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Home My WebLink About1 SYLVAN BEACH DR_09-1344___________ 1 SYLVAN BEACH DR. BEACH RESTORATION N PROJECT .:,...wts..s-.a:,.«.,........war....—Y__-a--. ,— or.� _..a_...... .. ....b. uu....a....r._, , ..,...,m . ..... .wva.u.. .uaWti.xw. F I '.u}n 5t lh r'�R F d $^ Bob & Dee Steadman 281.474.4843 • 215 E. Main • LaPorte, TX 77571 Fax 281.867.0680 • State License TECL 17914 bobs@comoete&xwcaLservices.com dees@wmPlMeecMwlseMces.com I ,o �gg i�� Ml, EMARWKS, .... ...... IM AL � hl S:kCPSHARE\INSPECTIONSDIVISION/INSPECTIONSkRES-COML INSP SHEEToct05.XLS V � COMMERCIAL W&S WORK ORDER# DATE S -rl-o 9 pp nn NEW iADDl'1'iC)1�' ATIT/RF,SS (1i,C!/Z� /JPl1P ' 4• 4 LEGAL DESCRIPTION T.-:S�-3-7 OWNER.X �-0 ��^ • d - �h1, Pa# 1,01 CONTRACTOR-/3-� (/% 88 6 O t)` DATE - ADDRESS REQUEST ZONING CLASSIFICATION FLOOD ZONE BLDG PLANS SUBMITTED BLDG PLANS REVIEWED FEES PAID WATER FRONT FT FEES SEWER FRONT FT FEES WATER TAP ° •�- •�'�'SER'ER'TAP�..',,;;, n-, } Si%,�� C~_��.'� •i=•J-.�,' . FLOOD ZONE PERMIT (required if AE or VE zone) N/A k , PERMIT # BUILDING PERMIT 6 q /3 V it PLAN REVIEW FEE DRIVEWAY TIE IN FEE PARK LAND FEE - ZONE ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT MECHANICAL PERMIT I . , i S:\CPShnm\inspcWons\RFSFDWfrfAL INSP SFFELTmay 06.doc a...,,..a:.niC..:...:..w. .:.?4:, ..$.: ..„..b..,•:3 ... INSPECT C3N ... :..:...s:.. .. .. ;¢.rua.:,.:.2;.w.. pATE� ' :. .`i 3'., .:...:.. UI:sT s .:.....a< >.::e. IPISI'>AGTORs :. _.: �+.. �:,..\. ,.iih"•' RMAR + ";^< \\,� : sk > f�e�� tp� °t..,::a ii.� fir.,,. �.. � a: .... .k>.:.. , ....:.��`. ,��.n�u<3?a. FAXED: T POLE CONST ELEV CERT recv'd if in AE/Vzone FORM SURVEY WKI,514L UyC1 'Q vian appllRble6 --L - GROUND PLUMBING I R oo _ 0-p_ S / TION -p 5e 1 !Z-o%� Y -w / A R E�W ELl 1 SEWER ELEC UNDERGROUND (if applicable) GI Q I'Z.. �f a /F D C� e( y CGS rnn a Q�S U1 Scu� V� �AoID COVER-yP PGUL�'�-�-� ✓ la-II�09 1(-e^' ►n..-YL a...2tkl.4s ��x�es r�,1 l�-t TES cm /1-1 7d / s! - y,o Nv 4L ! 0 'Zk w -� B IC i f3 d 3 7,1140 SIDEWALKS _ 0 <L &A ✓ Io.�ti �9 ��, MAR —Io ^("w T- t-P aac ..bra ' aQ FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) FAXED: GAS FINAL FAXED: ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc. FINAL 4 /' t7 0 -e. 12 1} qctU (�Ir( � �1Q�L AJ / SICOLNHEAXS �SAR�NSP�T/SJ1010 41TIONSREM M /1C.liA.ta)a.Q-+ti 9t-.i.�-�-� / � - S�Q - 1{.-G�� l.� • N City of La Porte 604 W Fairmont Pkwy r La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** -------------------------------------=----------------------------------_=- Application Number . . . 09-00001344 Date 8/11/0912l Property Address . . . . . . 1 SYLVAN BEACH DR HCAD Number . . . . . . . . . 040-279-000-0060 Application type description FOUNDATION -SLAB Subdivision Name . . . . . . ABST 35 J HUNTER -' Property Use . . . . . . . . REAL RES SINGLE FAMILY Property Zoning . . . . . . . RES - MID DENSITY Application valuation . . . . 349700 Owner Contractor ------------------------ ------------------------ HARRIS COUNTY MYERS CONCRETE CONSTRUCTION PO BOX 3546 PO BOX 2928 HOUSTON TX 772533546 WIMBERLEY TX 78676 (512) 847-8000 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . WOOD FRAME (TYPE V) Occupancy Type . . . . . . UTILITY & MISCELLANEOUS Other struct info . . . . . FLOOD ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - FOUNDATION Additional desc . . SIDEWALKS,STEPS AND LIGHT POLE Permit Fee . . . . .00 Plan Check Fee .00- Issue Date . . . . 8/11/09 Valuation . . . . 349700 Expiration Date . . 2/07/10 ---------------------------------------------------------------------------- Special Notes and Comments T/S: 08/11/2009 01:22 PM PE_VICKIE - 1. APPROVED AS PER CITY APPROVED PLANS. 2. NO OTHER WORK INCLUDED ON THIS PERMIT. 3. CALL FOR INSPECTION BEFORE COVERING ANY WORK. 4. THIS PERMIT ONLY FOR LIGHT POLE - BASES AND SIDEWALKS. --------------------------------------------------------------------------== Fee summary Charged Paid Credited Due --------------------------------------------------------- -.. Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 )•3 i3 ---------- -- CQo� W .3 1571 0cjt y�ilo4 @ 311 Baildmg_ Ownees Name r I� a.r per APPLICATION City of La] 281-470-5073 Mechmiical T� Strad City Slit City ,Ftq :CE l?lum h�1892AUG 0 6�m �i�11 1 _ ♦ _ 7�a�I�O��`l��iijlSTiliFlu7 �lllu��o..�ar TRC =&Ration # on all now Single Family DwtMnP,s or nmodcls over $10.000 TRH r # Valuation: S `i I -7 Imm # Stogies ^� � Pa& g Oq I(V� Iad=ofBuD ' N Dato use ceased: �l N Common inl Bn�7dinP,a Plans fy-Fim Mmshel Approval N � Date ►� o a=ke&ApRvved for lssaence By. Date tl-it-a9 lot ��SpecielConditims A r.a.�J na <i c xy n!f?... enii"E.rZaJP...rtP%u jjz.r, CE:ceN .r. as n..y wnrlr O <<...r uof r.: lrcl.. J••., b�-r4,•a- p-.rr•„c^. _ Tomes '(� (C• nt Eu, - - Residrrtial driveway tio-in fee �1 Pmidand(New Res. Owl'): Zone # nr ry Fm ^� Pt�itNo. oq,1344 Permit FeewA��.J. CLp/C.en�rrtt J!,m lBn(heckFee: WM s S�Jtwnl6rs oPfi`� a•^i COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: = n NOTE'�IvIIb➢1v1UM CHARGE ON PERMIT(S) IS S20.00 _r , Description Charges Quantity Fees ._ rnxmrr r��Uri errs : ' O @ets, Marts, Lightsi&n $7.50 S7,50 Switches-(10-5'=F1atYfee) $3.00 Above Items (All Others) .60 each Clothes Washer/ Dryer S 2.00 each Range Receptacle S 3.00 each Cook Top'ot Oven $ 1.50 each A/C, Wmdow Unit Receptacle S 3.00 eacli Water Heater $ 3.75 each Dishwasher/Gwbage Disposal S 1.50 each Meter Loop & Service • (includes Temporiy cui-in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including Y. hp S 1.50 each i4 hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 350 each 50 hp and up S 450 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PER MUS NOTE: Iv nZMUM CHARGE ON PERMTT(S) IS $20.00 Description Charges Quantity Fees PERMTTISSUE FEE $15.00 S15.00 Fndures/Drains/I'raps $ 3.75 each , Sewer (New, Reps or Replacement) $ 7.50 each Septic Tank/Seepagd Pit/Drain Field $15.00 each War Heater S 3.75 each Gas Piping System (1-4 ordletr, flat fee) $-,7.50,1,• , Gas Piping System (over 4 on6lca-each) $ 150 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment S 7.50 each Repair/Alteration —Drain or Vent S 7.50 each Each Vacmrm Breaker/Backflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 225 each •Rrinsp6ction•Fee ,$35.00 each Total .10 .. r S:�CPShmellt.SPH(7I3f7N DIYLSIOTI 1BIdy PvmltAp0 Oda I Ii 0 A c �1 COMMERCIAL FLAN REVIEW COVER SHE..-, T (INTERNAL USE) ADDRESS: ! S yc v ^ 'A OWNER'SNAME:mcr- PROJECT TYPE: F NEW: ✓ ADDN: HCAD#: :O- Y J— 2 7 f- o u o COCO HTE LOC#: FLOOD ZONE: Y/N — SUB /DATE TURNED TIRZ ZONE? SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED (Applicable on Demo, Addn, or. Remodel) TAS (ADA) PROOF OF SUBMITTAL (Applicable to Comm. Or Ind.) F101 RESOL. APPLICABLE?: (If yes, permit cannot be issued.) F216-00-00 RESOL. APLE?: (If yes, permit cannot be issued.) FILL DIRT APPL/PE T CLEARING PE NEEDED? FLOOD PFYMT NEEDED?: W/S S APPLICABLE?: (If yes, figure fees. If no, use w/s form to explain why they are not.) TAXES UP TO DATE?: DATE OF REVIEW: Ob' /u C 9 INSPECTOR:y • M ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK (/ R c %? ,!k rAP - rS OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED 0$/n6/U/ -1li- P-% r4o%rci+ S:\CPSh=\INSPEC770N DTV SION\hWw6ow\COML PLAN REVEEW COVER SHEE AOC Rev. MAR08 CJ City of La Porte 604 W Fairmont Pkw. La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00001236 Date 7/22/09 Property Address . . . . . . 1 SYLVAN BEACH DR HCAD Number . . . . . . . . . 040-279-000-0060 Alternate Search Method . Application type description ELECTRICAL ONLY Subdivision Name . . . . ... ABST 35 J HUNTER Property Use . . . . . . . . REAL RES SINGLE FAMILY Property Zoning . . . . . . . RES - MID DENSITY Owner ------------------------ HARRIS COUNTY PO BOX 3546 HOUSTON TX 772533546 Contractor ------------------------ COMPLETE ELECTRICAL SERVICES 215 E MAIN LA PORTE TX 77571 (281) 474-4843 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 28 LIGHTS -- Permit Fee . . . . .00 Issue Date . . . . 7/22/09 Valuation . . . . 0 Expiration Date 1/18/10 Qty Unit Charge Per Extension 1.00 .0000 EA EL - OUTLETS,SWITCHES (1ST 5) .00 23.00 .0000 EA EL - OUTLETS, SWITCHES (OTHER) .00 ---------------------------------------------------------------------------- Special Notes and Comments T/S: 07/21/2009 02:52 PM PE_VICKIE - 1. CALL FOR INSPECTIONS BEFORE ANY WORK COVERED. 2. NO INSPECTIONS ON LIGHT STANDARDS UNTIL ENGINEERED LIGHT STANDARD DETAILS COMPLYING WITH 120 MPH WINDLOAD. 3. THIS PERMIT FOR ELECTRICAL WORK ONLY - ASSOCIATED WITH LIGHT STANDARDS. 4. THE CITY OF LA PORTE IS A - PARTICIPATING PARTNER IN THIS PROJECT, THEREFORE PERMIT FEE WAIVED. J --------------------------------------------------------------------------=- Fee summary Charged Paid Credited Due --------------------------------------------------------- )a Permit Fee Total .00 .00 .00 .00 )0 Grand Total .00 .00 .00 .00 )0 Signature of Contractor or Authorized Agent Approved by Building 0 ----------- -------- �� 2 Date or Authorized Agent Date J i'n PERMCr APPLICATION City of La Porte Fstablished 1892 281-470-5073 E]jraL // *Plumbing_ Bu lding_ Moche>vca 14,(Sec back of form) S,yLVA"1 ( �h �.J�f31.�L Lot Project Address Block: Subdivision: Ownces Name: r 7'- O,Ly b 0,, Phone: Address: cityzipSfred City Contactor Email address: F®r ConfactPerson:� TRf:C registra>ion # on all now Single Family Dwellings or remodels over Slo,() TRCC # Sq. Footage: # Stories Building Use: Describe wozjc 2(� �yNi s Vahr�on: DATE: APPIMANTS PORE CityUse Only ? iS L %5 kAtie rot twA Sq. Ft OOMPMIcY T 'W Flood Zono Class wodC ,� "S.aT Construction Tape Use Zone # Stories f �Perimg R n-_ Data use ceased: Iasi use of Burl Commarriat BmIdin Plans n(�l Fire Marshal Altluoc , Deto roll FoC _LAs Sx� 4s CL For �!� wocK C& Spocial Condifivns 7 F , r CoV+! � AI-0 j_dcn �r%prtf os ik$4 Srr%AjrrAr rA 1 K MPlyt �3 zo CIO, A- L AaR M 145k .r rA4J Ard Q 71 ,s Tines HCAD ]iesidantlel driveway tio-in fee: r�r �" PaddMX (New Res. Only): Zane # N b Fea r� P®itNo. OR- a 3 tp Permit Fee w r Au Plan Check Foe: , INWvy <,// I i Fmr EL,._C2ic_mL wof L- o..tLy /liSocl �� (axk L,Sl l- SrA.+dnc'S %'I1 C•1NY ol-- L..e ofl�c iJ Ptlt CrGlPh7'1':.1( Pf►17�1 tf 1-4 M%5 &tATS Ci I kcrej oCa •� 1' •1 • •' 71 ' 71i �1�� NOTE: MR4IMUM CHARGE ON PERMIT(S) IS S20.00 Description Charges Quantity Fees PERMIT ISSUE FEE S7.50 $L50 Outlets, Fh±xr,, Lights & Switches (I`5 — Flat foe) $ 3.00 3,ya Above Items (All Others) .60 each Clothes Washer/ Dryer S 2.00 each Range Receptacle S 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal S 1.50 each Meter Loop & Service (excludes Temporary cru-in) $15.00 each Temporary Saw Pole (IPole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including'/2 hp S 1.50 each 54 hp and less than 10 hp S 2.50 each 10hp&up to50hp $350each 50 hp and up S 450 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: mamfUM CHARGE ON PERwr(S) IS 520.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fbdures/Drains/Itaps S 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Soepagd Pit/Drain Field S15.00 each ,(;Wider Heater $ 3.75 each Gas,Piping'System (1-4 mdetr, flaffee) $ 7.50 Gas Piping System (over 4 oudea-eac/r) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment S 7.50,each Repair/Alteration—Drain or Vent $ 7-50 each Each Vacuum Breaker/Barkflow Pmtectibn Each One (1-5) $ 3.75 each Each One (Over 5) S 2.25 each Reinspection Fee S35.00 each _Total Is:1C? T1 D1vfS1ON1 v=fiwmgPamh Appi dda 11=.doe L., N9WbSTYA Txpt(M IOA(fOifalnrMwONIL'I Il +L:,vo�a m'4wo ummn.o ulum wo Am�Dp.l.�»~.,N.WN, .,Lr �No� TM w moor no moucnL NWa aDLYXa wW xarsarr .xP Wx�uHa NL. Wallw aaamwn mrsMLmx we wsrAum ' waw i�L .'�'r.Ao�'N.¢ i`uxa .i11oL�zLoo�aa n` mMwu�mpRm�nqu�ayY1G 4 /�1pMC. ((SWA M x.�RR�n�l14 VPONCMrMiLL ¢NCr IwP.A MY M P`V M12. 3 MN�"O�`ilndn as re�srr. nw' U 1^w � M¢ rrw e. aRi.Vl SA ev 0. a iF[1 IFweMvoaul m nxRME RL ..a mY\xl wlxa0 wo c14alIJ muaR o[.c1. A srR ry rvve us V 5a00 a0X -5- C CGMECl iO R AND PANEL RNCE 2- C T (NOTE 2) LEGEND -IILVNINATKM ASSEMBLY (ALT. Nn 2) w (15OW NH)(12 FT) Y SM SO CDNWR SI A (BASE BID) ® IXY1O1Ai IIVN NVY9En (BAY 0D) O PBCPOSED Fl%NRE NUYBEN (ALT . 2) (11�EIECIRICA4 GRWND BOX (BAY OD) o WROPOSED EIEcT WRtl BOX 5 HH __ a ' 4E � T5__________. . r — --�_. IF THET4Pf'ROVED PtAN� s=.:........ ........ r: ARE MODIFIED, A NEW SUBMITTAL y EDWARD F. BURKE , ```` ' ``, \ i HE Y s�.. 2W7q :�_; ^'� TOT CITY IS REQUIRED PRIOR 4 G� CISIER`... V `-- oNzrE= --- ------ TO THE CH&pp _� �,:r) -rin .� NG_. _ _,. ,IG PLAN NEW ® � THIS DNAWING IS COP `1 arm •d ED HLEF GMNT GE18W. LAD DR7CE a+wuc BBD1 Wog eB Rd. MVNI E1O18G[a1EP.aRECIp1{X/dNllE®BBIf BW1. 101 H lum 3) ql w noez s Lw (713)914B8a9 mUGHrM PLAN isoe-Ei0G __ _ o u .MMA lc Nn 2 N y 41WAA(M IS y 96Ii pWMY 11e 11AMM (RAi LAw SfM I5R un 2196 OI o w M0.2 150 W M L 4 MX2-1n 5 MB W11-0. .15 1IA 03 I." MA Iw W M L W MI -In S lW-el .15 N 1.w M16.9 I50 w M L /M M13-ln !IA ]W W-0. .15 G 2,♦0 Mx.x 139 W M L . M13-lri $A m X.15 OS Nw M3.1 I. W M L AY 012-1ri SU 7m lw- .I5 06 N4 1M2 1. BISI. M12-Iri SU MO WI-& A5 In NM zM9 M w ML. O`!I2-MxSI, mLw- .1 OS Nw M9.6 Iw W mt. Mlz-In 41. -OLKA5 W N♦0 n0.♦ 150 w M L MI MI2-12541 MB LW- .13 10 a00 M, Iw w M L w W12-1 S MB .15 n Nµ V17 M w L MI Mlx-ln S m -B .IS 12 x.M MSO Im W L M2 M13-li! 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DEL HB77R ALTERNATIVE No. 2 6 C4PUUIBOX I6 CKT LTG 15A ISA PANEL _ _ � 2 LIGHT POLE BASE AND FOUNDATION 416' C1 16 15 SEE DWG C102 (TYP) 6' PULL BOX 3 �BOX 5 26' _ YGLO'_ _ 60'_ _ 6Q'_ _ 6Q'_ _ 60._ 60_YELO'- _ 60_ _ 60'_ _YELO'—�8IS 8564 8281C•I •I 28 27 26 25 24 23 22 21 20 19 18 17 I I I C5 I I 18'I I O1 02 03 04 05 06 07 OB 09 10 11 12 13 14 I 53' 4 60'_ — I-1 6Q'_ _ je�o '_ — 60'_16LO.— — I —I 60'_ —lko,— — �(_60'_ — 60'_ —16LO'_ -- -- 60'_' 62'_OSD4O�Dl O C7 O 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. Trees Behind Shoreline Armoring Potential Lighting Y l 4�tT i. it_ l�sl: {r •;ram; •��.r�;�� J J�—J�JI.JI_�A Grasses Hardy Perennials Plan Section SYLVAN BEACH DESIGN CONCEPTS 111LUYICIIY vvivi cu Concrete T....... 0..L.i. A Qh. ,lines A,m,inn 611j, /i/, Bapkohe. D)R'b JULY 2003 um TEXAS GENERAL LAND OFFICE SYLVAN BEACH SHORELINE PROTECTION & BEACH NOURISHMENT HARRIS COUNTY, TEXAS PROJECT No.1114 JUNE 2008 •11I 1 ,.,ti �bo"•� T E X A 0 mm, SYLVAN BEACH tm arc \ACINTY MAP N.T.S. LOCATION MAP N.TS. DRAWING NO. DRAWING INDEX 1114-TIOO TITLE SHEET 1114-0100 EXISTING CONDITIONS 1114-C100 SITE LAYOUT 1114-0101 BARGE ACCESS AND DRAINAGE 1114-CIO2 ADA RAMP PLAN, SECTIONS AND DETAILS 1114-C200 SECTIONS AND DETAILS 1114-MOO SECTIONS AND DETAILS 1114-C30O CROSS SECTIONS - STA. 0+10 TO S+DD 1114-C301 CROSS SECTIONS - STA. 8+00 TO 11+00 1114-C302 CROSS SECTIONS - STA. 13+00 TO 17+05 COMMISSIONER JERRY PATTERSON GLO CONTACTS LOCAL SPONSOR CONTACTS DENNIS ROCHA STEPHEN BARR PROJECT MANAGER DIRECTOR - PARK h RECREATION DEPARTMENT ' 1700 NORTH CONGRESS AVE. CITY OF LA PORTE AUS IN. TEXAS 78701 1322 S. BROADWAY PHONE (512) 475-1412 IA PORTE. TEXAS T7572 FAX (512) 475-OBBD PHONE (281) 470-7275 FAX (281) 470-1361 MIKE GREER ASSISTANT GEN014L SUPOeTr NDENT OF PARKS HAIRS COUNTY NOTE THIS DOCUMENT IS RELEASED FOR REVIEW ON CLEAR LAKE PARK JUNE 11, 2008 UNDER AUTHORITY OF MARK E MAZOCH, 5001 NASA ROAD I P.E., #81099. IT IS NOT TO BE USED FOR CONSTRUCTION, SEABROOK, TEXAS 77586 PHONE (713) 326-5539 OR BIDDING PURPOSES. FAX (713) 326-3804 GLO DWG. N0: 1114—T100 SHEET No. 1 OF 10 SHEETS \ EMIING ROAD PARK AREA OPEN FIELD NOTES 1. UTILITY LOCATIONS ARE APPROXIMATIONS, ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OF DEPICTED, CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND REQUIRED TO CALL 'TEXAS ONE CALL: AT NOD-245-4545 PRIOR TO BEGINNING WORK 2. COORDINATES ARE BASED ON THE NITS STATION SYLVAN RM-2 PID: AW152'. N 134 B03,40-4.45, E 3,234.3042B, ELEV. 1164', TEXAS STATE PLANE COORDINATE SlSTM SOUTH CENTRAL ZONE, HAD 63 IN US FEET 3. ALL ELEVATIONS ARE EMSED ON NAVD68 VERTICAL DATUM 4. ALL DISTANCE AND BEARINGS ARE GRID B. SOUNDINGS WERE REPORTED ON 10-FOOT INTERVALS ALONG 7RANSECT LNES TRANSECT UNES ARE SPACED AT 100 FEET. 6. SOUNDINGS ARE REFERENCED TO NAV'BB USING THE NOAA TIDE GAUGE MORGAN'S POINT - 87706131. 7. SURVEY WAS CONDUCTED ON APRIL 15. 2006 BY LANDTECA CONSULTANTS, INC. IN ASSOCATION WITH NAISMRH MARNE SERVICES. TP37 - NAIL IN SHINER N: 13907730.54 ELEVATION o 14,61, ��--YY � 3235693.90 EXISTING ROAD EXISTING UNDERGROUND ELECTRICAL SUPPLY TO LIGHTS h METAL BUILDING OPEN FIELD -\ EXISTING FENCE O+DO 1+00 2+00 3+OD 4+00 5+DO 6+00 7+1)11 10I u TP34 - COTTON SPIND / ELEVATION= 9.59' 2 EXISTING 4' AND 1" N: 13507074. 4 WATER SUPPLY AND `—EXISTING E. 3235787.3 DRAM TO BAIT CAMP ASPHALT PARKING r;� �}* EXISTING METAL �r;L'r!'••� }��r - BUILDING a t v i• DETERIORATED, �� " � �i✓ '��' - x;�� '`� EXISTING BULKHEAD`•;4ti+. 4 0-____-__---- _ ____`_ _ _- _ „____ i . iq._ • , - ' T` ti 3 _____`------------------rcra_______--__,__________________________e,_____________________ - `---- ------- �------ _q __--- EXISTING CHAIN , TOP OF 11 5____________________EXISTING BERM LINK FENCE __-__.___5______________________ _S DETERIORATED. -- ------------ _-' EXISTING BULKHEAD ' ------------ EXISTING PIER -_____-____ 7_______________ ------------------- r I , r _ PLAN VIEW SCALE 1'� 60' `1 EXISTING ABANDONED PIER TOP OF EXISTING BERM NOTE: THIS DOCUMENT IS RELEASED FOR REVIEW ON JUNE 11, 2DO8 UNDER AUTHORITY OF MARK E. MAZOCH. P.E., 81D99. 1T IS NOT TO BE USED FOR CONS RUCTION, OR BIDDING PURPOSES. NOTES... UTILITY LWA71ONS ARE APPROXIWTIONS ENGINEERS ASSUMES NO RESPONSIBILITY FOR ACCURACY OF DEPICTED, CONTRACTOR WILL BE RESPONSSLE FOR LOCKING ALL UNDERGOUND UTILITIES AND REWIRED TO CALL JDAS ON CNN' AT 800-25"545 PRIOR TO 6EGNNING WORK. 2. COORDINATES ARE BASED ON THE NGS STATION -SYLVAN RM-2 PID: AW152. N 13. B0L. .45. E 3,234,304.34 ELEV. 1184', TEXAS STATE PUKE COORDPNTE SrSTD4 SOUTH CENTRAL ZONE. NAD 83 IN US FEET 3. ALL ELEVATIONS ARE BLED ON NAVDBB VERTICAL DATUM 4. ALL DISTANCE AND BEARINGS ARE GRID S. SCUNDINOS WERE REPORTED ON 10-FOOT INTERJALS ALONG TWJISECT LINES, TRANSECT LINES ARE SPACED AT 1C0 FEET. 6, SWNANGS ARE REFERENCED 70 MV88 USING THE NON 710E GLACE MORGAN'S PONT - 87706131. 7. SuWEY WAS CONDUCTED ON APRIL 15, 2005 BY LANDTECH CONSULTANTS, INC. IN ASSOCIATIDN WITH NASMTH MARNE SERVICE. 1+D0 STONE TO COVER END OF CCU I!•131OC1GG. 2+00 ___—_—_—__6____ a WMNm10 i OPEN FIELD 5+00 SEE DETAIL -TOP OF --_ EXISTING BERM SVAM LINE SUPPORT (4 LOC.), SEE DETAI _ W_ -6 PARK AREA ROPE do BOLLARD BARRIER RAILING. SEE DETAIL '—EXISTING ASPHALT PARKING N: E. PIER E-siurnuo - '�-_-- EXISTING PIER —__--_\_`\ \` -- \ OPEN FIELD BENCHES SEE W E�]t]AfSlO• � \ C I \ L \ \ " L \ 6„ c 9801 Westhelmer Rd. Suite 500 Houston, Texas 77042 (713) 914-6699 N: 13807730.54 E: 3235693.90 EXISTING FENCE ROPE k BOLLARD BARRIER RARING, SEE DETAIL C200 BERM EXISTING ABANDONED PIER PLAN VIEW a • v m SCALE 1'- Btl NOTE: THIS DOCUMENT IS RELEASED FOR REVIEW ON JUNE 11, 2008 UNDER AUTHORITY OF MARK E. MAZGCH, P.E., #81099. IT IS NOT TO BE USED FOR CONSTRUCTION, OR BIDDING PURPOSES. SITE LAYOUT �10. 