the s JOINT TP CONVEY a
growthprevent dimensions shown.The Contractor must notifythe en of discrepancies dvance and allow for the engineer.response REPAIR'DETAIL X PROCTOR DENSITY. PATH LIGNMENT 3,
engineer y pandas in ginee ponse (UNDER NATURAL
9. Disturbed areas that are seeded shall be checked periodically for full covers of All disturbed areas shall be watered,f nitad,and before proceeding with the work. (T)�) r perio y coverage grass. GROUND)
.ceded or sodded es nece...ryand bydefinidon'maintained'until an established send ofgrne can be released to the owner.Reference 2. prior fo paving installation,contactor to reference all plan sheets to identify all sleeves and conduit necessary to support franchise utility WELL GRADED CONTROL 3 Landswpellmgation Plan(if provided)to w,Mlnate planting enhancements and limits of irrigation coverage. ices,technol Isecur' Y
D serve ogy ,ity,site lighting,irrigation,etc.Contractor shall confirm with Owner and/or Owners representative to verlty CRUSHED STONE \ JOINT LoINT
size,location,and otentity.
"TO "CIA) \\ 3
EMBEDMENT
3. Unless otherwise noted,subgade shall be enstabilized to 12I beyond the back of curb or edge of pavement per Gedech recommendations
unless stated.a shall
All concrete strength and reinforoing steel shall be per protect geofechnical recommendations.Sidewalks within \ ,
landscape areas shall be minimum 4"[hick.
WELL GRADED STONE \"A" \ /
4. All twlthin5'of cased buildin halladheretothest,c mirecommendationsandor Arohitedural M.Referto (I/4"-3/4"DIA.)TO
pavemen prop g(s)s requiremen VARIABLE DEPTH IF \
strodurel and mol,itecWal plans and related technical specifications.Civil pavement limits begin 5'outside the building.In the event of J B PLmANsION NaINr
REQUIRED BY ENGINEER TO \ _ SMOOTH TRANSITION TO FLUME(IYP.)
cafe conflict with the Structural and or Architectural within tisarea,the Structural/Architect requirementssmill govern. REPLACE SOFT,SPONGY
OR OTHER WISE �, >
5. All reinforcing steel and dowel bars in pavement shall be supported and maintained at the correct clearances by the use of bar chairs or UNSUITABLE MATERIAL AT
other approved support. PIPE GRADE "A" REFER TD ARCH FOR
III IIATION OF
6. Connectionofthe proposed sidewalk to existing paving,sidewalk,building,and wheelchair ramps shall be considered subsidiary to the HANDRAIL/GUARDRAIL
cost of the construction of the sidewalk.All joints(expansion,isolation,contraction,8 construction)for concrete paving and incidental 'A"= 2"
checks shall be sealed and installed in accordance with the American Concrete Pavement Association(ACPA)recommendations. "k'=PIPE OD+12"+1 2") PLAN N,TVIEW
Contactor shall observe the archdeoturel and structural jointing layouts. In the event of a discrepancy or conflict fort site paving,the
Contactor shall refer to ACPA publication IS061.01P and SiI P for the joint specifications and the layout of pavement join
(non-pay item). RCP EMBEDMENT DETAIL 51DEWALK 6RIDGE DETAIL
7. The Contactor shall use care during..it stabilization and compaction acivities so as not 0 adversely aged landscap......r utility N.T.5. r`
line.wfthsoilstabillzationtreatmenfs. After compaction and prior to placing gre.,the upper 8 inch..(8")of all landscaped areas shall 07/07/23 ISSUE FOR BID AND PERMIT
be aerated,tilled,or otherwise processed so as to promote healthy root growth for turf and other vegetation.The Contractor will be
E responsible for any repairs,undercutting,rain l,disp...1,and backfilling of these areas if stabilization is discovered(non-pay item). Dote Description No.
LENGTH VARIE5 R-Isio
3"MIN.
l
E::::�
SAF END TREATMENThr
f
� ...thin:..A,
J
6„MAX .......: t .......Npi
3"MIN.
ELEVATION f-1 0]/0]/2028
NOTES LANGAN
4500 P51 CONCRETE
2. N4 GRADE 60 9"O.C.E.W.
3. ALL EXPOSED CORNERS
RS ARE CHAMFERED Langan Engineering and
4. SWIFT LIFT ANCHORS,LOCATED IN THE FLOOR,SHALL Enwronmeetal Semces,Inc.
BE USED FOR HANDLING.
5, GALVANIZED STEEL PIPE RUNNERS ARE AVAILABLE FOR 8951 Cypress Waters BIW,Suite 150
F CROSS AND PARALLEL DRAINAGE APPLICATIONS. Dallas,TX 75019
T:817.328.3200 www.langan.com
}w} }w} Project rave rlaM ae.aF-t3rae
=z:4•M". CLARIDEN SCHOOL
PIPE ID SECURITY UPGRADES
. 3O 37 36 6
6'MPX
5° SOUTHLAKE
6" 36 as h,-1/ 6 DENfON COUNTY TEXAS
FRONT ELEVATION Drawing Title
Ie• z3" a.I za" s^ az- 11 e'
3 52-3ra^
GENERAL NOTES &
q 8 0 SITE DETAILS
G
PRECAST SLOPED HEADWALL
N.T.5. Project No. DrOwing No.
52BB61601
Date JULY2023 C2.�
Drawn By
AAA g
Checked By 5
Sheet 2 of 2 R
e
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.
Page is too large to OCR.