2 NOTE I. CONTRACTOR SNALL PERFORM A MAGNETOMETER SURV ON AREAS PROPOSED FOR BARGE ACCESS CNMNEL DREDDWG PRWR Ta EEC,,,,G WP24 ALL PNELe.ES, UNDERZRCO D OB4RUC[JCNS, ETC.. RER' I WGLY TD AVOID D6NR[MNC[ OF SORTED MID ACCESS CNOS SNOB PPEUNES. RN—Z P@ AX1 A S7A VA RM-2 2 COORDIWSES ARE 145. ON THE NOS STATION OF EIEV. IIM, TD45 STAIF PVWE COORDNAT£ STSTd, IIM'.N E E O.NAD HUT RSOUTHOFNORM SHING PIER CEWrP4AS, 83.N FEET s. ALL a[vAnDN ARE R%SED ON NNVDBWB vVEE"CAL DATUM 4. ALL D6 ANCE AND SEMWGS ARE WO S. SOUNDINGS WERE REPORTED ON 10—EDDY M]ERJAS &MB TRANSECT LNES, TRANSECT LNES ME PLAN VIEW SPACED AT 10D FEET. G.AX REFERENCEDTOSWPNASSDO*M�OBM1fH. TIDE SU TEAK I SSUUURu GBY 1m � OI WSJ 115, ZOOS LAND�[E CCWJ, NO -r • v a v NMSIdIM UARIXE S CES. SCALE 7'— BD' _ FIELDPARK AREA � � OPEN FIELD --` \ 1OPEN EXISTING FENCE 0+00 1+00 2+00 3+00 4+00 5+00 6+OD 7+00 DO 1 3 00 17+:0 D TEMP Y S c AREA FOR SAND, STONE, 0OR qa p n Y "] w + II d fl �" � o TRAP Y S CKPI AREA FOR SAND, STONE, MATERIAL EXCAVATED iO � `D N d 1¢- F d / OR MATERIAL EXCAVATED LAND. REWIRES SILT m rn d EXISTING n N N rn N LAND. REQUIRES SILT I P HALT + G' STA 10+50 CE PERIM n dASP n {' PARKING REGRADE EASTING + .� SWALE AS REWIRED �' d _ -+%� .• I' .p5'.�"} '"� 1 'dyt', MJW -J,�`' F F J.. cy -Y� "; • • .�Y, �., , STA 3+50 T'EI } - In m "6` r-yt'i'a r�� . 'S,>;. :.a, • W EXISTING EL=4.8 FT ' METAL �" REROUTE 4' PVC do GRADE TO ' 1• PVC DRAIN AND BUILDING E705T1NG Cif WATER SUPPLY LINE, +•.. �'`" BURY 1.0 FT BELOW Sl4ALE DETERIORATED 0.=4.8 FT EXISTING BULKHEAD N SfR1 ry y+ 4 i'S µ�•. cV-7• • AJ GRADE GRADE TO DRAIN�TO _ _ - _ —_ _ .V _ _ __ r_ _ [---_ _ —_ _ _ __� — EXISTIING IbERM -- _ TOP OF I I• i- to - __ -_ ___ ___o. _ _ 1_- I o I I .• I I ETERIOffATED, I DETERIORATED, I I EXISTING _ - I- -----5-- __- ---- ---__ EXISTING BERId I I I la STORMWATER I L _. 1 I .. EXISTING BULKHEAD BUIXHEII(D wv°Bnx]ms o-ms°nalN I -- I. l x.lmvyvue _'- _ _ _ I N-neaysi°lu I o-Jru]1s«BJ e.)me.seeeJ T-77 _-_- ..I N N I 1 SEED SEE® n I SEE DETAIL [ J]9�tl•y I T4 I rlimeaom•o I I E_RJB°•J.bJB I I _- -_ __ wwnimnswm I I _ _ _ w1Jm]ecunu I I I %1Rxia °ieB i nttzn.r®i° . �E l ."[..1 I 7-tLo-l=J[»�w 1z •( ��J]IDLJ1Nr/[�7NR/>B/-L%� ////�/ N-LlODE111.65a° \\ \\xC-+At]iSNS]1)°1I'.l°Af\Wt�� I 2[.J_ S'O3l6bC• �_ZIh_]]_INYiL1161f / - ERr.J -IJS�S'SH1CwGi[]MI].o/�°b$Y C•_ / / /N/- JE-,sL.uJu LI[n�..]1..]EL!JMNl°],O°W°BSEO .1/,,x.�- •M'sPo'f]I �Y////%/�'IjJWE�WI1JJaGJ]°Bna)®DVu1R1)J.n°6I1i•Vt6T°1�PI A\ 1 %/T1I JL-yv J1_]J-BJL_,.W-�•, N[+.tL]0Y°]IM)L14!L!CGt /-/ /11IY II UF _!4N/-RTIZYOxm / 1EJl•EO [bSR1/ 1]!°K �i / E.aiseBnsB1E/ uaxm+soe / N.1JdIL312NM,�1 / \ �� \ `C Fa]6ffi6151 B23 • I N / / Y W IY11V]ST.1]S / d N-tIEOIIn.ADI } [.uss]wo°v o-J]JJNaaee wIJJ�f°ms / E-]L1G°MW°'+ w1JJm[.ssJml •-neoeJEasnn E-a]+..xuv o-Juxsl.aw / I ,o-1J.mssA.ms/ / EXISTNG PIER I C.]PyODLItA 1,-IFBJR°9D I [wJwn.°ln \ „-tJamvJl.•ml LIOEI9D11Y E-JSJBt•6ml• I :�m,°pp] I I I FvJ2bl095ND TEMPORARY 80' o •nvi•B]601.]]q_ / BARGE ACCESS 10 g I o-nJe.noll T x-IJBB]E[•.6C•1 CHANNEL (TYP) I I . 13� 3 IE•w°l°6°0l° G [.JnJN1]JR rtnmvcA]rcJ `x-1JE6!lBSB1N F-ab°JB.tlb To]J°°mmn I _ _ 1 � I p p3 C2D7 i/ LIMITS OF I EXISTING ABANDONE¢ PIER _ [ ]n.w[seJRmB=m ,1.1JLDA 5 E-961)°)WJ ]E-RyN].IIIBJ , TEMPORARY I DISPOSAL ' I AREA (TYP) I I • I I AREA x.1]!°TpIdIR x.1110]l3°FD] I wllN)•.9` .bYl F`�6. •,.. :I [.31JLSJxJ6lJ •-�]aOTieero�s� E �^--^�•n NOTE. THIS DOCUMENT IS RELEASED FOR REVIEW ON ewsslmlem N-lJ!°n0.).MB � 1J•1JdTJSLBJtl o-J]Jaxvmee JUNE 11. 200B UNDER AUTHORITY OF MARK E. MAZOCH, e P.E., #81099. ET IS NOT TO BE USED FOR S CONSTRUCTION, OR BIDDING PURPOSES. - °®m N v GENERALAND OFFICE L9801 e rARKNO Westhelmer Rd. "'� °° H gRH 6YLVANM%GH9XRW7 W16FCRlWIR�R �E "s`®'° Su11e 500 MEM NA E °Ep XBFBAR i 4M a /OB Holston, Texas 77042 (713) 914-6699 BARGE ACCESS AND DRAINAGE 0101 OMM R IDT TO ISSUE G�'J• FOR 0.D REVIEW °.Je A fIFEF K EXISTING ASPHALT PARKING LOT BOLLARD & ROPE RAILING ,,SEE DETAIL CRUSHED CONCRETES I ' PARKING TO WALKWAY RAMP J MAXIMUM SLOPE 1:21 SHORE PARALLEL WALKWAY SECTION PARKING TO WALKWAY A TYP. HIS DaSiM_ C /_SPWLLT PARKING i / I I NOTE: RE —INSTALL EXISTING PARKING SIGNS AS REQUIRED SECTION / 1 WALKWAY RAMP a TYP. NITS SOUTH OF NORTH OF FISHING PIER FISHING PIER 37'-0' � pp$T7NG ASPHALT PAR/KINGG 0 smua .. 9'-0' 9._0• CONCRETE WALKWAY E EX15T uETAI. E d�' BLDG 2� 27 _D.IF I — — I L • S.0 .+10 CONCRETE WALKWAY I +10 - - I I BOLLARD & B'-0' B'-0' 40'-0' ROPE RAILING 40'-0' MIN) (MIN) SRULAR CONCRETE WALKWAY PLAN VIEW ARMOR STONE PLACED TO ELEV +5.0 ANCHOR TOE OF CCU WITH GROUND ANCHORS ARMOR STONE PLACED TO ELEV. +5.0 ANCHOR TOE OF CCU WITH GROUND ANCHORS -u , ,r s SCALE 1'- 10' NOTE: THUS DOCUMENT IS RELEASED FOR REVIEW ON arm DUNE 11. 2008 UNDER AUTHORITY OF MARK E. MAZOCH, P.E., #61099. IT IS NOT TO BE USED FOR CONSTRUCRON. OR BIDDING PURPOSES womUO Sv ODDAL LAND OFFICE v P 98011 Msthelmer Rd. Sub 500 SYLVANB61g1MMMPt�lEClAWAMUMNI IM m V p�_9N1_ ,w{{, Houston, Texas 77D42 (713) 914-6699 �' �P°� �.1 N.NI P PLAN, SECTIONS & DETAILS w C102 EW IME FOR OLD REVIEW YY 0B/OB rm R L'91[ oB[p' 9QT O 1e 911RRIP 011 GBIE (CAST-M Olt uiE GEOnJORE AS FABPoC EPOS» PER Am:KILv CbIN£CTm TD FORK FOR NIALIMAT GROITT Fu m CCY'S CABLE SISTEY lN0 Cd T POUR FORM 1._y MIN SEAM CO'NECIDIIS PER MAT IVDiH YRNIUM NtOLND ARlxfli STDNE AND SNTIL`ilg RAQ.NQ ChNEC110N METHOD TO BE APMOISD AEItl1£ EXSSS QEOTExTRE 4'-0• r B-O' V-Q' Y-O' 1C-0- !Y E11dRCEl1 PI00R 10 PLACpIlIIT. AFTEI( �,LLNWAv MAS NREO. NQRBE0 STA 5 20 DN M Bi61MID C34 I BEG STA E SFE RTAA x BEG STA IM00 EID STA 11�X1 XTAI 1RAuNG SIIBMNTN. THIS BEG STA 1Bf20 ENO STA 1Bi99a SiElT REOIREC SEE DCTAR D — — — — — — — — — — — — — — — — — — ARMOR STONE D' ION 11N](HlSS \//\ -------------B\2 zf --------�D.G - YDVEN REVEIYFNT f,\� f ..\ F _ _ = (NAVD m) G[01ETE16E ARMli STtl6 SEE ffETsc 1a 1 �,Y;: Yi?' �... !i1 ".j� _r.ij O'-0•i wxv+¢QTEME DETAIL R°"� TR �m�PER — r — DETAIL WALKWAY -STONE REVETMENT 2 L WALKWAY - CCM TRANSITION (` i - — --- 7�- 1~ \�TlBQTrw CONNECTION NITS SHEETS ALCYt1ID CONCREI[ \ NTS q.e RUBSE TOE PROTECTIDN �BE�pFW ED AT GEOQ�EE a1 C e PREfA9i TFRYMATE AT ENO W NE w BELO! RECYCIEO CONCRETE SANG TMC 0 A g� TO s.IB RUBRIC FILL VOIDS SECTION ^ B'/FlIEER STONE faYRRF89VE aTRENOTN ARMOR STONE REVETMENT 'y ` a.xr r r ALL`ARR sAa TYR _ SL lu am-- lsr L"V—m-)— — — _ NTS _- �_Yuw acv.=aoSruw mZ — _ r G- )' I.--: - r _ 4' MIN THICK ;• _ ARMOR STONE ..1,-! rb• 1-1/C 1 HOLY S--G• 1 � - - ' �� 1' a a STRAND M So Ki 1 -0• ROPCIE1 - PRWICT CODE 1M THICI(-�_ 1-]-__ _ AChWEO •�•-• _ .: `.: •i ': .� Al. BY SILSDX ROPE _ "p„ydgles:' EFm OR(OT Dit APPRDIEO - • • ByyARDOES wTo suBsmunw CORE STONE 17 A N TOE PROTECTION �EXISTING GRADE .........A STONE WOVEN GEOTE)ETIL.E SAND TYPE I V-v SECTION J — GROIN CONTOXt CDNtl1ER BExa YODEL LOCATIONS) 4 TFG E1 By HETYP. ( O ) ROPE AND BOLLARD BARRIER RAILING VIDIri'1ldI1.S OR APPRbA9 S165RTIlI1C11 BARKER 3 Ruuwo/BENfj� QIE suT NTS PLAEVE CQiIEA BAN GN IISf OEDTQTRE AS FABIGC 110TE: EVERT VYdI SUI SIB `DRWMC FOR WNNWV.T SE; STA E BENCH 56C110O WTERI S CONCRETE PWR FORM NOR STA E B CND STA 9+20 RCIIUWED FOR iGATETBAUi ARWND /RYW 5101¢ AID NGRTN Al BENG1MA AND COVNECiYIN YElT10D. AFTER O6E5 HAS SET. SP STA Il+p END STA 16+20 - USE RDTL%IILE AS F T ALGYRRIY IDA IPAROV£D RAMP. 1C OR +'-0' S-0' r-0• AFTER ■MYJxAT HAS SET. FQRY FOR NAtIFORM CONCAFOR IEVETYA I.FNGIX A' Ylx nDlli CWNECiION TO .n._Q. CQHOTRE PW0. FORM GIFa FOR ONIE AN=N S At10 I'DR�E� RAMP AROUND IlO1T BTOVE AND AANT BE DTI E4ANSIp1 7Ym AND DARGC BEACH fGl) ROIOK 6RE55 OCDIlY11LL -0Wi M WDTH. KEATKEI F u ITTA.LE DIIRLNG ADVERSE AFTER RNXYIAT lEAa 6ET. YEATIrtR SRIRTTAL PEOi.BSQ FOR ENSNlFA'S At'IRMIL SAND TTPE O SAND TYPE E 1 1/1 m 2 2^ SEbI SEAM / mm SFl)1 — — — — — FLEVi+SC A'/L(MAY AND S, COICIYTE y`l'.t i x^'A� '�"i r' ` /_ _ �——I'I�DW �Ev� Imo]' BA2@ER RUUNn �1''. = MAw BB7 - T ✓;� �,� LM nv AN ,.r::,. .•t., ,_I I �'.' (uAw - � �� \ SEE SKETs 1 •.v'" •Y) L •YT ) F ) .. ANOD16 PEA •` A M L_ . �. .. ,.- 5' l ti i J E YNEFACTINER'S COtVVFRETE NALKIFAT RECOYIODATpN9 SEE SHECi C201 — J,fT.c — '��'''-'''jjj - •' 1~!T — — — —.— — — - i.4: ICCICtID CWCRCTC I — ..:. w..{'-'V'�' �aL` ��' •. 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NTS NTS WARKNO SsV GENNEMLAW OFFM �iL�-wo-mx µ 9801 Westhelmer Rd. mw - z 9YL1tlWEJ1G1&MAPOWMAMOHNGMM ImE ® Sulb 500 LARXiMMM Houston, Texas 77D42 ISSUE FOR GLO REVIEW I MY B/OB (713) 914-6699 NNYGW SECTIONS AND DETAILS 02DO Ir RCP n EL+SO' 4 GII ARMOR 3 a 41fF STONE RlVElM6.Ni OJl �1 p usrAu NAT cuAaD djN ,N� WATER PROOF PIPE _ Al PPE OUrtEi SEM SKIMMER ATIDN S O.D' MAL fM1Y DUN PIPE - - a CAST CWLRETE - -' -- - +YET 4r IDW— — — — — --=— '.r CEYDVABUZ m IRON DRAM DETAIL n STORMWATER OUTFALLS NTS 2 RM, LETIVENO-\ WARNINGI B1RUCTUREI8HDTOE9GNEDFOR PUBLIC ACCESS STAY OFT STRUCTURE IAVISOI LA ESTRUCTURA ND EFTA OsEITADA PARR EL ACCESO PUBLICO. NOTOCAR UCTURA, 1 LETI IDND ,DR�I ' A IOTA. WARNINGI NO LIFEGUARD ON DUTY. STRONG CURRENTS WAY BE PRESENT. SWUM AT YOUR OWN RISK IAVISOI No HAY GUARDIA DE SALVAVIDA& CORIUENTES MERTES PUEDBN BER PRESENTEE MADE EN SU PROPID RBESOO. NO UFCG1ARD SImaS 4 TDTA WHM PARa — Ir 1R' ss NMIi Ba lar 1D' SNw I11 BE SEEURAT OR HOPE wk9 PFE..EICJ. T A. I • I 1/4- AWMNUM SON yT II I.I r GALVANIZED PPE W1H CAP AT TOP GALVANIZED SAW SLOPE TO ORAN AWAY FROM FOOTDNO IN IiII III''i 1.�. DETAIL WARNING SIGNS ~ NTS V-s' CIA X T MINIMUM CONCFETE FOOTMG µ STIRRUPS r2 REOb) r-D' 1B'-C' T-O' /5 Ream AT 1'-D' O.Z. TOP AND BOTTOM EACH WAY 9'-O 6' RED TRIANDLE REFLECTOR BY ASERD OPTICS CORPS OR APPRDVED SSCORP RXM r SS PPE 3*- D. b4H TCP CAPPED — SS S'CM 11• .) '- _E• 21//22•A313 STARLESS STEELIFDCE Sint _ - 1, _„r fDDIpG GROIN STDNC f•J-11 DETAIL GROIN MARKER (TYP) NTS 1-1 /3 PVC / VENT NOLES DETAIL _ WALKWAY REINFORCING STEEL 1/4RADIUS TOOLED JOINTS 12' CONCRETE PATHWAY (4ON0 PSI) 1' ASPHALT EXPANSION JOINT AT 18' O.C. OR AS S!40WN ON PLAN PLANf�1 CONCRETE WALKWAY NTS b a RADIUS 1'-s' MAX 1' lSe1W EXPANSION JOINT AT 1B 0.a OR AS SHDWN ON PLAN J T TO BE SEALED MTH JGNT SEALANT 5/8- STEEL. SUP DOWELS D 1'-D- as (SEE NOTE) 1-3/4;WSHEO T- GRADE If TEMPORARY FILL �A BAY BDnOu' 1 �A%AW M SECTION TEMPORARY BARGE ~ ACCESS CHANNEL (TYP) NITS 2-1%' . 18' SS EYEROLT OR MANUFACTURER RECOMMENDED BOLT ¢ +D.D' ¢ +SD' va 4 EL OLD' —� ov a ¢ -SD' ..�-ryY-.m---, 12' " - PILE MAYBE PUSHED v OR KITED IRO ¢ -10A'-------- PLACE PROF4E DETAIL SWIM LINE ANCHOR NTS COMPACTED CRUSHED CONCRETE DETAIL NOT' 1) 8 DOWELS PER JT. FOR V WIDE PATHS PARALLEL TO TOP SURFACE CONCRETE WALKWAY 2) ONE ENO OF DOWEL TO BE ENCASED IN CAPPED PLASTIC SLEEVE EXPANSION JOINTS 3) PBovoE REAR CHNRS 0 D6' D.C. NTS 4) Ir CONQiETE WALX (4DOO PS) NOTE THIS DOCUMENT IS RELEASED FOR S) BRDDu FIMRi ACROSS wALX AS sHDWTM REVIEW ON DUNE 11, 200B UNDER AUTHORITY OF MARK E. MAZOCH, P.E., 081099. IT IS NOT TO BE USED FOR CONSTRUCTION, OR 9901� Suft 500 Houston, Texas 77D42 (713) 914-6699 SECTIONS AND DETAILS I40KIIyI♦ MATC11 EAST q1M NE BA56lL GRADE I 10 .. .. ................................................................................. ..................... 1p 10......... ............... ........................................................................... 10 ^ ^ 4 \ �1 _ I : 5 .. ....'. .... \. '__ ...�.I... ... •... .....'........'....... �...... .. .. .... .... 5 5 ....� — .. .... .... mil\ .... .... .... ................ .... ` IE-4.5 Fi ' 1:..� IE=4.5 FT� 't.. • • a. 't..i,..r..� F �•�. �i..••• :.4" L• . t...'.:: :�\ •,).'. ,:'r� .>•...I j., a'.i �\ `.1 ., j• fit' Z 1. Z Z o,:.. a _ �•_, Bu,o-;EAD : Ed O -10 LU -10 In -10 165 195 205 215 225 235 245 235 265 275 2m 295 SOS 175 165 195 205 215 225 235 245 255 255 275 265 295 305 STATION 2+00 t0.......... ................... BASELAIE ................................................. .. ... ....................... 10 I: IE-4.3 FT-� �s.v1": ..a. • , .• :' p. '4.. ^,' T • ' Z . I O .... .... .... ,.. .... .... 9JJQSAD In 165 125 205 215 225 235 245 255 265 275 266 295 305 STATION 1+00 STATION 0+10 1. COORDINATES ARE akSEO ON THE NOS STATION "SYLVAN R71-2 P . NV152'. N 13, 603,404.45, E 3,234,304.36, EIEV. IIW. TEAS STATE PANE COORDINATE SYSTEM. SOURI CENTRV. ZONE, NAD 93 PI US FEET 2. &L EIEVATIONS ARE BASED ON NAVD68 VERTIC.L DATUM 3. ALL DISTANCE AND BEARINGS ARE MO 4. SOUNDA'CS WERE REPORTED ON 10-FOOT INTERVALS ALONG TRANSEW LINES. TAANSECT UIFS ARE SPACED AT 100 FEET. S. SOUNDINDS ARE REFERENCED TO NAYn USING THE NOM TIDE GLACE MORWN'S POINT - 87706131. 6. 6DRVCY ,AS roNDuoim ON A9NL 15, ZOOS 8i LANOTECH WNSULTNTIS, I IN ASSOCATION M11H NABMiH M NE SERV,CES. i� STATION 5+00 BASni.. tD..................................I............................................................................. 10 _ _ I 5 .... .... ..\ ' ...... .... .... .... .... .... .... .... .... 5 tL IL r O Bun01El,O : -10 -10 176 1B5 195 205 215 225 235 245 255 265 275 265 295 305 STATION 4+00 BASELINE 10 ... .............................................. .......... ......... ......... ................ ......... 10 � 5 ....... \ `.. ...;.I...... :................'........•.................; .............. ..... 5 G Q _3 ......:. ..... ..:........ :......... .... ........ .........—`_.'.,,�i_•__•_'_'•`''__ -5 ti &9.106.AD W -1D -10 175 165 195 205 215 225 235 245 255 265 275 265 295 3D5 9801 Westhelmer Rd. Suite 500 Houston, Texas 77042 (713) 914-6699 NOTE: THIS DOCUMENT IS RELEASED FOR REVIEW ON JUNE 11. 2008 UNDER AUTHORTTY OF MARK E. MAZOCH, P.E., JOID99. IT IS NOT TO BE USED FOR CONSTRUCTION, OR BIDDING PURPOSES. .13foil* 1 tlt1�7: C] 44 t!-Q12 Wm C300 4 SW BASELINE BAS£LNE. 10 0 0 7 � J m I P 5 _ 5 ¢ ¢ 5 I 5 I z yG � IL L Kea] FT z° 0 z z 0 I D z z o o I L o 5 rl BDLI(HEAD � r`JW BDLgtEnD W - -10 tL -t0 - -tD `��4LLLL�iiIS!! 0 175 11M 195 303 315 235 115 345 255 365 375 ZBS 2H5 30.5 175 TBS 193 205 213 235 235 345 255 265 275 3d5 295 305 STATION 8+00 STATION 11+00 BASELINE i 5 5 I Z ° Z z 0 z z I 0 F 'Q rl rr BULKHEAD Ili-to lL r — _70 175 ISE 195 205 215 225 235 245 255 265 275 285 295 3D5 STATION 7+00 BASELINE 1D to _�2 Rf s I 5 tL z 0 ° z z z I F Q 5 5 auLr4.rEAo lL -10 -10 175 185 195 205 215 235 235 245 255 265 275 285 295 3Q6 STATION 10+50 BASELA�E I BASELNE ID — 10 tD 10 ° z z z ? ° z z 0 G _ p o 0 r F F Q 5 5 5 BULKKi W BUL14WEAD _ II--YY!! id-1D -10 -10 -10 175 185 195 205 215 225 235 245 255 265 275 2115 295 305 175 185 195 20S 215 225 215 245 255 265 375 285 295 305 STATION 6+00 STATION 8+50 1. CODRDPi13 I ARE B&5. ON THE NOS StATON 1W. RM-2 PtD AY/152' N I3 BD340E E 3ON NA 4.36, ELEV. DA', TEftAS STATE PLWE COORDINATE SYSTEM. SOUTH CEMPAL 20NE, NAD 61 W u5 FEET 3 ALL EIEVATIONS ME BASED ON µAV069 VERi1C& DATUM 5 ALL DSTMDE AND BEM NGS IRE GPoD C19IE; TMS DOCUMENT 5 RELEASEDN 4. SOUNDINGS WERE REPORTED ON 10-FOOT AQTHN &ONO TR ICT UNES TRMSECT UNES ME SPACED AT IN FEET. DUNE 2008 UNDER AUTHORITY OF M✓ [ MAZDCH, 5. SOUNDINGS ME REFERENCED TO MV88 ❑S N0 THE NOM T DE CUADE MORCAN'S PONT - 87 0 131 P.E., �of099 IT IS NOT TO 9E USED FORR 6. SuR WAS CONDUCTED ON MML 15 2005 1, ,,EjTEC, MNSUL119M INO N ASSOCUTIOIN WITH NAJSMfTH HAAINE SERJICES p�LW CONSTRUCT ON, OR MOO NG PURPOSES /�� [Uwm w. SSV A VFCING lb NLL VMNYiD IH 4 1,1 12 c� 9801 WesthelTner Rd. ssv KVANffiCHMffl �PRDMM8�CHNMI�f ®a WFTMB Al Sine 500 rNpT Houston Texas 77042 """ NIX CROSS 5• � • � C301 TId� ISSUE FOR GLD RENEW YM 6 6 (713) 91AIE699 '�+""'°" 6 STA. 8+00 TO 11+00 NEST aF 6 D BASELINE BASELINE 10.................................................................................................. I............ 10 10..................................I....... ................... .......................................... ......... 10 .-. .I .I 3 1 i' . • IE.4.1\17�`\\— -- ti<•. �•. .•,Y•y — ey.. .. L, :..', F \IE .'I�=� : 4L Z p .... .... .... .....I. :vy','4+;'�`, ,''r �:.4^Yxa :i `,� "•d v(; 0 Z Z D .... ..., _ .... ....— �.I. * 0 Z .I I. •, v`y ,.1 .. ^v•` '`v •l vy'}; 0 O .I I.' Q —5 ......'......... ......... .... ... .... .._—. —� .�.�---------i.1 _5 _5 .... .... .... .... ... .... .. f;.. Q Q f:.. Q �n -10 -10 LL�LL�11!! -10 -1D 175 195 195 205 215 225 235 245 2M 265 275 MRS 205 30S 175 1A5 195 MS 215 225 235 245 255 265 275 284 29S 305 STATION 14+05 RAM ME ......................................................................... 10 �I `.1`, --- BDUOtEAD J _1p '10 W 175 155 195 205 215 225 m 245 255 255 275 2B5 295 3O5 STATION 13+00 BASELNE ........ ........... .... ... ...... .. . .......... ..... ... 10 _ m 00 P J 5 \ I' S IE.aS FT� ��— -- �i., �'S'. .•o, ,. L. '4. `:; ~` •yt• Z .. rY,1 •� ti..l. 0 .I Q_5 .... .... .... .... ... . ....... r. r.•�r. r.r.r.—i:'r.=.-,=,'� -5 Q -10 -10 175 185 195 205 215 225 235 245 255 265 275 265 295 305 STATION 12+00 1. 000R WH ARE BLSED ON THE N STATION %'(LVAN W-2 PID: W152'. N 13. 803A04.45, E 3,234,304.36, ELEV. 1184. TEAS STATE PLWE CODRDWATE SYSTEM. SOUTH CENTRAL ZONE, NAD 85 IN US FEET 2 PLL ELEVATIONS ARE BASED ON IwD9B VEIiTGAL D41UM 3. ALL OLSTANCE AND BEARWOS ARE MD 4. SOUMNNOS WERE REPORTED ON 1D-FOOT HTIM 1S A1DNG TR EDT LAIES. TRANSEDT LNES A E SPME➢ Al 1W FEET. 5. S011NDW05 ARE REFERENCED TO NAV88 USNC TIf NOM DOE CUAGE UOMM'S POWT - 87706131. 6. SU WAS CWOJCIED ON PP(DL 15, 2D06 BY LM 1>1 CCNSOLTANTS. INC. IN ASOOWION WnH NA6UTfH WRNS SERNCES. o Zzwm ISSUE FOR m RENEW STATION 17+05 BASELINE 10................................................. ............ .............. 10 ................................. m I ......... .... .... .... .... .... .... .... .... 5 a v d♦ F . .. .... .... ... ...;.:...... ... F _5 --- --------- - - - - - - -- -5 pIFAD J W - p -/D W 175 185 125 205 215 225 2I5 245 255 255 275 285 29S 305 STATION 16+00 BASELNE.........._ 10 ...:...........:..................:I .::.............................. _........................ 10 ^ m I BUUI EAD . W _10 -10 175 165 195 205 215 =5 235 245 255 265 275 285 295 305 STATION 15+05 9801 WasthelmeF Rd. Su@B 500 Holston, Texas 77042 (713) 914-6599 `Sv my MEM rm� 9N99�0 9N9 R/(tl RQM THIS DOCUMENT 1S RELEASED FOR RE V DN DUNE 11. 20,08 UNDER AUP*RTh' OF MARK E. N-2 H, P.E., #81099. IT IS NOT TO BE USED FOR CONSTRUCTION, OR BIDDING PURPOSES. CROSS SECTKW STA.13+00 TO 17+05 C302 A<V A ,-"talk- a91,z O �. ff W; September 25, 2009 Mr. Dwayne Menager City of La Porte Inspection Division 604 West Fairmont Parkway La Porte, Texas 77571 Subject: Sylvan Beach Shoreline Protection and Beach Nourishment Project - Concrete and Rebar Inspection Mr. Menager, to This is to certify that representatives from URS Corporation have performed rebar and concrete placement inspection of concrete walkways and bollard foundations placed until 9/4f2009, approximately Sta. No. 6+50 to Sta. No.,9+50 shown on drawings. Inspections of reinforcements and concrete placement for concrete walkways and bollard foundation have complied with the project specification and drawings submitted with the City of La Porte for permitting. Concrete tests were performed by the contractor's QAQC representative during concrete placement and test results for concrete tests are not yet completed or received. We have included the photd taken during our site inspection of rebar placed prior to concrete placement and photos of actual concrete placement. If you should have any questions, or require additional information, please contact us. Sincerely, URS CORPORATION Reg. No. 3162 TX (1 HP Enclosure URS Corporabon 10550 Richmond Avenue, Suite 155 Houston, Texas 77042 Tat 713.914.6699 Fax: 713.789.8404 www.urscorp.com J. PATEL i96 .� Fs : cr....�, G\�.ir t%;;Op"6N r�- - � _ a., _- � ��.r /- �!.� . )�.� ..' ,, ��.- _ .c ' �-:. _,= -�"� „�.- ;�„"`. � ! _Z : � • wr� e . ST 1 :rr i_ .✓✓.may Y ` •, * w-'. Ayr.. ppppWQ. Page 1 of 5 Menager, Dwayne From: Mark_Mazoch@URSCorp.com Sent: Tuesday, July 21, 2009 2:50 PM To: Manager, Dwayne Cc: Barr, Stephen; Bradley, Scott; Huber, Mark; ken@lestercontracting.com; Sagi_Koborsi, P.E. Subject: RE: FW: Sylvan Beach restoration project Attachments: pic25822.gif Thank you 1 will pull together the documentation for the foundation for the light standard and work with the contractor to get the information from the lighting vendor. PLEASE NOTE THE URS HOUSTON OFFICE HAS MOVED NEW ADDRESS (Effective April 20, 2009) 10550 Richmond Avenue, Suite 155 Houston, Texas 77042 Regards, Mark E. Mazoch, PE (Texas) URS Corporation - Houston Office 10550 Richmond Avenue, Suite 155 Houston, Texas 77042 8 Direct:713-914-6456 8 Mobile:281-224-2866 1 Fax:713-789-8404 ® mark_mazoch@urscorp.com PRIVILEGED AND CONFIDENTIAL Thise-mail and any attachments contain URS Corporation confidential information that maybe proprietary or privileged, If you receive this message in error or art not the intended recipient, you should not retain, distribute, disclose or use any of this information and you should destroy the a -mail and any attachments or copies. � "Menager, Dwayne" <MenagerD@laponetx.gov> "Menager, Dwayne" To"Barr, Stephen" <BarrS@laportetx.gov>, "Huber, <MenagerD@laportetx.gov> Mark" <HuberM@laportetx.gov> cc"Sagi_Kohorsi, P.E." 07/21/2009 02:45 PM <Sagi_Koborsi@URSCorp.com>, "Mark Mazoch, P.E." <mark_Mazoch@urscorp.com>, "Bradley, Scott" <B rad IeyS@laportetx.gov>, <ken@I estercontracti ng.com> SubjectRE: FW: Sylvan Beach restoration project Stephen, We will issue the permit for the electrical associated with the light standards, Complete Electric will have a copy of the 7/21/2009 Page 2 of 5 approved electrical plan with the issued permit. Please see the special notes and conditions addressing the light standards as to there will be no inspections on the light standards until we have received / approved the light standard plans engineered to meet the 120 MPH wind load. I will call Bob Steadman with Complete Electrical and advise him the electrical permit is ready to be released. Dwayne Manager From: Barr, Stephen Sent: Tuesday, July 21, 2009 11:12 AM To: Menager, Dwayne; Huber, Mark Cc: Sagi_Koborsi, P.E.; Mark Mazoch, P.E.; Bradley, Scott; Ken Lester (ken@lestercontracting.com) Subject: RE: FW: Sylvan Beach restoration project Hello Dwayne/Mark Okay, I guess my question would be, can we get a provisional electrical permit to install the associated electrical work, so the contractor can do that (i.e. install conduit) while we wait for a submittal from the contractor to the TGLO for the light standards, etc.? I believe you have the plans for conduit, # of standards & fixtures, as well as loading capacities, for the project already... Once we get the submittals for light standards and loading capacities, can we then issue a final permit for wind loading? Just trying not to delay the process of installation any more than is necessary. Thanks in advance for your assistance Stephen From: Menager, Dwayne Sent: Tuesday, July 21, 2009 10:15 AM To: Barr, Stephen; Bradley, Scott Cc: Huber, Mark Subject: RE: FW: Sylvan Beach restoration project Stephen, I visited with Mr. Huber this morning on the project and the information you have provided, and it has been determined that we will only review, permit and inspect the light poles and associated electrical installation. We will be able to issue the electrical permit and commence inspections once we have received the engineered plans for the light standards meeting a minimum of a 120mph wind load. Respectfully, Dwayne Manager From: Barr, Stephen Sent: Monday, July 20, 2009 9:26 AM To: Menager, Dwayne; Slaton, Rodney; Bradley, Scott Cc: Tletjens, Tim; Lee, Peggy; Wilmore, Debbie; Huber, Mark; Sagi_Koborsi, P.E. Subject: RE: FW: Sylvan Beach restoration project Hello All In answer to your inquiries below, please accept the following 7/21 /2009 Page 3 of 5 This project is a joint venture project between the Texas General Land Office, the City of La Porte, and Harris County. The City of La Porte is the Project Match Partner; the City of La Porte and Harris County have actually contributed money toward the project, and, while the Texas General Land Office is listed on the U.S. Army Corps of Engineers permit as the "Owner", the project is located on property owned by Harris County. I have attached a Scope of Work which outlines the extent of the project. There are no structures to be built that would require permitting. To my knowledge, the only required inspection for this project would be possibly the concrete walkway and definitely the electrical work. Reference in the Sequence of Work, to "barge channels", can be disregarded. The sand for this project will be trucked in, not brought in on barges. The Texas General Land Office, as Project Administrator, inspects the work on a regular basis to assure compliance with the plans and specifications. In addition, Mr. Koborsi of URS, is responsible for review and monitoring of the project relative to the engineering and permitting through USACE. Although permitting of specific portions of the project (i.e. electrical), from the City of La Porte are required, any additional inspections by the City of La Porte would seem to be redundant. Of course, you are welcome to inspect any portion you see fit, from your broader perspective. Please see my previous email regarding the electrical documentation for light standards that I sent to Mr. Koborsi with URS, our engineer for the project. I have a set of bid plans and specifications in my office for the entire project that is available for your review; if you need to see that set I will be happy to share it with you. We will be receiving an "as built" set of plans from the contractor upon completion of the project, which is expected to be in December 2009. Let me know if there is additional information needed. Best regards, Stephen From: Menager, Dwayne Sent: Thursday, July 16, 2009 9:37 AM To: Barr, Stephen; Slaton, Rodney; Bradley, Scott Cc: Tletjens, Tim; Lee, Peggy; Wilmore, Debbie; Huber, Mark Subject: RE: FW: Sylvan Beach restoration project We will need additional information on this project for plan review and inspections. Please see comments below. • Provide a complete detailed scope of work. . To what extent are we involved in this project? (The City of La Porte) • What other inspections will be required from the city on this project? . The electrical plans provided do not have any engineered light standards or details for the poles/ bases to meet the 120 MPH wind load? Typically if we are doing the electrical inspections for the light poles we will also perform plan review and inspections on the light standards. Respectfully, Dwayne Menager Inspections' 7/21 /2009 Page 4 of 5 From: Barr, Stephen Sent: Wednesday, July 15, 2009 1:39 PM To: Menager, Dwayne Cc: Bradley, Scott Subject: FW: FW: Sylvan Beach restoration project Hello Dwayne, Here are the electrical drawings for the Sylvan Beach Shoreline project, for your review. The project is being administered by the Texas General Land Office, the City of La Porte is the Project Match Partner; the project itself is on property owned by Harris County, however the TGLO is listed as the Project Owner... the Project address, as designated by the U.S. Army Corps of Engineer's permit #23069, is "1 Sylvan Beach Drive". Please let me know if there are additional questions... thanks for your help on this! Regards, Stephen From: Sagi_Koborsi@URSCorp.com [mailto:5agi_Koborsi@URSCorp com] Sent: Wednesday, July 15, 2009 1:26 PM To: Barr, Stephen Cc: Bradley, Scott; Chris_Levitz@URSCorp.com Subject: Re: FW: Sylvan Beach restoration project Here ya go... Sagi Koborsi URS Corporation 10550 Richmond Avenue, Suite 155 Houston, TX 77042 (D):713-914-6380 (F):713-789-8404 (See attached file: Texas GLO Sylvan Beach Shoreline Protection and Beach Nourishment (CEPRA Project 1404) Drawings_Elec.pd)9 This c-mail and any attachments conoin URS Corporation confidential information that maybe proprietary or privileged. If you receive this message in error or arc not the intended m6picnt, you should not retain, distribute, disclose or use any of this information and you should destroy the a -mail and any attachments or copies. "Barr, Stephen" <BarrS@laportetx.gov> "Barr, Stephen" "Bradley, Scott" <BarrS@laportetx.gov> To<BradleyS@laportetx.gov> "Sagi_Koborsi, P.E." 07/15/2009 09:34 AM cc<Sagi_Koborsi@URSCorp.com> FW: Sylvan Beach restoration Subjectproject Scott, can you get a set of plans over to inspections for the Sylvan Beach Project, please? I would have 7/21 /2009 Page 5 of 5 thought that the electric company would have brought a set of plans with him to apply for the permit Sagi can get us a set of electrical plans... that's all they should need. Thanks, Stephen From: Menager, Dwayne Sent: Tuesday, July 14, 2009 5:04 PM To: Barr, Stephen; Slaton, Rodney Cc: Tietjens, Tim; Wilmore, Debbie; Huber, Mark Subject: Sylvan Beach restoration project Importance: High Project: Sylvan Beach Restoration Project. Bob Steadman with complete electric came in this afternoon and applied for an electrical permit for the sylvan beach restoration project. What is the address for the project? Who is the owner? The electrical permit identified the General Land Office Is this under ourjurisdiction and control for permitting and inspections?? If yes we have not received a certified site plan or any construction plans for review concerning this project. Any information on this project will be helpful. Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerd@laportetx.gov 7/21 /2009 Page 1 of 5 CITY i Menager, Dwayne. COPY t From: Menager, Dwayne Sent: Thursday, August 06, 2009 5:06 PM To: Barr, Stephen; Huber, Mark Cc: 'Sagi_Koborsi, P.E.'; 'Mark Mazoch, P.E.'; Bradley, Scott; 'Ken Lester (ken@lestercontracting.com)'; marci@myersconcrete.com Subject: RE: FW: Sylvan Beach restoration project Importance: High Good Afternoon Gentlemen, Meyers Concrete has submitted plans for the proposed sidewalks, steps and light pole bases, unfortunately we are still waiting on the engineered light pole standards meeting the 120 mph wind load. The concrete work permit which includes the light pole bases is on hold until we receive the standards; also provide details on the lights themselves as height, UL listing etc.... Are these light assemblies on the walk path low to the ground or are they on pole bases? Please clarify. Respectfully, Dwayne Manager Chief Inspector 281-470-5070 From: Barr, Stephen Sent: Tuesday, July 21, 2009 4:40 PM To: Menager, Dwayne; Huber, Mark Cc: 'Sagi_Koborsi, P.E.'; 'Mark Mazoch, P.E.'; Bradley, Scott; 'Ken Lester (ken@ lestercontracdng.com)' Subject: RE: FW: Sylvan Beach restoration project You DA MANI O From: Menager, Dwayne Sent: Tuesday, July 21, 2009 2:45 PM To: Barr, Stephen; Huber, Mark Cc: 'Sagi_Koborsi, RE.'; 'Mark Mazoch, P.E.'; Bradley, Scott; 'Ken Lester (ken@lestercontracting.com)' Subject: RE: FW: Sylvan Beach restoration project Stephen, We will issue the permit for the electrical associated with the light standards, Complete Electric will have a copy of the approved electrical plan with the issued permit. Please see the special notes and conditions addressing the light standards as to there will be no inspections on the light standards until we have received / approved the light standard plans engineered to meet the 120 MPH wind load. I will call Bob Steadman with Complete Electrical and advise him the electrical permit is ready to be released. Dwayne Menager 8/6/2009 Page 2 of 5 From: Barr, Stephen Sent: Tuesday, July 21, 2009 11:12 AM To: Menager, Dwayne; Huber, Mark Cc: Sagi_Koborsi, P.E.; Mark Mazoch, P.E.; Bradley, Scott; Ken Lester (ken@lestercontracting.com) Subject: RE: FW: Sylvan Beach restoration project Hello Dwayne/Mark Okay, I guess my question would be, can we get a provisional electrical permit to install the associated electrical work, so the contractor can do that (i.e. install conduit) while we wait for a submittal from the contractor to the TGLO for the light standards, etc.? I believe you have the plans for conduit, ft of standards & fixtures, as well as loading capacities, for the project already... Once we get the submittals for light standards and loading capacities, can we then issue a final permit for wind loading? Just trying not to delay the process of installation any more than is necessary. Thanks in advance for your assistance... Stephen From: Menager, Dwayne Sent: Tuesday, July 21, 2009 10:15 AM To: Barr, Stephen; Bradley, Scott Cc: Huber, Mark Subject: RE: FW: Sylvan Beach restoration project Stephen, I visited with Mr. Huber this morning on the project and the information you have provided, and it has been determined that we will only review, permit and inspect the light poles and associated electrical installation. We will be able to issue the electrical permit and commence inspections once we have received the engineered plans for the light standards meeting a minimum of a 120mph wind load. Respectfully, Dwayne Menager From: Barr, Stephen Sent: Monday, July 20, 2009 9:26 AM To: Menager, Dwayne; Slaton, Rodney; Bradley, Scott Cc: Tietjens, Tim; Lee, Peggy; Wilmore, Debbie; Huber, Mark; Sagi_Koborsi, P.E. Subject: RE: FW: Sylvan Beach restoration project Hello All In answer to your inquiries below, please accept the following: This project is a joint venture project between the Texas General Land Office, the City of La Porte, and Harris County. The City of La Porte is the Project Match Partner; the City of La Porte and Harris County have actually contributed money toward the project, and, while the Texas General Land Office is listed on the U.S. Army Corps of Engineers permit as the "Owner", the project is located on property owned by Harris County. 8/6/2009 Page 3 of 5 I have attached a Scope of Work which outlines the extent of the project. There are no structures to be built that would require permitting. To my knowledge, the only required inspection for this project would be possibly the concrete walkway and definitely the electrical work. Reference in the Sequence of Work, to "barge channels", can be disregarded. The sand for this project will be trucked in, not brought in on barges. The Texas General Land Office, as Project Administrator, inspects the work on a regular basis to assure compliance with the plans and specifications. In addition, Mr. Koborsi of URS, is responsible for review and monitoring of the project relative to the engineering and permitting through USACE. Although permitting of specific portions of the project (i.e. electrical), from the City of La Porte are required, any additional inspections by the City of La Porte would seem to be redundant. Of course, you are welcome to inspect any portion you see fit, from your broader perspective. Please see my previous email regarding the electrical documentation for light standards that I sent to Mr. Koborsi with URS, our engineer for the project. I have a set of bid plans and specifications in my office for the entire project that is available for your review; if you need to see that set I will be happy to share it with you. We will be receiving an "as built' set of plans from the contractor upon completion of the project, which is expected to be in December 2009. Let me know if there is additional information needed. Best regards, Stephen From: Menager, Dwayne Sent: Thursday, July 16, 2009 9:37 AM To: Barr, Stephen; Slaton, Rodney; Bradley, Scott Cc: Tietjens, Tim; Lee, Peggy; Wilmore, Debbie; Huber, Mark Subject: RE: FW: Sylvan Beach restoration project We will need additional information on this project for plan review and inspections. Please see comments below. • Provide a complete detailed scope of work. • To what extent are we involved in this project? (The City of La Porte) • What other inspections will be required from the city on this project? • The electrical plans provided do not have any engineered light standards or details for the poles/ bases to meet the 120 MPH wind load? Typically if we are doing the electrical inspections for the light poles we will also perform plan review and inspections on the light standards. Respectfully, Dwayne Manager Inspections From: Barr, Stephen Sent: Wednesday, July 15, 2009 1:39 PM To: Menager, Dwayne Cc: Bradley, Scott Subject: FW: FW: Sylvan Beach restoration project 8/6/2009 Page 4 of 5 Hello Dwayne, Here are the electrical drawings for the Sylvan Beach Shoreline project, for your review. The project is being administered by the Texas General Land Office, the City of La Porte is the Project Match Partner; the project itself is on property owned by Harris County, however the TGLO is listed as the Project Owner... the Project address, as designated by the U.S. Army Corps of Engineer's permit #23069, is "1 Sylvan Beach Drive". Please let me know if there are additional questions... thanks for your help on this) Regards, Stephen From: Sagi_Koborsi@URSCorp.com[mailto:Sagi_Koborsi@URSCorp.comj Sent: Wednesday, July 15, 2009 1:26 PM To: Barr, Stephen Cc: Bradley, Scott; Chris_Levitz@URSCorp.com Subject: Re: FW: Sylvan Beach restoration project Here ya go Sagi Koborsi URS Corporation 10550 Richmond Avenue, Suite 155 Houston, TX 77042 (D): 713-914-6380 (F):713-789-8404 (See attached file: Texas GLO Sylvan Beach Shoreline Protection and Beach Nourishment (CEPRA Project 1404) Drawings_Elec.pdfi This e-mail and any attachments contain URS Corpomlion confidential information that may be proprietary or privileged. If you receive this message in eror or am not the intended mcipient, you should not retain, distribute, disclose or use any of this information and you should destroy the c-mail and any attachments or copies. v "Barr, Stephen" <BarrS@laportetx.gov> "Barr, Stephen" To"Bradley, Scott" <BradleyS@laportetx.gov> <BarrS@laportetx.gov> cc"Sagi_Koborsi, P.E." <Sagi_Koborsi @U RSCorp.com> 07/15/2009 09:34 AM SubjectFW: Sylvan Beach restoration project Scott; can you get a set of plans over to inspections for the Sylvan Beach Project, please? I would have thought that the electric company would have brought a set of plans with him to apply for the permit... Sagi can get us a set of electrical plans... that's all they should need. 8/6/2009 Page 5 of 5 Thanks, Stephen From: Menager, Dwayne Sent: Tuesday, July 14, 2009 5:04 PM To: Barr, Stephen; Slaton, Rodney Cc: Tietjens, Tim; Wilmore, Debbie; Huber, Mark Subject: Sylvan Beach restoration project Importance: High Project: Sylvan Beach Restoration Project. Bob Steadman with complete electric came in this afternoon and applied for an electrical permit for the sylvan beach restoration project. What is the address for the project? Who is the owner? The electrical permit identified the General Land Office Is this under our jurisdiction and control for permitting and inspections?? If yes we have not received a certified site plan or any construction plans for review concerning this project. Any information on this project will be helpful. Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerd@laportetx.gov 8/6/2009 Page 1 of 6 Manager, Dwayne From: Chris_ Levitz@URSCorp.com Sent: Friday, August 07, 2009 9:06 AM To: Manager, Dwayne; Huber, Mark Cc: Elizabeth_ Brown@URSCorp.com; Sagi_Koborsi@URSCorp.com; Mark Mazoch, P.E.; Bradley, Scott; ken@lestercontracting.com; maroi@myersconcrete.com Subject: Re: Fw: Sylvan Beach restoration project Attachments: pic24618.gif; ASI #3.pdf; Lighting2-27-09.pdf Dwayne, I have attached the approved lighting submittal and also an ASI that URS will be submitting to Lester. The ASI documents that the lighting foundation was designed for at least 130 mph wind loads. The lighting submittal shows all of the component's specs and that our pole, fixture and arm exceed 120 mph wind load requirements. The Architectural Area Lighting specs are a bit confusing on how to check the wind load standards (I checked with the supplier on how to calculate it), so feel free to call me and I can explain the calculation process. If you need anything else, please let me know. (See attached file: ASI #3.pdi(See attached file: Lighting_7-27-09.pdfi G.e.a ac't.r4, grrT u-0 / Ut25 C�V,ezaf. v l0ru4bl., -TY Ovw,d 713- 914- L353 Coif 281- 384- 7500 This e-mail and any attachments contain URS Corporation confidential information that may be proprietary or privileged. Ifvou receive this message in error or are not the intended recipient, you should not retain, distribute, disclose or use any of this information and you should destroy the a -mail and any attachments or copies. Sagi Koborsi/Houston/LWCorp Sagi Kobo rsi/HoustonAWCorp 08/07/2009 08:12 AM Sagi Koborsi URS Corporation 10550 Richmond Avenue, Suite 155 Houston, TX 77042 (D):713-914-6380 (F):713-789-8404 ToChris Levitz/Houston/URSCorp@URSCorp, Elizabeth Brown/Houston/URSCorp@URSCORP cc SubjectFw: Sylvan Beach restoration project CITY COPY This e-mail and any attachments contain URS Corporation confidential information that may be proprietary or privileged. If you receive this message in error or arc not the intended recipient, you should not retain, distribute, disclose or use any of this information and you should destroy the e-mail and any attachments or copies. Forwarded by Sagi Koborsi/Houston/URSCorp on 08/07/2009 08:12 AM ---- "Barr, Stephen" To"Menager, Dwayne" <MenagerD@laportetx.gov>, <BsrrS@laportetzgov> "Huber, Mark" <HuberM@laportetx.gov> 8/7/2009 Page 2 of 6 08/07/2009 07:45 AM cc"Sagi_Koborsi, P.E." <Sagi_Koborsi@URSCorp.com>, "Mark Mazoch, ' P.E." <mark mazoch@urscorp.cwm>, "Bradley, Scott" <B rad IeySQlaportetx.gov>, <ken@lestercontracting. com>, <marc i@myersconcrete.com> SubjectRE: FW: Sylvan Beach restoration project Hello All, Mark Mazock told me that we are using the exact same standards as the ones specified for the Town Square project (same engineering firm, URS); if they have submitted theirs, and we can match up model numbers, that may save all of us some time... if not, then Sagi and company will have to get those submitted for us... O Stephen From: Menager, Dwayne Sent: Thursday, August 06, 2009 5:06 PM To: Barr, Stephen; Huber, Mark Cc: 'Sagi_Koborsi, P.E.'; 'Mark Mazoch, P.E.; Bradley, Scott;'Ken Lester (ken@lestercontracting.com)'; marci@myersroncrete.com Subject: RE: FW: Sylvan Beach restoration project Importance: High Good Afternoon Gentlemen, Meyers Concrete has submitted plans for the proposed sidewalks, steps and light pole bases, unfortunately we are still waiting on the engineered light pole standards meeting the 120 mph wind load. The concrete work permit which includes the light pole bases is on hold until we receive the standards; also provide details on the lights themselves as height, UL listing etc.... Are these light assemblies on the walk path low to the ground or are they on pole bases? Please clarify. Respectfully, Dwayne Menager Chief Inspector 281-470-5070 From: Bar, Stephen Sent: Tuesday, July 21, 2009 4:40 PM To: Menager, Dwayne; Huber, Mark Cc: 'Sagi_Koborsi, P.E.'; 'Mark Mazoch, P.E.; Bradley, Scott;'Ken Lester (ken@lestercontracting.com)' Subject: RE: FW: Sylvan Beach restoration project You DA MAN! O From: Menager, Dwayne Sent: Tuesday, July 21, 2009 2:45 PM To: Bar, Stephen; Huber, Mark Cc: 'Sagi_Koborsi, P.E.'; 'Mark Mazoch, P.E.; )' Bradley, Scott;'Ken Lester (ken@lestercontracting.com Subject: RE: FW: Sylvan Beach restoration project Stephen, 8/7/2009 Page 3 of 6 We will issue the permit for the electric4l associated with the light standards, Complete Electric will have a copy of the approved electrical plan with the issued permit. Please see the special notes and conditions addressing the light standards as to there will be no inspections on the light standards until we have received / approved the light standard plans engineered to meet the 120 MPH wind load. I will call Bob Steadman with Complete Electrical and advise him the electrical permit is ready to be released. Dwayne Menager From: Barr, Stephen Sent: Tuesday, July 21, 2009 11:12 AM To: Menager, Dwayne; Huber, Mark Cc: Sagi_Koborsi, P.E.; Mark Mazoch, P.E.; Bradley, Scott; Ken Lester (ken r@lestercontracting.com) Subject: RE: FW: Sylvan Beach restoration project Hello Dwayne/Mark Okay, I guess my question would be, can.we get a provisional electrical permit to install the associated electrical work, so the contractor can do that (i.e. install conduit) while we wait for a submittal from the contractor to the TGLO for the light standards, etc.? I believe you have the plans for conduit, # of standards & fixtures, as well as loading capacities, for the project already... Once we get the submittals for light standards and loading capacities, can we then issue a final permit for wind loading? Just trying not to delay the process of installation any more than is necessary. Thanks in advance for your assistance Stephen From: Menager, Dwayne Sent: Tuesday, July 21, 2009 10:15 AM To: Barr, Stephen; Bradley, Scott Cc: Huber, Mark Subject: RE: FW: Sylvan Beach restoration project Stephen, 1 visited with Mr. Huber this morning on the project and the information you have provided, and it has been determined that we will only review, permit and inspect the light poles and associated electrical installation. We will be able to issue the electrical permit and commence inspections once we have received the engineered plans for the light standards meeting a minimum of a 120mph wind load. Respectfully, Dwayne Menager From: Barr, Stephen Sent: Monday, July 20, 2009 9:26 AM To: Menager, Dwayne; Slaton, Rodney; Bradley, Scott Cc: Tietjens, Tim; Lee, Peggy; Wilmore, Debbie; Huber, Mark; Sagi_Koborsi, P.E Subject: RE: FW: Sylvan Beach restoration project Hello All In answer to your inquiries below, please accept the following: This project is a joint venture project between the Texas General Land Office, the City of La Porte, and Harris County. The City of La Porte is the Project Match Partner; the City of La Porte and Harris County 8/7/2009 Page 4 of 6 have actually contributed money toward the project, and, while the Texas General Land Office is listed on the U.S. Army Corps of Engineers permit as the "Owner", the project is located on property owned by Harris County. I have attached a Scope of Work which outlines the extent of the project. There are no structures to be built that would require permitting. To my knowledge, the only required inspection for this project would be possibly the concrete walkway and definitely the electrical work. Reference in the Sequence of Work, to "barge channels", can be disregarded. The sand for this project will be trucked in, not brought in on barges. The Texas General Land Office, as Project Administrator, inspects the work on a regular basis to assure compliance with the plans and specifications. In addition, Mr. Koborsi of URS, is responsible for review and monitoring of the project relative to the engineering and permitting through USACE. Although permitting of specific portions of the project (i.e. electrical), from the City of La Porte are required, any additional inspections by the City of La Porte would seem to be redundant. Of course, you are welcome to inspect any portion you see fit, from your broader perspective. Please see my previous email regarding the electrical documentation for light standards that I sent to Mr. Koborsi with URS, our engineer for the project. I have a set of bid plans and specifications in my office for the entire project that is available for your review; if you need to see that set I will be happy to share it with you. We will be receiving an "as built' set of plans from the contractor upon completion of the project, which is expected to be in December 2009. Let me know if there is additional information needed Best regards, Stephen From: Menager, Dwayne Sent: 'Thursday, July 16, 2009 9:37 AM To: Barr, Stephen; Slaton, Rodney; Bradley, Scott Cc: Tietjens, Tim; Lee, Peggy; Wilmore, Debbie; Huber, Mark Subject: RE: FW: Sylvan Beach restoration project We will need additional information on this project for plan review and inspections. Please see comments below. • Provide a complete detailed scope of work. • To what extent are we involved in this project? (The City of La Porte) • What other inspections will be required from the city on this project? • The electrical plans provided do not have any engineered light standards or details for the poles/ bases to meet the 120 MPH wind load? Typically if we are doing the electrical inspections for the light poles we will also perform plan review and inspections on the light standards. Respectfully, Dwayne Menager Inspections From: Barr, Stephen Sent: Wednesday, July 15, 2009 1:39 PM To: Menager, Dwayne Cc: Bradley, Scott Subject: FW: FW: Sylvan Beach restoration project Hello Dwayne, 8/7/2009 Page 5 of 6 Here are the electrical drawings for the Sylvan Beach Shoreline project, for your review. The project is being administered by the Texas General Land Office, the City of La Porte is the Project Match Partner; the project itself is on property owned by Harris County, however the TGLO is listed as the Project Owner... the Project address, as designated by the U.S. Army Corps of Engineer's permit #23069, is "1 Sylvan Beach Drive". Please let me know if there are additional questions... thanks for your help on this! Regards, Stephen From: Sagi_Koborsi@URSCorp.com [mailto:Sagi Kohorsi@URSCorp_cQ] Sent: Wednesday, July 15, 2009 1:26 PM To: Barr, Stephen Cc: Bradley, Scott; Chris_Levitz@URSCorp.com Subject: Re: FW: Sylvan Beach restoration project Here ya go... Sagi Koborsi URS Corporation 10550 Richmond Avenue, Suite 155 Houston, TX 77042 (D):713-914-6380 (F): 713-789-8404 (See attached file: Texas GLO Sylvan Beach Shoreline Protection and Beach Nourishment (CEPRA Project 1404) Drawings_Elec.pd� This email and any attachments contain URS Corporation confidential information that may be proprietary or privileged. If you receive this message in error or are not the intended recipient, you should not retain, distribute, disclose or use any of this information and you should destroy the email and any attachments or copies. � "Barr, Stephen" <BarrS@laportetx.gov> "Barr, Stephen" "Bradley, Scott" <BarrS@laportetx.gov> To<BradleyS@laportetx.gov> "Sagi_Koborsi, P.E." 07/15/2009 09:34 AM cc<Sagi_Koborsi@URSCorp.com> FW: Sylvan Beach restoration Subjectproject Scott, can you get a set of plans over to inspections for the Sylvan Beach Project, please? 1 would have thought that the electric company would have brought a set of plans with him to apply for the permit... Sagi can get us a set of electrical plans... that's all they should need. Thanks, Stephen From: Menager, Dwayne Sent: Tuesday, July 14, 2009 5:04 PM To: Barr, Stephen; Slaton, Rodney 8/7/2009 Page 6 of 6 Cc: Tietjens, Tim; Wilmore, Debbie; Huber, Mark Subject: Sylvan Beach restoration project Importance: High ' Project: Sylvan Beach Restoration Project. Bob Steadman with complete electric came in this afternoon and applied for an electrical permit for the sylvan beach restoration project. What is the address for the project? Who is the owner? The electrical permit identified the General Land Office Is this under ourjurisdiction and control for permitting and inspections?? If yes we have not received a certified site plan or any construction plans for review concerning this project. Any information on this project will be helpful. Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerd@laportetx.gov 8/7/2009 URS Date: 8/4/09 To: Attn: From: Subject: Ken Lester, Lester Contracting Jason Nezamabadi, GLO Mark Mazoch, URS Lighting Foundation Wind Load A/E'S SUPPLEMENTAL INSTRUCTIONS (ASI) # 3 Project Name: Sylvan Beach Shoreline Protection & Beach Nourishment, La Porte, Texas GLO Project No.: CEPRA 1404 URS Project No.: 25009779 URS File No. Cc: The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Fee or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the A/E and Jason Nezamabadi with GLO. Deagdgtion: The lighting foundation has been designed to sustain a 130 mph wind load. This wind load information has been added as a note in the attached drawing, 1404—C102, for electrical permitting approval. Also shown on drawing 1404•C102, the anchor bolt requirement for the lighting installation has been changed from 12 inch minimum embedment to 24 inch minimum embedment per the manufacturers recommendation. Attachments: Drawing 1404•C102, Issue 1 ISSUED: ACCEPTED: By: 4/ By: A/E Contractor Date &Ax *-too, Prt_T{C8togy) /ry Copy URS Corporation H/ER,tP 710 p TNec AN fiQIJREOl7-r4 wauxm a N w �-a- OIU9RD CttltlKlE vMKWG To wNKwnr sEE oFTML®j J WwwuW sax ua sv3n 6T. nSPNrEr wax nr SECTION P W WALK n r) M t7° Aa W WAY SEE aFTat� 0/I SECTION WALKWAY RAMP TYP. ` NR scum a xmm Rsurw Pa D9<Ia `x0P �0 TN"E'a Rd rd oTNFRS S A. fik PM vnnKlxc sw C. TOT.) (eY onms) aaEVAa t Wax NnExa� 1 I r-a _ _ r gggWNliNe U.a 8A P, " ma SINE M. NW S RINK MMT J pp G3N BIiR TWJx13 Z nTRdo.0 � O. m mr �}lavae�T. SECTION DETAIL - ll LIGHTING E STAIR WALKWAY TYP. CURB AND WALKWAY TRANSITION NR NR J r EE•d cmW 101PNwhw RE. 9WIe 1a1 Ilourton, rem naz Q131 N11E8Be "f ..:`.5.^.3-` �__ MS DRAWING 19 AEE``31DNµ PRINTED NALFSL GENERAL LAND OFFICE Y41 F/LI YgEDE IbIfL1IJ1 { wStll l W �IBIf urtW lFw WALKWAY PLAN, SECTIONS d DETAILS 1N Texas General Land OfficeNeterans Land Board Construction Services, Suite 700 1700. N. Congress Ave. Austin, Texas 78701 Phone: (512) 936-2239 Iw , Name and Location ce -- L 11&1" dl— No. of copies and description of submittal PO Box 986 3677 Hwy 35 S. Port Lavaca,TX,77979 Contractor arid address with zip code 10550 Richmond,Ave., STE.155 Houston, TX 77042 Approval does not relieve Contractor from responsfUlty for errors on In writing and receives written approval Drawing and spadAation d ROUTING AND ACTION als and for deviations from drawings and spedfications unless he notifies AIE am NOT authorized by approval of submittals. S ec. Division CONTRACTOR L"I Submittals checked for compliance ❑ Submittals sent to Architect/Engineer o ubmittal Cover Sheet only sent to GLO �y By Contractor Date ARCHITECT/ENGINEER ❑ Approved $K Approved as noted LJ Disapproved, resubmit (returned to the Contractor) B��a y ArchitecutMineer Date A44X � µl Pa rYCB/o99� COPIES DISTRIBUTED AS FOLLOWS: C/� • ❑ Architect/Engineer copy ❑ Contractor (1 copy to be held for Owner close-out documents) ❑ GLONLB By Architect/Engineer Date RECEIVEDCIF1 ❑ GLONLB Division File PPRO'K�PCf D, q NEw S Lq NSAR E rn. REOU o _OAYVL Date COMMENTS • A \ r FaAaM n1 m0 Universe Collection® — ucM page 1 of 6 DATE TPE Medium Scale - Horizontal R�ctor Updated:l7/2008 /77)e • Modular system with flue luminous options, five hood COP options, and three optical systems for customization to complement site design. • Pole, wall, and pendant mounting options. • Full cutoff, dark sky compliant conflguratlons. i IF T • M y@q At�TyFcyq R pWRBM, �E CF�CVRR �/oR EISA compliant IP65 rated coat finish in 13 standard colors with a primer sealer Universe Collections — UCM page 2 of 6 DATE Fixture Luminous Element Optics Lamp/Ballast Color Hood Options 1 2 3 4 5 6 1. FIXTURE 2. LUMINOUS ELEMENT NO LUMINOUS ELEME ❑ ANG ❑ BEL ❑ FLR Angled Hood Bel Food Rared Hood HT,. 14.71n/373 mm HT 15.8 IrV401 mm HT 14.6 In/388 mm DIA: 20 in/5W mm DIA: 24 In/610 mm DIA: 22 W559 mm EPA: 0.60 - EM 0.73 EPA: 0.63 WP. 28.551be WT: 321bs Arr. 28.85 [be 4 LUMINOUS WINDOWS TYPE Options cIsADAk24 HT 14In/355 mDIA: 241n/610 m EPA: 0.69 EPA., 0.90 14/C 31.75 be WP. 32.101bs ❑ WND-ANG ❑ WND-BEL ❑ WND-FLR ❑ WND-STR (3WND-SKB Angled Hood Bel Food Flared Hood Straight Hood Sidrted Bell Hood HT 20.5ln/520 mm I-M, 21.4IN543 mm HT 19.81N5W mm HT 19.81N503 men HT 23.9In/607 mm DIA: 20 nVW8 mm DIA 24 M10 mm 01A: 22 iV569 mm DA * 24 In/610 mm DW 24 in/610 mm EPA: 0.72 EPA: 0.85 EPA: 0.65 EPA: 0.71 EPA: 1.03 MI. 30.70 lbs WE 34.15 lbs M 31 be WP. 33.90lbs WE 34.251bs ►Ir1uQRr1u�::1Q7111 a;fi1ill10if1wTti1lawn) I Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90838 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents. Copyright 02008 Rev 11/2008 Universe Collection® - ucM page 3 of 6 DATE TYPE Fixture Luminous Element Optics Lamp/Ballast Color Hood Options Options 1 2 3 4 5 6 7 SOLID RINGS ❑ SR-ANG ❑ SR-BEL ❑ SR-FLR ❑ SR-STR ❑ SR-SKB Angled H00d Bel Hood Flared Hood Straight Hood Skirted Bell Food HT: 20.7 in/526 mm HT 21.0 in/549 mm HT 20.1 W510 mm HT: 20 UV508 mm HT 24.2h/615 mm DIA 20 W508 mm DiA 24 W610 mm DIA: 22 W559 mm DIA 24 W610 mm DIApMVV610 mm EPA: 0.74 EPA 0.87 EPA: 0.67 EPA: 0.73 _ y� WP.33.71be WE37.16 be WE•341be WTI. 36.90lbs f Y ❑ VSL-ANG Angled Hood HT: 20.5 in/521 mm DIA: 201n/508 nvn EPA: 0.72 WE 31.45 ]be LUMINOUS RING: ❑ LUM-ANG Angled Hood HT: 20.61n/523 mm DIA 20 in/506 mm EPA: 0.74 WE 32.851bs SOLD TO ❑ VSL-BEL Bail Food HT: 21.4 in/543 mm DIA 24 IN610 mm EPA: 0.85 WE 34.90 lbs ❑ LUM-BEL Be0 Hood HE 21.51N546 mm DIA 24 in/810 mm EPA: 0.85 WE 34.15 lbs PO # Architectural Area Lighting 14249 Artesia BNd I La Made I CA 90638 P 714.994.2700 1 F 714.994.0522 1 aal.net Design patents, Copyright 4✓M Rev 11/2008 ❑ VSL-FLR ❑ VSL-STR ❑ VSL-SKB Flared Hood Straight Hgatf Skirted Bell Hood HT: 19.8 W503 mm HT: 1'11i t DIA: 22 W559 mm DIA 24 EPA: 0.65 EPA 0.71 WT: 31.751bs WT: 34.65 be 7mm V1_� OS id LUM-FLR ❑ LUM-STR ❑ LU B Pared Hood Straight Hood Skirted Bell FM 201n/508 mm HT: 19.9 IN505 mm HT 24.1 W612 mm DIA: 22 W559 mm DIA 24 W610 mm DIA 24 I0610 mm EPA: 0.67 EPA: 0.73 EPA: 1.05 WT. 33.15 lbs WP. 36.05 bs WE 36.404 lbs JOB NAME I Approvals Universe Collection° — Lim page 5 of 6 DATE TYPE Fixture Luminous Element Optics Lamp/Ballast Color Hood Options Options 1 2 3 4 5 6 7 5. COLOR Q_ CRT Corten ❑ AVdT Arct c Wh to .__ _ ❑ MAL Matte Aluminum B ac _ ❑ MDG Medium Grey ❑ MTB atte Black _ ❑ ATG Antioue Green ❑ DGN Dark Green _ ❑ LGY Light Grey ❑iD62 Dark Bronze ❑ RAL/PREMIUMCOLOR ❑ BRM — Provide a RAL 4 diolt color number Metallic Bronze ❑ CUSTOM COLOR ❑ VBL ---- Verde Blue ((/� - Please orovida a nnlnr chin fnr mntnkincl/%� 6. HOOD OPTIONS ❑ COP Copper Hood �+� ❑ STS --- - -- - Stainless Steel Hood All ayes of hoods are available in copper or stainless steel, The natural copper and stainless steel hoods are unfinished to develop a patina over time. All hoods have the underside of the finished in high reflectance white. 7. OPTIONS T 4Ofh— p ❑ FTG _ Flat glass lens instead of standard sag glass. T T7Y�c T7E(� °RO ❑ FLD _ Lightly diffused finish on flat glass lens. fj ❑ HSS House side shield, factory installed. Not for Type 5. /7 q ❑ ORS Quartz restrike controller and socket for a T-4 mini-cand halogen lamp, q Not for use with electronic metal halide ballasts. Off, Pia ❑ OL Socket for a T-4 mini-cand halogen lamp. Must be field wired to a separate 120 Rj ItiC OBI Maximum 150 watt. ❑ RCK Rock Guard painted black, attached to door frame. ❑ 347V 120/240/347 volt ballast for HID lamp/ballast, except 50MH, 50HPS and 701AHT6 ❑ PMS Pendant mount with 48 iN1220mm stem and canopy with swivel. Stem and canopy painted white ❑ PMR Post top mount for reflector models only. Slips over a 4 In/100 mm pole. ❑ SLC Internal sleeve to block off the light from the lens when a Luminous Element is chosen: WND, SR, VSL or LUM `(dINNER LENS - (LUM Option only) Optional inner lens adds color to the ring edges when illuminated SL Blue acrylic Inner lens ❑ RD _ Red a<xyllc inner lens ❑ GRN Green acrylic inner lens'- — SOLD TO PO # JOB NAME Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.270D I F 714.994.0522 1 aaLnet Design patents, Copyright 02008 Rev 11/2008 Universe Collection® — ucM page 6 of a DATE TWE SpecfficaUons HOUSING The fixture ballast housing shall be one piece die cast aluminum. The luminous drgs shall be dear acrylic with an Internal Iona The lens shall be Ilghtly diffused ecrygc, sealed to the housing and shade with molded silicone gaskets. The hood and spacers shall be heavy gage spun aluminum with hemmed edges for added rigidity. All internal and external hardware shall be stainless steel. Reflector models shell consist of a die cast aluminum door frame and ring assembly. The hood ring assembly shall be fully sealed with a molded silicone gasket. The door frame shag be hinged to the ring and opened with two captive fasteners for relamping. The tempered sag glass lens is held in the door creme with a molded silicone gasket. OPTICAL ASSEMBLY The reflector module shag be composed of faceted, semi speculsr anodized aluminum panels rigidly attached In an aluminum tray. The reflector shall be easily removed by Iooserft four screws and lifting it out the bay. The reflector tray shall be rotatable on 900 centers for orienting the light distribution. The reflectors shall meet ANSI-IES standards for full cutoff (without luminous element). ELECTRICAL The ballast shall be mounted on a prewlred tray with a quick disconnect plug and removed by loosening two captive strews. HID ballasts are high power factor, rated for -3(rF starting. Sockets are medium base, pulse rated porcelain. Ballasts are wired at the rectory for 277 volts, unless specified. INSTALLATION & MOUNTING The fixture shell be attached to the arm assembly with three stainless steel bolls. The connection shag be sealed with a silicone compression gasket. Architectural Area Lighting 14249 Artesta Blvd I Le rvlhrads I CA 90838 P 714.9942700 1 F 714.994.0522 1 ednet Design patents, Copyright 02008 Rev 11I200a FINISH Fixture finish consists of a five stage pretreatment regimen with a polymer primer sealer, oven dry off and top posted.,.., with a thermoset super TOIC..pplyestpr..powdal coat.... finish. The finish shell meet the AAMA 6052 performance specification which Includes passing a 3000 hour salt spray test for corrosion resistance. EISA COMPLIANCE AAL Is committed to complying with EISA requirements 100%. All applicable products manufactured for sale In the United States after January 1, 2009, will most EISA requirements. ENVIRONMENTAL COMMITMENT AAL has always provided efficient, effective and environmentalyeound outdoorlbhtlng fixtures. In addition to our every day environmental practices, AAL Is the W Ilghtlng manufacturer to become CARBON NEUTRAL. Becoming CARBON NEUTRAL Is Just another step we have taken to promote environmental responsibility within our culture. CERTIFICATION The fixture shall be listed with ETL and U.L. for outdoor, wet location use, UL1598 and Canadian CSA Sid. C22.2 NO.250. IP�W 1.^ Rxture shall be warranted for three years. Ballast components carry the ballast menufacturees limited werrenly. cop), Op), /F \O ry�cy H�FFO iR eM�� UNIVERSE COLLECTION Consult your AAL catalog for complete details on weight and load limits as well as windloading Information. Poles are available with smooth round or fluted shafts. CATALOGNUMB£R DB7 IT DB2 DB3 DFCORATIVF POLES DB4 DB5 POLE DIAMETER 4"M00mm 57125MM 47100MM,57125mm 4"/100MM 57125MM 4'/100MM CATALOG NUM& BASE HEIGHT 361915mm) BASE DIAMETER _ 15' (38W4 POLE DIAMETER 4"/100mm ARCHITECTURAL AREA LIGHTING §f:] Poles - DB6 4- ROUND (RD) &FLUTED M DL-CORA7WE BASE BOLT Cq A -.IV OU m' A MT ACCE98 COVEia WS ��1JI eorreuwd Pereira era a lAYllq peal rnm WI611aIraplrA[r0tPl DOB BABE / POLE/WALL / OPTIONS CATALOG NO. BASE POLE DAN SHAFT Wr 86 MAXIMUM ALLOWABLE EPA (MPH) 90 100 110 120 130 140 160 ❑ gn 0110.125 10 MW 4- RD x .126' 60 19A 17.1 133 103 U 7.4 63 &a 088 4RI2.125 12(3.7o) 4-RD x.126' 64 163 13.4 103 83 &7 &8 4.7 4.0 ❑ DBO 4R14-126 M' (4.9e0 4- RD x .126' 67 12.3 10.7 &2 89 5.0 4.1 3.4 29 ❑ CBS *68.126 IV(4.9ad 4-RD x.126' 81 10.0 &6 6A 4.8 &6 2-0 2A 2.0 ❑ OSS 4FIC-188 10'f3.1n0 4-FL x.188' 60 22.1 193 1&4 12A 102 83 7.1 0.1 ❑ 008 012.168 12'I3.74 0FL x.188' 82 17.6 t&4 12.1 9.0 7.7 0.4 6.3 4A ❑ DS6 4F14.188 14' (434 4- FL x.188' 67 143 12.5 0.6 73 63 4.8 &D 3.2 ❑CSs 4ms-188 1rmg 0FLx.188' 72 11.7 10.1 7.8 6.8 4.4 33 27 22 ❑ DSS 4R10.228 10'(3.tm) a- RD x.22W 60 23.8 21.0 1&7 133 11.1 0.3 8.0 6.9 ❑ D88 4R12-228 IT(3.7a0 4-RD%.228' m 19.2 1&9 133 10.5 0.6 7.2 6.1 6.3 ❑ OSS 4R14.228 14'(431M 4-RD X.228' 73 Mg 13.9 1t384 83 &8 4.7 4.0 ❑ 086 4R16.226 16' (4.9n0 4- RD. MS' 79 12.4 123 9A 73 6.7 4.7 4A 33 Note Ovord helgd Is measured to top of pole. SPECIRCA7WN3 Sam she8 be emt alurWmn 8338 aby, has of arty paodty, fbrdgn mmerlete, or cooma0e Mmm. Bass casthlg &W be had boated to a T-e Corldlft% oral of uniform wal thid m m wth m wrphV or mold wRln9. WARNINGS OmAon meat be ewerW W In the selection of a design wYal speed when the pde Is to be IradmW N a $Pedro wind raplon (a Ind' d by the what omp) a In an am whro wbal "ad Is unprodkisbla AAL reconmmnds =WA M a lord wVl mw whan the pate to to be Metaled to an area that may be su*d to cdrarne weather and exlxmre. Poles WtL%d an stnftm Mich a bdldhpa and bridges may be suh(xtsd M Nbrdbn, oe"Iorm, end otlmr ItNuo efbcm w41kh are not covered by Om AAL %Wmty. The us* of bannsrs or other appendages can aevmaly dW the IooOing of a polo. No barmar or other appendge should be enacted to an AAL pole udm approved by AAL 0 the prodata em to be umd on en extrUng Wuladon or on other ehwWros, the astdner aaurtra a0 maponmblly for the swdand Mmgmy of the mdafMg bwdeflom anahorage or struebaa am al the armspaarcoa rising thardmm. CAUTION Poles should never be erected vAQaA the Iuminake hmWtad. Warranty Is voided 0 9m pob Is erected w(t od the (la *Wm The warrrdy to voaled t the pole Is not grouted uMr the ofte bem after haete0ellon. ANCHOR SOL7S doll G hat dip gm'AmLmd bo ebrL Deal gm314' x 2 fmx rate and tat tide terrapbte efm2 be pnlNded. Anchor Dolt for poles are &/1' xTA' X Y. Sao opoolWxOoaaarla dsteW on A page 2. q SOLD TO PO8 JOB NAME pprovda Architectural Area Lighting 14249 Artesia Blvd / La Mirada, CA 90838 714.994.2700 / fax 714.994.0622 / ~.aEdAet A t 060pdf Cepyge 20M delba pMx4d 1A, in_ F ;10 C/py S �Fk SP�gN\ ctigN�FFP�iR�Mi'q kF OC�;U O pR '14 RR��RoRr Poles - D136 4" ROUND (RD) & FLUTED (FL) DECORATIVE BASE OPTIONS/ACCESSORIES ❑ FH Flag holder. (Specify location on pole) ❑ FBI Single weatherproof fuse holder. Fuse by others. ❑ FS2 Double weatherproof fuse holder, Fuse by others. ❑ LA Ladder rest Slips over a 4" O.D. pole. ❑ PCA-T Rotatable photocell housing. The housing slips over a 4'/100mm o.d, Pole. a fixture slips over the 4"/100mm o.d. tenon. Includes an internal twist lock receptacle, and an access cover with Integral We and stain- less steel tether. Adds 5"/125nwn to the overall height of the pole/fisture assemby. Prewlred on the bad side arW line side for easy Instagaticn. Photocell by others. ❑ FOR Low profile twist lock photocell receptacle with cast pole cap top. Sebum to the top of the pole with three stainless steel set screws. Photocell by othem, ❑ PLT Rani Hanger. For 4' o.d. poles. (specify location on pole) ❑ RBC Celt aluminum receptacle housing, Integrally welded to the pole. Includes a NEC approved dear weatherproof cover. Does not Include a receptacle or Internal wiring, ARCHITECTURAL AREA LIGHTING www.aal.net / /r TOT T M�YO' ��' pARO FC'j Oq bF y Ty tiF OAz Fcyq�C�� R�eM�� RF 14249 Artesia Boulevard La�Mlrft CQ`dOW8 tel (714) 994-2700 fax (714) 994-0522 COP➢nghl '2005 AICVeCbm/Area lighWg. UNIVERSE COLLECTION It 10 n(167mm 19.5 in1495mm SLA 20 Slips over 4' pole. Weight: 101bs. EPA: ,70 ----T 12C in 815 rnm 195in 495mm— SLA 20A Slips over 4' pole. Weight: 15 lbs. EPA:1.30 t 1 32.0 in �t8.51n� 495 mm SLA 20B Slips over 4" pole. Weight: 14 lbs, EPA:1.14 POLE MOUNTED ARMS 105 in/267mm 990 mm SLA 20-2 Twin arms, slips over 4" pole. Weight: 18 lbs. EPA:1.25 32.0 in 815 mm 39.0 in SLA 20A-2 Twin arms, slips over 4' Weight; 261bs. EPA: 1.94 SLA 20B-2 Twin arms, slips over Weight: 24 lbs. EPA:1.70 ARCHITECTURAL AREA LIGHTING 44 1P 32.0 in 815 mm R6 `V& -"/Vp N a�GipFp �jTgkF. CONTEMPORARY ARMS SLA 20B DATE TYPE PAGE 1 OF 1 SLA 20B Slips over 4' pole Weight: 14 Lss. EPA: 1.40 The arm shall be of one piece unitized aluminum Strap painted construction, fully welded and assembled. The slip to match faama cobr. 32.0 h fitter shall be cast aluminum with an internal wire- 915 mm way and pole stop. The arm shall be prewired with a quick connector for easy installation. The arm shall have a cast aluminum fitter weld- ed to the top of the arm(s) for attaching the fixture. The fixture shall be mounted with three stainless steel bolts through the top of the arm fitter into the fixture. The attachment point shall have a silicone pad for sealing the fixture to arm connection. 19.5 in 49 .mm The arm shall slip over a 4'/1 OOMM diameter pole or tenon. The cast aluminum slip fitter shall have six stainless steel cup point set screws for securing the arm to the pole or tenon. /F �o TyF 7✓ T � Th ,F�F pp?o SOLD TO Poe JOB NAME T FCC q Architectural Area Lighting �ti�F��RF pi�gRF 14249 Artesia Blvd / La Mirada, CA 90e38 GiP?� ? 714 994.2700 / fax 714 994.0522 / www.aal.net / REF:SIA206.POF 020D5.DMGNPATENTED. 117" & IMI(IIRF/4 ) 8/6/2009 Features/Denefrts • ExcelSuperior color standering. ^ z • Supedar color stability ova life within +-20@C. • Lamp to lamp color consistency over life. O r • Higher lumen maintenance Dun standard metal halides • Wams(3K) or fresh white(4K) color impression. ^/ • High lamp efficacy (up to 93 lumens per watt) for energy saving and low heat • Universal operating position; suitable for open fixture. • Retrofit in existing ED-17 sockets. • FadeBlock for reduced fading risks • No shut uIfrequired in 24-how-a-dayn-day-a-week operations(relamp fixtures at or before the end of rated life). / • Long Imp lifecomparedtoquartzmetalhalidelamps. �4% Applicalioos7 • Ideal for general lighting, downlightingand good lighting. 16 }� Notes Requires a bellml specified or approved for Philips[Wtal Halide lamp or one designed to the indicated ANSI s required. Sockets and wiring mist withstand starting pulse. (391) `�p ss(/e �•f • Supply Volta most be+/-5% of rated ballast line volts for reactor We and W.10% for CWA or electronic ballasts ,(392) • UV filtered deign (FadeBlock). (396) • This product utilize ALTO® LampTechrsolugy. ALTO products pats the US EPRs Toxicity Characteristic Leaching Proadure (fCLP�, for ram-heeerdo" wasm slams. (399) • MastaColorOMetal Halide Lamps are not recommended for use on dimmers and are not wamnted if used on dirm¢r systems. (401) C • Rated average life is the life obtained, on the average, from large representative groups oflamps in laboratory tests under con trolled conditions at 10 or mom operating hours per start. It is based on survival of at least 50%ofthe lamps ad allows for individual lamps or groups oflamps to vary camiderably fom the average. For (amps with a wed average life of 24,000hours, life it based on survival of 67%of the lamps. (351) • Approximate lumen values listed we for vertical operation of the lamp. (352) Means Lumens is the approximate lumen output at 40%of lamp rated average life. (353) • Heat resisting glass bulb. PHILIPS Footoolu . FwduaiwmFblllpluo comp ny. 8/6/2009 hodan4n %.-Upy MODF/B PPRO�FD Tp THE D A N SPAN CI EW OTHECNA )R?E�CURR �M 2 I LI PS i� m14 BD17P CL n�d CDM BD17P J Bm malum Op.dny hddm uahvw Bl OD9 0(51. '►s 'y ro�op��FgpA TpTyFciFQ PpLF F �CF pG�R eMi 9'�F ��, Foprrq� GRR��c�oR/ MasterColor Ceramic Metal Halide Lamps ED-17 (enclosed fixtures) Protected MasterColor Ceramic Metal Halide Lamps ED-17P (open or enclosed fixtures) Warnings, Cautions and Operating instructions R"WARNING: These lamps can cause serious skin burn and eye Inflammation from . short wave ultraviolet radiation If outer envelope of the lamp is broken or punctured. Do not use where people will remain for more than a few minutes unless adequate shielding or other safety precautions are used. Certain lamps that will automatically extinguish when the outer envelope is broken or punctured are commercially available." This lamp complies with FDA radiation performance standard 21 CFR subchapter J. (USA:2ICFR 1040.30 Canada:SOR/DORS/80-381) If the outer bulb is broken or punctured, turn off at once and replace the lamp to avoid possible Injury from hazardous short wave ultraviolet radiation. Do not scratch the outer bulb or subject it to pressure as this could cause the outer bulb to crack or shatter. A partial vacuum in the outer bulb may cause glass to fly If the envelope Is struck. WARNING: The arc -tube of metal halide lamps are designed to operate under high pressure and at temperatures up to 1000' C and an unexpectedly rupture due to Internal or external factors such as a ballast failure or misapplication. If the arc -tube ruptures for any reason, the outer bulb may break and pieces of extremely hot glass might be discharged into the surrounding environment If such a rupture, were to happen, THERE IS A RISK OF PERSONAL INJURY, PROPERTY DAMAGE, BURNS AND FIRE. Use ED-17 lamps In enclosed luminaires ONLY that are capable of withstanding particles of glass having temperatures up to 1000°C. ED-17P types are designed to retain all the glass particles should an arc tube rupture occur. RELAMP FIXTURES AT OR BEFORE THE END OF RATED LIFE. /1 Allowing lamps to operate until they fail is not advised and may Increase theq (ter/ possibility of Inner arc tube rupture. O/� This lamp contains an arc tube with a filling gas containing Kr-85 and is distributed by Philips Lighting Company, a division of Philip Electronics North America Corporation, Somerset, New Jersey, 08875. OOTyOC/�FOAA�OL q F S /G f Ge'y�S'tR � F A � CAUTION: TO REDUCE THE RISK OF PERSONAL INJURY, PROPERTY DAMAGE, BURNS AND FIRE RESULTING FROM AN ARC -TUBE RUPTURE THE FOLLOWING LAMP OPERATING INSTRUCTIONS MUST BE FOLLOWED: I . RELAMP FIXTURES AT OR BEFORE THE END OF RATED LIFE. Allowing lamps to operate until they fall Is not advised and may Increase the possibility of inner arc tube rupture. 2. Before lamp Installadon/replacement, shut power off and allow lamp and fixture to cool to avoid electrical shock and potential burn hazards. 3. Use only auxiliary equipment meeting Philips and/or ANSI standards. Use within voltage limits recommended by ballast manufacturer. A. Operate lamp only within specified limits of operation. B. For total supply load refer to ballast manufacturers electrical data. 4. Periodically Inspect the outer envelope. Replace any lamps that show scratches, cracks or damage. S. If a lamp bulb support is used, be sure to Insulate the support electrically to avoid possible decomposition of the bulb glass. 6. Protect lamp base, socket and wiring against moisture, corrosive atmospheres and excessive heat. 7. Time should be allowed for lamps to stabilize in color when turned on for the first time. This may require several hours of operation, with more than one start. Lamp color is also subject to change under conditions of excess vibration or shock and color appearance may vary between individual lamps. 8. Lamps may require 4 to 8 minutes to re -light If there is a power Interruption. 9. Take care in handling and disposing of lamps. If an arc tube is broken, avoid skin contact with any of the contents or fragments. CY DIVISION 03 - CONCRETE IF THE APPROVED PLANS RE MODIFIED. A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE. p(,'CURItING. 9 ECEIVE AUG 0 6 2009 BY: CITY Copy DIVISION III —CONCRETE E C E I V E SECTION 03100 —CONCRETE FORMWORK AUG 062009 PARTI—GENERAL BY:_� 1.1 SCOPE OF WORK A. The work in this Section consists of furnishing plant, labor, equipment, and materials, and performing the operations associated with the forming of concrete for the walkways in accordance with the lines, grades, design, and dimensions shown and as specified herein. 1.2 REFERENCES July 2005 A. The publications listed below, form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. American Concrete Institute (ACD Publications ACI 117-90 Standard Specifications for Tolerances for Concrete Construction and Materials AC1211.1-91 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 303.1-97 Standard Specification for Cast -in -Place Architectural Concrete AC1318-99/ACI 318R-99 Building Code Requirements for Structural Concrete and Commentary American Society for Testing and Materials (ASTM) Publications C171-97a Standard Specification for Sheet Materials for Curing Concrete C 192/C 192M-00 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory U.S. Anne Corps of Engineers (CRD) Handbook for Concrete and Cement C 400-63 Requirements for Water for Use in Mixing or Curing Concrete 03100 - Pape 1 or 5 1.3 1.4 1.5 2.1 ECEIVE Federal Specifications (Fed. Soec.) AUG 0 6 ZM CCC-C-467C Cloth, Burlap, Jute (or Kenaf) National Ready -Mixed Concrete Association (NRMCA) Standard BY, CPMB 100-90 Concrete Plant Standards Other Codes PS I U.S. Product Standard for Plywood Standard Grading and Dressing Rule No. 16 West Coast Lumber Inspection Bureau SUBMITTALS A. The following shall be submitted to the A/E in accordance with Section 01000. Form Description: The Contractor shall submit a construction plan prior to starting work on this project. In this plan, the Contractor shall furnish a form description of the forming system showing panel widths, chord lengths for circular structures, location of all construction joints, method of securing embedded items and any blackout procedures. PRODUCT DELIVERY, STORAGE, AND HANDLING A. The Contractor shall deliver all products to job site, placing materials in area protected from the weather. The Contractor shall handle materials to prevent damage. Materials shall be stored above ground on framework or blocking and cover with protective waterproof covering providing for adequate air circulation or ventilation. MEASUREMENT AND PAYMENT A. Concrete Formwork will not be measured for payment. The costs associated with furnishing, delivering, handling, and installing all material, labor, and equipment necessary for concrete formwork will be included in the applicable unit price. PART 2-PRODUCTS MATERIALS A. Forming Panels, Framing, Studding, and Bracing shall be new or in new condition plywood July 20M 03100 — Page 2 of 5 ECEIVE AUG 0 6 2009 BY -. or steel panels. Plywood panels shall be "B-B Plyform Class I Exterior" grade plywood with a 5/8-inch minimum thickness. Other forming wood members shall be "Standard" or "Construction" grade West Coast species lumber. Steel panels shall be flat steel sheet of sufficient thickness or braced sufficiently, to prevent noticeable deflection from concrete pressure. Steel forts shall be galvanized and/or coated to prevent rust and staining B. Form Ties shall be prefabricated rods of the cone -type snap -tie configuration; or approved threaded internal disconnecting type to resist all imposed loads of freshly placed concrete. The ties shall permit tightening and spreading of forms. Plastic cone snap -ties shall break back I to 1-1/2 inches. C. Form Coatin¢ shall be lacquer, plastic or epoxy coating or non -staining form oil that will not impair the bonding quality for final finish of the painting or protective coating. Coatings containing mineral oils or other nondrying ingredients will not be permitted. D. Shores and Falsework shall be standard patented, manufactured shores, or sound commercial construction lumber. E. Chamfer Strips shall be 45 bevel wood strips or reusable plastic triangular strips. All wood strips shall be'/. -inch for all exposed edges. ..en w PART 3-EXECUTION 3.1 FORMWORK A. Formwork design shall safely support vertical and lateral loads applied until such loads can be supported by the concrete structure. The formwork system shall carry vertical and lateral .,i loads to ground or to in -place construction which has adequate strength to handle imposed loading. The Contractor shall provide shores and struts with positive means of adjustment, using wedges orjacks or a combination thereof, capable of taking up formwork settlement during concrete placing operations. Trussed supports shall be provided when adequate foundations for shores and stuns cannot be secured. Form facing materials shall be supported by structural members spaced to prevent deflection. The formwork camber shall be designed, as required, for anticipated deflections. Formwork shall be readily removable without impact, shock, or damage to cast -in place concrete surfaces and adjacent material. Oil or other agents shall be kept away from reinforcing steel, embedded items, or other surfaces requiring bond with concrete. 3.2 LAYOUT OF FORMWORK A. All forms shall be staked out and located and all lines and levels and elevations shall be established. Jury2008 03100 — Page 3 or 5 3.3 3.4 July 2005 CONSTRUCTION OF FORMS ECEOVE AUG 0 6 2009 BY: A. Before concrete is placed in any form, the horizontal and vertical form position shall be verified and all inaccuracies corrected. All wedging and bracing shall be completed in advance of placing of concrete. When setting form ties, no metal wall closer than one inch from surface shall be left remaining. Ties shall be fit with sufficient tightness to prevent mortar leakage at holes in forms. Ties shall be protected from noting at all times. No wire ties or wood spreaders will be permitted. Cutting ties back from concrete face will not be permitted. At construction joints, the forms shall be anchored by using an adequate number of form ties a few inches from the construction joints in the new pour. The ties adjacent to the joint used in previous placements shall not be relied on. All joints horizontal and vertical. For exposed concrete, forms shall be of new plywood, metal panel, or of panel materials approved by the A/E. The forms shall be smooth and continuous. For unexposed concrete, forms shall be plywood, metal, boards, or other material approved by the A/E. I. Formwork Boards shall have a minimum nominal thickness of 1-inch. The boards shall be sound and tight. The boards shall be of commercial construction lumber, shiplapped or tongue -and -grooved, dressed on at least one side and both edges for tight fit. Plywood, metal, or approved material equal to or better than board surface. 2. Camber: Forms for girders and slabs shall be cambered unless otherwise noted. 3. Chamfered Comers: All comers shall be chamfered 3/4 inch, unless otherwise shown. Moldings for all forms shall be provided with triangular 45-degree chamfering. 4. Inspection and Cleanout Openings: Provide inspection and cleanout openings at the bottom of all forms for columns, pilasteres, walls over 8 feet in height, and for fors for irregularly shaped placement where cleaning and inspection from the top would be impractical. 5. Coordination: Coordinate the installation of all items to be inserted or embedded in concrete. Support all items to maintain accurate alignment and prevent distortion during concrete placement. 6. Cleaning: All dirt, chips, sawdust, mud, water and other foreign matter shall be removed from within the forms or within the excavated areas before any concrete is deposited therein. NOTIFICATION AND INSPECTION A. Prior to placing of any concrete, and after placement of reinforcing steel in the forms, notify the A/E at least 24 hours in advance of placing concrete to permit inspection by A/E. 03100 - Pa0e 4 of 5 ECEIVE' AUG 0 6 20 BY. 3.5 DEFECTIVE WORK A. Any form movement or deflection during construction or finished surface variations in excess of the tolerances specified shall be basis for rejection of cast -in -place product and requirement for replacement of same. 3.6 REMOVAL OF FORMS A. The forms and supports shall not be removed until concrete has attained sufficient strength to support anticipated loads. The listing below serves only as a guide in determining the minimum length of time required before removal of fortes and is based on the use of Type ❑ Portland Cement. Walls in mass work 24 hours Bottom forms 14 days 3.7 REUSE OF FORMS A. Any reused forth for exposed concrete work shall be reconditioned to "like new" condition. Any reused form shall be cleaned, repaired, and recoated before each reuse. 3.8 BLOCKOUTS A. Where pipes, castings, or conduits pass through the walls, place such pipes or castings in the forms before pouring the concrete, or in special cases, with the express consent of the A/E or as specified, build accepted boxes in the fortes to make cored openings for subsequent insertion of such pipes, castings or conduits. Provide boxes or cores with continuous keyways and waterstop all the way around, and with slight flare to facilitate grouting and the escape of entrained air during grouting. END OF SECTION July 200a 03100 — Pape 5 of 5 1.1 1.2 Jury 2008 DIVISION III — CONCRETE O% E 0 v E E SECTION 03200 — CONCRETE REINFORCEMENT AUG 0 6 2009 PART 1 —GENERAL �---- SCOPE OF WORK A. The work in this Section consists of furnishing plant, labor, equipment, and materials, and performing the operations associated with the installation of the concrete reinforcement for the walkways in accordance with the lines, grades, design, and dimensions shown and as specified herein. REFERENCES A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. American Concrete Institute (ACI) Publications ACI 117-90 Tolerances for Concrete Construction and Materials ACI 301-99 Specification for Structural Concrete ACI 303.1 R-97 Standard Specification for Cast -in -Place Architectural Concrete ACI 315-99 Details and Detailing of Concrete Reinforcement ACI 318-99/ACI 318R-99 Building Code Requirements for Reinforced Concrete. American Society for Testine and Materials (ASTM) Publications A615/A Standard Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement A706 Standard Specification for Low -Alloy Steel Deformed Bars for Concrete Reinforcement C31/C31 M-00el Standard Practice for Making and Curing Concrete Test Specimens in the Field C33-01 Standard Specification for Concrete Aggregates C39/C39M-0I Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens C40-99 Standard Test Method for Organic Impurities in Fine Aggregates 03200 — Page 1 of 3 ECEIVE AUG 0 6 2M for Concrete BY; C42/C42M-99 Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete C881-99 Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete Other Codes and Standards CRSI Manual of Standard Practice, Concrete Reinforcing Steel Institute 13 SUBMITTALS A. The following shall be submitted to the Engineer in accordance with Section 01000: Drawines: Drawing including details of the placed concrete structures. 2. Schedules: Bending and cutsheet schedules shall be submitted a minimum of 30 days before the concrete is formed for Architect Engineer (A/E)'s approval. Mill Test Reports: Mill test reports for each shipment of reinforcement shall be submitted to the A/E for review and approval. 1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Contractor shall deliver reinforcement for onsite cast in place concrete to project site in bundles marked for each shown area Concrete reinforcement for precast concrete panels shall be approved by the Contracting Officer. The Contractor shall handle and store concrete reinforcement to prevent contamination from dirt, oil and other materials which will affect bond. The Contractor shall store materials a minimum of 6" above ground and in locations where the materials will not be subject to abuse. 1.5 MEASUREMENT AND PAYMENT July 200a A. Concrete Reinforcement will not be measured for payment. The costs associated with furnishing, delivering, handling, and installing all material, labor, and equipment necessary for reinforcing concrete will be included in the applicable unit price for the concrete walkway. 03200 — Pa0e 2 of 3 ECEIVE PART 2 - PRODUCTS AUG 0 6 2009 BY 2.1 MATERIALS A. Reinforcing Bars: Deformed bars shall meet requirements of ASTM A615, Grade 60 unless specified otherwise. B. Weldable Reinforcing Bars: All deformed reinforcement bars shown to be welded to steel pipe piling shall conform to ASTM A706 for low -alloy steel bars for concrete reinforcement. ASTM A706 covers low -alloy steel deformed bars intended for special applications where welding or bending or both are of importance. The specification requires that bars be marked with the letter "W" for type of steel. C. Tie Wire shall be 16-gauge minimum black annealed steel. D. Reinforcing Bar Suonorts shall be as required in CRSI Manual Chapter 3, pregalvanized or plastic -coated. PART 3-EXECUTION 3.1 INSTALLATION A. Placement and Tolerances shall conform to CRSI "Manual of Standard Practice." No splicing of bars shall be allowed except at locations shown or as otherwise approved by the A/E. Lap slices shall be tied securely with wire to prevent displacement of splice during placement of concrete. Perform welded splices in accordance with ACI Building Code (ACI 318). All dirt, grease, oil, loose mill scale, excessive rust, and foreign matter that may reduce bond with concrete shall be removed. All reinforcing shall be kept in proper position during concrete placement. A minimum concrete cover shall be maintained over reinforcement as specified in ACI 318 or as shown. END OF SECTION July 2008 03200 — Page 3 of 3 1.1 1.2 ECEIVE DIVISION HI —CONCRETE AUG 06 W SECTION 03301 — CAST -IN -PLACE STRUCTURAL CONCRETE BY: PARTI—GENERAL SCOPE OF WORK The work in this Section consists of furnishing plant, labor, equipment, and materials, and performing the operations associated with the installation of the structural concrete for the concrete walkways in accordance with the lines, grades, design, and dimensions shown and as specified herein. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. American Concrete Institute (ACI) Publications. ACI 117-90 Standard Specifications for Tolerances for Concrete Construction and Materials ACI211.1-91 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 214-77 (R1997) Recommended Practice for Evaluation of Strength Test Results of Concrete AC1303.1-97 Standard Specification for Cast -in -Place Architectural Concrete AC1305R-99 Hot Weather Concreting ACI 318-99/AC131811-99 Building Code Requirements for Structural Concrete and Commentary American Society for Testing and Materials (ASTM) Publications. C31/C31M-00el Standard Practice for Making and Curing Concrete Test Specimens in the Field C33-Ol Standard Specification for Concrete Aggregates C39/C39M-01 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens July 2008 03301 — Page 1 of 17 July 2008 ECEIVEfi AUG 0 6 2009 BY'.- C40-99 Standard Test Method for Organic Impurities in Fine Aggregates for Concrete C42/C42M-99 Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete C87-83(1995)e I Standard Test Method for Effect of Organic Impurities in Fine Aggregate on Strength of Mortar C94/C94M-0Oe2 Standard Specification for Ready -Mixed Concrete C 117-95 Standard Test Method for Materials Finer than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing C 123-98 Standard Test Method for Lightweight Particles in Aggregate C127-88(2001) Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate C 128-97 Standard Test Method for Specific Gravity and Absorption of Fine Aggregate C 131-96 Standard Test Method for Resistance to Degradation of Small - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine C 136-01 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates C 142-97 Standard Test Method for Clay Lumps and Friable Particles in Aggregates C 143/C 143M-00 Standard Test Method for Slump of Hydraulic Cement Concrete C150-00 Standard Specification for Portland Cement C171-97a Standard Specification for Sheet Materials for Curing Concrete C172-99 Standard Practice for Sampling Freshly Mixed Concrete C 192/C 192M-00 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory 03301 — Page 2 of 17 ECE@VE AUG 0 6 2009 C231-97el Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method C260-01 Standard Specification for Air -Entraining Admixtures for Concrete C295-98 Standard Guide for Petrographic Examination of Aggregates for Concrete C309-98a Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete C31 I-00 Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland - Cement Concrete C430-96 Standard Test Method for Fineness of Hydraulic Cement by the 45-µm (No. 325) Sieve C441-97el Standard Test Method for Effectiveness of Mineral Admixtures or Ground Blast-Fumace Slag in Preventing Excessive Expansion of Concrete Due to the Alkali -Silica Reaction C494/C494M-99ael Standard Specification for Chemical Admixtures for Concrete C535-01 Standard Test Method for Resistance to Degradation of Large - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine C566-97 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying C595-00ael Standard Specification for Blended Hydraulic Cements C597-97 Standard Test Method for Pulse Velocity Through Concrete C618-01 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete C666-97 Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing C803/C803M-97el Standard Test Method for Penetration Resistance of Hardened Concrete C805-97 Standard Test Method for Rebound Number of Hardened Concrete July 2008 03301 — Page 3 of 17 ECEIVE AUG 0 6 2M BY. C881-99 Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete C989-99 Standard Specification for Ground Granulated Blast-Fumace Slag for Use in Concrete and Mortars C1017/CI017M-98 Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete C1059-99 Standard Specification for Latex Agents for Bonding Fresh To Hardened Concrete C1064/C1064M-99 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete C1069-86(1997)e1 Standard Test Method for Specific Surface Area of Alumina or Quartz by Nitrogen Adsorption C1077-00 Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation C1107-99 Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Nonshrink) D75-97 Standard Practice for Sampling Aggregates Federal Specifications (Fed. Spec.). CCC-C-067C Cloth, Burlap, Jute (or Kenaf). National Institute of Standards and Technoloev (NISI) Specification HB 44-94 Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices. National Ready -Mixed Concrete Association (NRMCA) Standard. CPMB 100-90 Concrete Plant Standards. 13 SUBMITTALS The following submittals shall be in accordance with the Section 01000. A. Concrete Data. July 2008 03301 — Pape 4 of 17 ECEIVE AUG 0 6 2009 BY: Concrete Mixture Pr000rtioning: Concrete mixture proportions shall be determined by the Contractor, in accordance with the requirements in the Paragraph 2.2 below, and submitted for review. The concrete mixture quantities of each ingredient per cubic yard and nominal maximum coarse aggregate size that will be used in the manufacture of concrete shall be stated. Proportions shall indicate the mass of cement and water; the mass of aggregates in a saturated surface -dry condition; and the quantities of admixtures. The submission shall be accompanied by test reports from a laboratory complying with ASTM C 1077 which show that proportions thus selected will produce concrete of the qualities indicated No substitution shall be made in the source or type of materials used in the work without additional tests to show that the quality of the new materials and concrete are satisfactory. 2. Batch Plant: If applicable, the Contractor shall submit batch plant data for review for conformance with applicable specifications. 3. Concrete Mixers: If applicable, the Contractor shall submit concrete mixer data which includes the make, type, and capacity of concrete mixers proposed for mixing concrete in conformance with the Paragraphs 3.1 A and 3.1 C below. 4. Conveying Equipment and Methods: The conveying equipment and methods for transporting, handling, and depositing the concrete shall be submitted for review. 5. Placing Equipment and Methods: Placing equipment and methods shall be submitted for review in conformance with the Paragraph 3.1 A below. 6. Curing and Protection: The curing medium and methods to be used shall be submitted for review and approval. 7. Cold -Weather Placing: If concrete is to be placed under cold -weather conditions, the proposed materials, methods, and protection meeting the requirements of the Paragraph 3.3D below, shall be submitted for approval. 8. Hot -Weather Placing: If concrete is to be placed under hot -weather conditions, the proposed materials and methods, meeting the requirements of the Paragraphs 3.3E and 3.4 below, shall be submitted for review and approval. 9. Cmentitious Materials: Cement will be accepted on the basis of the manufacturer's certification of compliance, accompanied by mill test reports that materials meet the requirements of the specification under which they are furnished. Certification and mill test reports shall be from samples taken from the particular lot furnished. No cementitious materials shall be used until notice of acceptance has been given by the Architect(Engineer (A/E). If required, cementitious materials will be subject to check testing from samples obtained at the source, at transfer points, or at the project site, as scheduled by the A/E, and sampling will be by or under the, supervision of the A/E at contractors expense. Material not meeting specifications shall be promptly removed from the work site. July 2008 03301 — Pape 5 of 17 RECEIVE AUG 0 6 2009 BY: 10. Chemical Admixtures: Chemical admixtures shall be reviewed by A/E for compliance with the specification requirements. H. Membrane -Forming Curing Compound: Membrane -forming curing compound shall be reviewed by A/E for compliance with the specification requirements. 12. Non -shrink Grout: Descriptive literature of the non -shrink grout proposed for use shall be famished together with a certificate from the manufacturer stating that it is suitable for the application or exposure for which it is being considered. 1.4 TESTING AND SAMPLING The A/E may, at it's discretion, sample and test aggregates and concrete to determine compliance with the specifications. The Contractor shall provide facilities and labor as may be necessary for procurement of representative test samples. Samples of aggregates will be obtained at the point of batching in accordance with ASTM D 75. Concrete will be sampled in accordance with ASTM C 172. A. Preconstruction Sampling and Testing. Cementitious Materials. Admixtures, and Curing Compound. If required, at least 45 days in advance of concrete placement, the Contractor shall notify the A/E of the source of materials, along with sampling location, brand name, type, and quantity to be used in the manufacture and curing of the concrete. 1.5 DESIGN REQUIREMENTS __A._. - Concrete Strength. Specified compressive strength fc for the concrete WeYnwy,shall be 5000 psi @ 28 dayswitha maximum water -cement ratio of 0.40. 1.6 CONSTRUCTION TOLERANCES FOR REINFORCED CONCRETE The definitions of the terms used below shall be as defined in ACI 117. Level and Grade tolerance measurements of slabs shall be made as soon as possible after finishing. When forms or shoring are used, the measurements shall be made prior to removal. Tolerances are not cumulative. The most restrictive tolerance controls. Tolerances shall not extend the structure beyond legal boundaries. Except as specified otherwise, plus tolerance increases the amount or dimension to which it applies, or raises a level alignment, and minus tolerance decreases the amount or dimension to which it applied, or lowers a level alignment. A tolerance without a sign means plus or minus. Where only one (1) signed tolerance is specified, there is no limit in the other direction. (1) Variation from the level In any 10 feet of or from the grades length......... 1/4-inch indicated on the drawings In arty bay or in any 20 fat of length . 3/84rrch aah, 2%8 03301— Page 6 of 17 1*1 2.1 ECEIVE AUG 0 6 2009 (2) Variation of the linear In any bay or 20 gg lines from established feet ........... I/2 ncch position in plan Maximum ....... 1-inch (3) Variation in cross -sectional Minus .......... 1/4-inch dimensions in the thickness Plus............ 1/2-inch of slabs MEASUREMENT AND PAYMENT A. The "Concrete Walkway" shall be measured and paid at the contract unit price per linear foot of the "Concrete Walkway" installed as described in the Contractor's Proposal Form. Payment shall constitute full compensation for furnishing, delivering, handling, and installing all material, labor, and equipment necessary to install the "Concrete Walkway". B. The "Concrete Lighting Foundation and Adjacent Concrete Work" shall be measured and paid at the contract unit price per each of the "Concrete Lighting Foundation and Adjacent Concrete Work" installed as described in the Contractor's Proposal Form. Payment shall constitute full compensation for furnishing, delivering, handling, and installing all material, labor, and equipment necessary to install the "Concrete Lighting Foundation and Adjacent Concrete Work". MATERIALS A. In July 2008 PART2-PRODUCTS Cementitious Materials shall be portland cement and shall conform to the paragraphs listed below. Portland Cement shall conform to ASTM C 150, Type 11, low alkali used with aggregates listed at the end of this Section. Aggreeates. General. Fine and coarse aggregates shall conform to the grading requirements of ASTM C 33. The nominal maximum size shall be as listed in Paragraph 2.213 below. Where the use of TXDOT gradations are permitted, proposed gradations shall be submitted for approval. 2. Concrete Aggregate Sources. a. Selection of Source. After award of the contract, the Contractor shall designate in writing only one (I) source or combination of sources from which it proposes to furnish aggregates. Selected samples for acceptance shall be provided for A/E's approval. t 033017 Page 7 of 17 ECEBVE AUG 0 6 2009 C. Chemical Admixtures to be used, when required or permitted, shall conform to the appropriate Paragraph below. Accelerating Admixture. Accelerators shall meet the requirements of ASTM C 494, Type C or E, except that calcium chloride or admixtures containing calcium chloride shall not be used. 2. Water -Reducing or Retarding Admixtures shall conform to ASTM C 494, Type A, B, or D, except that the 6-month and 1-year compressive strength tests are waived. D. Curing Materials. Impervious -Sheet Curing Materials. Impervious -sheet materials shall conform to ASTM C 171, Type optional, except polyethylene film shall not be used. 2. Membrane -forming Curing Compound shall conform to ASTM C 309, Type I-D or 2. Nonpigmented compound shall contain a fugitive dye and shall have the reflective requirements in ASTM C 309 waived. 3. Burlap and Cotton Mat used for curing shall conform to Fed. Spec. CCC-C-467. E. Water for mixing and curing shall be fresh, clean, potable, and free of injurious amounts of oil, acid, salt, or alkali, except that nonpotable water may be used if it meets the requirements of CRD C 400. F. Nonshrink Grout shall conform to ASTM C 1107 and shall be a commercial formulation suitable for the application proposed. G. Latex Bonding Compound. Latex agents for bonding fresh to hardened concrete shall conform to ASTM C 1059. H. Epoxy Resin for use in repairs shall conform to ASTM C 881, Type I0, Grade I or 11. 2.2 CONCRETE MIXTURE PROPORTIONING A. Ouality of Mixture. For each portion of the structure, mixture proportions shall be selected so that the strength and Water -Cement requirements listed in the Paragraph 1.5 above, are met. B. Nominal Maximum -size Coarse Aw ate shall be 1-1/2 inches except 3/4-inch nominal maximum -size coarse aggregate shall be used when one (1) of the following conditions exist: The narrowest dimension between sides of forms is less than 7-1/2 inches, the depth of the slab is less than 4 inches, or the minimum clear spacing between reinforcing is less than 2-1/4 inches. C. Air Content as delivered to the forms and as determined by ASTM C 231 shall be between July 2008 03301 — Page 8 o117 4 and 7 percent, except that when the nominal maximum -size coarse aggregate is 3/4-inch, it shall be between 4-1/2 and 7-1/2 percent. D. Slump. The slump shall be determined in accordance with ASTM C 143 and shall be within the range of I inch to 4 inches. Where placement by pump is approved, the slump shall not exceed 6 inches. E. Corrosion Inhibiting Admixture. The concrete mix shall contain a corrosion inhibiting admixture. Mix ratio shall be approved by the A/E. Admixture may be organic based or 30%calcium nitrite by mass. F. Concrete Proportioning. Trial batches and testing requirements for various quantities of concrete specified shall be the responsibility of the Contractor. Samples of aggregates shall be obtained in accordance with the requirements of ASTM D 75. Samples of materials other than aggregate shall be representative of those proposed for the project and shall be accompanied by the manufacturer's test reports indicating compliance with applicable specified requirements. Trial mixtures having proportions, consistencies, and air content suitable for the work shall be made based on methodology described in ACI 21 I.1, using at least three (3) different water -cement ratios, which will produce a range of strength encompassing those required for the work. The maximum water -cement ratios required in the Paragraph 1.5A, will be converted to a weight ratio of water to cement plus pozzolan by mass, silica fume, or GGBF slag by mass equivalency as described in ACI 211.1. Trial mixtures shall be proportioned for maximum permitted slump and air content with due consideration to the approved conveying and placement method. The temperature of concrete in each trial batch shall be reported. For each water -cement ratio, at least three (3) test cylinders for each test age shall be made and cured in accordance with ASTM C 192. They shall be tested at 7 days and at the design age specified in Paragraph 1.5 above, in accordance with ASTM C 39. From these test results, a curve will be plotted showing the relationship between water -cement ratio and strength. G Recuired .Average Compressive Strength. In meeting the strength requirements, the selected mixture proportion shall produce a required average compressive strength f cr exceeding the specified strength f c. H. Mixture Proportioning. I. Proportioning Responsibility. The concrete mixtures for the Concrete Walkway will be proportioned by and the responsibility of the Contractor and all applicable strength requirements shall be met. PART 3-EXECUTION 3.1 EQUIPMENT A. Ca ci . The batching, mixing, conveying, and placing equipment shall have a capacity of at least 37.5 cubic yards per hour. July 2008 03301 - Page 9 of 17 B. Batch Plant. If required, the Batching Plant shall conform to the requirements of NRMCA CPMB 100 and as specified; however, rating plates attached to batch plant equipment are not required. Scales. The equipment for batching by mass shall conform to the applicable requirements of NIST HB 44, except that the accuracy shall be plus or minus 0.2 percent of scale capacity. The Contractor shall provide standard test weights and other auxiliary equipment required for checking the operating performance of each scale or other measuring device. C. Concrete Mixers. The mixers shall not be charged in excess of the capacity recommended by the manufacturer. The mixers shall be operated at the drum or mixing blade speed designated by the manufacturer. The mixers shall be maintained in satisfactory operating condition, and the mixer drams shall be kept five of hardened concrete. If a mixer produces unsatisfactory results, its use shall be promptly discontinued until it is repaired. Stationary Mixers. Concrete plant mixers shall be tilting, nontilting, horizontal -shaft, vertical -shaft, or pugmill and shall be provided with an acceptable device to lock the discharge mechanism until the required mixing time has elapsed. The mixing time and uniformity shall conform to the requirements in ASTM C 94 applicable to central -mixed concrete. 2. Truck Mixers. The mixing of concrete therein, and concrete uniformity shall conform to the requirements of ASTM C 94. A truck mixer may be used either for complete mixing (transit -mixed) or to finish the partial mixing done in a stationary mixer (shrink -mixed). Each truck shall be equipped with two (2) counters from which it will be possible to determine the number of revolutions at mixing speed and the number of revolutions at agitating speed. D. Convevine Equipment. Buckets. The interior hopper slope shall be not less than 58 degrees from the horizontal, the minimum dimension of the clear gate opening shall be at least five (5) times the nominal maximum -size aggregate, and the area of the gate opening shall not be less than 2 square feet. The maximum dimension of the gate opening shall not be greater than twice the minimum dimension. The bucket gates shall be grout tight when closed and may be manually, pneumatically, or hydraulically operated except that buckets larger than 2 cubic yards shall not be manually operated. The design of the bucket shall provide means for positive regulation of the amount and rate of deposit of concrete in each dumping position. 2. Transfer Hoocers. Concrete may be charged into nonagitating hoppers for transfer to other conveying devices. Transfer hoppers shall be capable of receiving concrete directly from delivery vehicles and have conical -shaped discharge features. The transfer hopper shall be equipped with a hydraulically operated gate and with a means of external vibration to effect complete discharge. Concrete shall not be held in nonagitating transfer hoppers more than 30 minutes. July 200E 03301 - Pepe 10 of 17 3. Trucks. Truck mixers operating at agitating speed or truck agitators used for transporting plant -mixed concrete shall conform to the requirements of ASTM C 94. Nonagitating equipment may be used for transporting plant -mixed concrete over a smooth road when the hauling time is less than 15 minutes. Bodies of nonagitating equipment shall be smooth, watertight, metal containers specifically designed to transport concrete, shaped with rounded comers to minimize segregation, and equipped with gates that will permit positive control of the discharge of the concrete. 4. Chutes. When concrete can be placed directly from a truck mixer, agitator, or nonagitating equipment, the chutes attached to this equipment by the manufacturer may be used. A discharge deflector shall be used when required by the A/E. Separate chutes and other similar equipment will not be permitted for conveying concrete. 5. Belt Conveyors shall be designed and operated to assure a uniform flow of concrete from mixer to final place of deposit without segregation of ingredients or loss of mortar; shall be provided with positive means for preventing segregation of the concrete at the transfer points and the point of placing; and shall be constructed so that the idler spacing shall not exceed 36 inches. The belt speed shall be a minimum of 300 feet per minute and a maximum of 750 feet per minute. If concrete is to be placed through installed horizontal or sloping reinforcing bars, the conveyor shall discharge concrete into a pipe or elephant trunk that is long enough to extend through the reinforcing bars. 6. Concrete Pumps. Concrete may be conveyed by a positive displacement pump when approved. The.pumping equipment shall be piston or squeeze pressure. The pipeline shall be rigid steel pipe or heavy-duty flexible hose. The inside diameter of the pipe shall be at least three (3) times the nominal maximum -size coarse aggregate in the concrete mixture to be 'pumped but not less than 4 inches. Aluminum pipe shall not be used. E. Vibrators of the proper size, frequency, and amplitude shall be used for the type of work being performed in conformance with the following requirements: HEAD DIAMETER FREQUENCY AMPLITUDE APPLICATION INCHES VPM INCHES General 8,000 to construction 2 to 3-12 12,000 .025 to .05 The frequency and amplitude shall be determined in accordance with CRD C 521. 3.2 PREPARATION FOR PLACING A. Embedded Items. Before placement of concrete, care shall be taken to determine that the July 200a 03301 — Pepe 11 of 17 embedded items are firmly and securely fastened in place as shown or as required. Embedded items shall be free of oil and other foreign matter, including loose coatings of rust, paint, and scale. The embedding of wood in concrete will be permitted only when specifically authorized or directed by the A/E. Voids in sleeves, inserts, and anchor slots shall be filled temporarily with readily removable materials to prevent the entry of concrete into voids. Welding, including tack welding, will not be permitted on embedded metals within 2 feet of the surface of the concrete. B. Construction Joint Treatment. I. Joint Preparation. Concrete surfaces to which additional concrete is to be bonded shall be prepared for receiving the next lift or adjacent concrete by cleaning with either air -water cutting, sandblasting, high-pressure water jet, or other approved method. Air -water cutting will not be permitted on formed surfaces or surfaces congested with reinforcing steel. Regardless of the method used, the resulting surfaces shall be free from Wtance and inferior concrete so that clean, well -bonded coarse aggregate is exposed uniformly throughout the lift surface. The edges of the coarse aggregate shall not be undercut. The surface shall be washed clean again as the last operation prior to placing the next lift. There shall be no standing water on the surface upon which concrete is placed. 2. Air -Water Cutting of a construction joint shall be performed at the proper time and only on horizontal construction joints. The air pressure used in the jet shall be 90 to 110 psi, and the water pressure shall be sufficient enough to bring the water into effective influence of the air pressure. When approved, a retarder complying with the requirements of CRD C 94 may be applied to the surface of the lift to prolong the period of time during which air -water cutting is effective. Prior to receiving approval, the Contractor shall furnish samples of the material to be used and shall demonstrate the method to be used in applications. After cutting, the surface shall be washed and rinsed for as long as a trace of cloudiness of the wash water remains. Where necessary to remove accumulated laitance, coatings, stains, debris, and other foreign material, a high-pressure water jet or sandblasting will be required as the last operation before placing the next lift 3. High -Pressure Water Jet. A stream of water under a pressure of not less than 3,000 psi may be used for cleaning. Its use shall be delayed until the concrete is sufficiently hard so that only the surface skin or mortar is removed and there is no undercutting of coarse -aggregate particles. If the water jet is incapable of a satisfactory cleaning, the surface shall be cleaned by sandblasting. 4. Wet Sandblastine. This method may be used when the concrete has reached sufficient strength to prevent undercutting of the coarse aggregate particles. The surface of the concrete shall then be washed thoroughly to remove loose materials. 5. Waste Disposal The method used in disposing waste water employed in cutting, washing, and rinsing of concrete surfaces shall not allow the waste water to stain, discolor, nor affect exposed surfaces of the structures, nor damage the environment of the project area The method of disposal shall be subject to.approval. July 2DN 03301 - Page 12 of 17 C,1 3.3 PLACING July 2W8 A. Placing Procedures. The surfaces of horizontal construction joints shall be kept continuously wet for the first 12 hours during the 24-hour period prior to placing concrete. Surfaces may be dampened immediately before placement if necessary. Concrete placement will not be permitted when, in the opinion of the A/E, weather conditions prevent proper placement and consolidation. Concrete shall be deposited as close as possible to its final position in the forms and, in so depositing, there shall be no vertical drop greater than 5 feet except where suitable equipment is provided to prevent segregation and where specifically authorized. Depositing of the concrete shall be so regulated that it may be effectively consolidated in horizontal layers 2 feet or less in thickness with a minimum of lateral movement. The amount deposited in each location shall be that which can be readily and thoroughly consolidated. Sufficient placing capacity shall be provided so concrete placement can be kept plastic and free of cold joints while concrete is being placed. Concrete shall be placed by methods to prevent segregation or loss of ingredients. Concrete transferred from one (1) conveying device to another shall be passed through a hopper that is conical in shape. The concrete shall not be dropped vertically more than 5 feet, except where a properly designed and sized elephant truck with rigid drop chute bottom section is provided to prevent segregation and where specifically authorized. Concrete will not be discharged to free -fall through reinforcing bars. B. Placement by Pump. When concrete is to be placed by pump, the nominal maximum -size coarse aggregate shall not be reduced to accommodate the pumps. The distance to be pumped shall not exceed limits recommended by the pump manufacturer. The concrete shall be supplied to the concrete pump continuously. When pumping is completed, concrete remaining in the pipeline shall be ejected without contamination of concrete in - place. After each operation, equipment shall be thoroughly cleaned, and flushing water shall be wasted outside of the forms. Grout used to lubricate the pumping equipment at the beginning of the placement will not be incorporated into the placement. C. Time Interval Between Mixing and Placing. Concrete shall be placed within 30 minutes after discharge into nonagitating equipment. When concrete is truck -mixed or when a truck mixer or agitator is used for transporting concrete mixed by a concrete plant mixer, the concrete shall be delivered to the site of the work, and discharge shall be completed within 1-1/2 hours after introduction of the cement to the aggregates. When the length of haul makes it impossible to deliver truck -mixed concrete within these time limits, batching of cement and a portion of the mixing water shall be delayed until the truck mixer is at or near the construction site. D. Cold -Weather Placing. When the concrete is likely to be subjected to freezing temperatures before the expiration of the curing period, it shall be placed in accordance with procedures previously submitted in accordance with the Paragraph 1.3 above. The ambient temperature of the space adjacent to the concrete placement and surfaces to receive concrete shall be above 32 degrees F. The placing temperature of the concrete having a minimum dimension less than 12 inches shall be between 55 and 75 degrees F when measured in accordance with ASTM C 1064. The placing temperature of the concrete having a minimum dimension greater than 12 inches shall be between 50 and 70 degrees F. Heating of the mixing water or aggregates will be required to regulate the concrete placing 03301 — Pape 13 of 17 temperatures. Materials entering the mixer shall be free from ice, snow, or frozen lumps. Salt, chemicals, or other materials shall not be mixed with the concrete to prevent freezing. E. Hot -Weather Placing. Concrete shall be properly placed and finished with procedures previously submitted in accordance with the Paragraph 1.3 above. The concrete -placing temperature shall not exceed 85 degrees F when measured in accordance with ASTM C 1064. Cooling of the mixing water and aggregates, or both, may be required to obtain an adequate placing temperature. Consolidation. Immediately after placement, each layer of concrete, including flowing concrete, shall be consolidated by internal vibrating equipment. Vibrators shall not be used to transport concrete within the forms. Hand spading may be required, if necessary, with internal vibrating along formed surfaces permanently exposed to view. Form or surface vibrators shall not be used unless specifically approved. The vibrator shall be inserted vertically at uniform spacing over the entire area of placement. The distance between insertions shall be approximately 1-1/2 times the radius of action of the vibrator. The vibrator shall penetrate rapidly to the bottom of the layer and at least 6 inches into the preceding unhardened layer if one exists. It shall be held stationary until the concrete is consolidated and then withdrawn slowly. 3.4 FINISHING The ambient temperature of spaces adjacent to surfaces being finished shall be not less than 40 degrees F. In hot weather when the rate of evaporation of surface moisture, as determined by use of Figure 2.1.5 of ACI 305P, may reasonably be expected to exceed 0.2 pound per square foot per hour. Provisions for windbreaks, shading, fog spraying, or wet covering with a light-colored material shall be made in advance of placement, and the protective measures shall be taken as quickly as finishing operations will allow. Unformed surfaces that are not to be covered by additional concrete or backfill shall have a float finish. Additional finishing shall be as specified below and shall be true to the elevation shown. Surfaces to receive additional concrete or backfill shall be brought to the elevation shown and left true and regular. Exterior surfaces shall be sloped for drainage unless otherwise shown or as directed. Joints shall be carefully made with ajointing or edging tool. All key joints shall be match cast to next panel key joint for tight fit. The finished surfaces shall be protected from stains or abrasions. Grate tampers or jitterbugs shall not be used. July 2= A. Unformed Surfaces. Broom Finish. A broom finish shall be applied to the surfaces shown. The concrete surface shall be finished with a float finish. The floated surface shall be broomed with a fiber -bristle brush in a direction transverse to that of the main traffic. Heavy broom finish shall be broomed bi-directional. B. Formed Surfaces. Unless another finish is specified, surfaces shall be left with the texture imparted by the forms except that defective surfaces shall be repaired as described in the Paragraph 3.4C below. Uniform color of the concrete shall be maintained by use of only one (1) mixture without changes in materials or proportions for a structure or portion of structure that is exposed to view or on which a special finish is required. The form panels used to produce the finish shall be orderly in arrangement, with joints between 03301 — Pape 14 of 17 6 r panels planned in approved relation to openings, building comers, and other architectural features. Forms shall not be re -used if there is evidence of surface wear or defects that can impair the quality of the surface. C. Formed Surface Repair. After removal of fortes, ridges, lips, and bulges on surfaces permanently exposed shall be removed. Repairs shall be completed within 48 hours after form removal. Surface defects are to be repaired as follows: Defective areas, voids, and honeycombs smaller than 16 square inches in area and less than 1/2-inch deep and bug holes exceeding 1/2-inch in diameter shall be chipped and filled with dry -packed mortar. Holes left by removal of tie rods shall be reamed and filled with dry -packed mortar as specified in the Paragraph 3AC2 below. Defective and unsound concrete areas larger than described shall be defined by 1/2-inch deep dovetailed saw cuts in a rectangular pattern with lines parallel to the formwork, the defective concrete removed by chipping, and the void repaired with replacement concrete. The prepared area shall be brush -coated with an epoxy resin meeting the requirements of the Paragraph 2.IH above, a latex bonding agent meeting the requirements of the Paragraph 2.1 G above, or a neat cement grout after dampening the area with water. The void shall be filled with replacement concrete in accordance with the Paragraph 3.4C2 below. 2. Material and Procedure for Repairs. The cement used in the dry -packed mortar or replacement concrete shall be a blend of the cement used for production of project concrete and white portland cement properly proportioned so that the final color of the mortar or concrete will match adjacent concrete. Trial batches shall be used to determine the proportions required to match colors. Dry -packed mortar shall consist of one (1) part cement to two and one-half (2-1 /2) parts fine aggregate. The fine aggregate shall be that used for production of project concrete. The mortar shall be remixed over a period of at least 30 minutes without addition of water until it obtains the stiffest consistency that will permit placing. Mortar shall be thoroughly compacted into the prepared void by tamping, rodding, or ramming, and struck off to match adjacent concrete. Replacement concrete shall be produced using project materials. It shall be thoroughly compacted into the prepared void by internal vibration, tamping, rodding, or ramming, and shall be struck off and finished to match adjacent concrete. Forms shall be used to confine the concrete. If an expanding agent is used in the repair concrete, the repair shall be thoroughly confined on each side, including the top surface. Metal tools shall not be used to finish permanently exposed surfaces. The repaired areas shall be cured for 7 days. The temperature of the insitu concrete, adjacent air, and replacement mortar or concrete shall be above 40 degrees F during placement, finishing, and curing. Other methods and materials for repair may be used only when approved in writing. Repairs of the so called "plaster -type" will not be permitted. 3.5 CURING AND PROTECTION A. Duration. The length of the curing period shall be determined by the type of cementitious July 2008 03301 - Pape 15 of 17 / J n July 2008 material, as specified below. Concrete shall be cured by an approved method. Type 11 Portland Cement 14 days All other 7 days Immediately after placement, concrete shall be protected from premature drying, extremes in temperatures, rapid temperature change, and mechanical damage. Materials and equipment needed for adequate curing and protection shall be available and at the placement site prior to the start of concrete placement. Concrete shall be protected from the damaging effects of rain for 12 hours and from flowing water for 14 days. No fire or excessive heat including welding shall be permitted near or in direct contact with concrete or concrete embedments. B. Moist Curing. Moist -cured concrete shall be maintained continuously, not periodically, wet for the entire curing period. If water or curing materials stain or discolor concrete surfaces that are to be permanently exposed, they shall be cleaned by an approved means. Where wooden form sheathing is left in place during curing, the sheathing shall be kept wet. Where steel fortes are left in place during curing, the forms shall be carefully broken loose from the hardened concrete and curing water continuously applied into the void to continuously saturate the entire concrete surface. Horizontal surfaces may be moist -cured by ponding, by covering with a minimum uniform thickness of 2 inches of continuously saturated sand, or by covering with saturated nonstaining burlap or cotton mats. C. Membrane -Forming Curing Compound Concrete may be cured with an approved membrane -forming curing compound in lieu of moist curing, except that membrane curing will not be permitted on a surface to which other concrete is to be bonded, on a surface containing protruding steel reinforcement, nor a surface maintained at curing temperature by use of free steam. Pigmented Curing Compound. A pigmented curing compound meeting may be used on surfaces that will not be exposed to view when the project is completed. 2. Nonpigmented Curing Compound. A nonpigmented curing compound containing a fugitive dye may be used on surfaces that will be exposed to view when the project is completed. Concrete cured with nonpigmented curing compound shall be shaded from the sun for the first 3 days when the ambient temperature is 90 degrees F or higher. 3. Application. The curing compound shall be applied to formed surfaces immediately after the fortes are removed and prior to patching or other surface treatment, except the cleaning of loose sand, mortar, and debris from the surface. The surfaces shall be thoroughly moistened with water, and the curing compound applied as soon as free water disappears. The curing compound shall be applied to unformed surfaces as soon as free water has disappeared and bleeding has stopped. The curing compound shall be applied in a two -coat continuous operation by approved motorized power -spraying equipment operating at a minimum pressure of 75 psi, at a uniform coverage of not more than 400 square feet per gallon for 03301 - Page 16 of 17 / - r July 2M each coat, and the second coat shall be applied perpendicular to the first coat. Concrete surfaces that have been subjected to rainfall within 3 hours after curing compound has been applied shall be resprayed by the method and at the coverage herein specified. Concrete surfaces on which the curing compound has been applied shall be adequately protected for the duration of the entire curing period from pedestrian and vehicular traffic and from other causes that will disrupt the continuity of the curing membrane. D. Cold -Weather Curing and Protection. When the daily outdoor low temperature is less than 32 degrees F, the temperature of the concrete shall be maintained above 40 degrees F for the first 7 days after placing. In addition, during the period of protection removal, the air temperature adjacent to the concrete surfaces shall be controlled so that concrete near the surface will not be subjected to a temperature differential of more than 25 degrees F as determined by observation of ambient and concrete temperatures indicated by suitable temperature measuring devices as required and installed adjacent to the concrete surface and 2 inches inside the surface of the concrete. The installation of the thermometers shall be made by the Contractor at locations as may be directed. END OF SECTION 03301 — Page 17 of 17 J r 4 I DIVISION III —CONCRETE SECTION 03400— PRE CAST CONCRETE PARTI—GENERAL 1.1 SCOPE OF WORK A. The work in this Section consists of furnishing plant, labor, equipment, and materials, and performing the operations associated with the installation of the barrier railings and concrete benches along the concrete walkway in accordance with the lines, grades, design, and dimensions shown and as specified herein. 1.2 REFERENCES A. The publications listed below, form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. American Concrete Institute (ACI) Publications ACI 117-90 Tolerances for Concrete Construction and Materials ACI 301-99 Specification for Structural Concrete ACI 303.1 R-97 Standard Specification for Cast -in -Place Architectural Concrete ACI 315-99 Details and Detailing of Concrete Reinforcement 1.3 DELIVERY, STORAGE, AND HANDLING OF MATERIALS A. Delivery and Storage: Materials shall be inspected for damage prior to and upon delivery to the site. They shall be transported with minimal handling. No storage area for the materials will be provided on -site. It shall be the Contractor's responsibility to store materials in an approved area Materials shall not be stored directly on the ground and shall be kept free of dirt, detrimental substances, and debris. B. Handline: Materials handling shall ensure delivery to the site in sound undamaged condition. 1.4 SUBMITTALS July 2= A. The following shall be submitted in accordance with Section 01000. Product Specifications and Installation Instructions: Submit manufacturer's product specifications and installation instructions for products and processes used in 05501 — Page 1 of 3 r construction and installation of all barrier railings for Architect/Engineer (A/E)'s approval. Drawings of Railings: Shop drawings sealed by a Professional Engineer licensed in the State of Texas shall show plan, elevations, profiles, joining method, fastening details, adjacent construction interfaces, and dimensions prior to fabrication and installation. 1.5 PERFORMANCE REQUIREMENTS A. A concrete bench shall be capable of withstanding loads comparable to those encountered in the conventional grandstand type application for these seating structures. Contour concrete bench model TF9020, El by FD Industrials or approved substitution. recommendations for maximum loading, installation and connections shall strictly be adhered to. 1.6 MEASUREMENT AND PAYMENT A. The barrier railing shall be measured and paid at the contract unit price per linear foot of the type railing installed as described in the Contractor's Proposal Form. Payment shall constitute full compensation for furnishing, delivering, handling, and installing all material, labor, and equipment necessary to install the railing. B. The concrete benches shall be measured and paid at the contract unit price per each concrete bench as described in the Contractor's Proposal Form. Payment shall constitute full compensation for furnishing, delivering, handling, and installing all material, labor, and equipment necessary to install the concrete benches. 2.1 MATERIALS July 2= PART 2-PRODUCTS A. Roce and Concrete Bollard Barrier Railing: Concrete Bollards used as posts can be precast and shall conform to specification Sections 03100, 03200, and 03301 as applicable. 2. Rope for barrier will be a 1" strand pro -set nylon rope of white color, Samson Rope Technologies manufacturer product code 170 or approved substitution. 3. All shop drawings of eyelets, castings and connections will require A/E's approval. B. All metallic components of all barrier railing systems shall stainless steel or hot dip galvanized and be able to withstand corrosive marine environment. 05WI — Pape 2 of 3 ♦ + r PART3-EXECUTION 3.1 PREPARATION A. Field Measurements shall be taken prior to preparation of shop drawings and fabrication, wherepossible. Do not delay job progress; allow for adjustments' during installation where taking field measurements before fabrication might delay work. 3.2 INSTALLATION July 2008 A. General: Fit exposed connections accurately together to form tight hairline joints. Perform cutting, drilling and fitting required for installation of rope/railing. Set work accurately in location, alignment and elevation, plumb, level, true and free of rack, measured from established lines and levels. Posts shall be anchored as recommended by the Manufacturer and approved by the A/E. END OF SECTION 05501 — Page 3 of 3