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10-4801 DRNG IMPVS FONDREN STREET
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GAS LINE I I I I I I I I I I (VERIFY D TH &SIZE) I I I I I I I I I I The seal appearing on I I I I I I I I I I I I 1 I I I I this document was I I I I I I I I I I I II I I 44.00 44.00 - ---- -II --- - RODNEY LEE SLATON IF- - - - T ---- F- -- - I -----I---- -r -- - - I--- - - r -- - - I -- ---I---- - P.E. 90298, on EXIST. 24"IkCP I I I I I I I I I I II I II I I I I I I I I I I I II I I I I I I I I I I I I I I I II I I I 400 I I I I I I I I I I I I II I I I 4200 - -- -- F -I- -----1 -- -- IiI I I I i I I I I I I I II II I -- CITY OF LA PORTE DWN: JR/RJS i I I 1 I I I I II II II I I I I I I I I I I I II I I I AA PLANNING DEPT.ENGINEERING DIV. ICK'D: RS 40.00 40.00 604 W. FAIRMONT PKWY. LA PORTS. TEXAS, 77571 0+00 1 +00 2+00 3+00 4+00 T APP'D: RS 281-471-5020; FAX: 281-470-5005 Scale: FONDREN F HaR1R ,"=20' Date: STREET FEB.. 2010 Project No.: 2010-4801 DRAINAGE SHEET: 1 MAINTENANCE 0F2 N W J ( E 0 10 20 SCALE: V'= 20' Ui{ z a z a x x a W Lu X X X X X X X X X X X LUWW x LEGEND w w w w x w w w w FOR RCP - - - - - - - - - - -.. _. C.L. DITCH . . . - . . . _ . . . TOG EXIST. 12" RCP EXIST. 15" RCP GAS LINE GAS- GAS- GAS EXIST. 12" RCP STANDING WATER STANDING WATER ,,,,,, mh STANDING WATER � N ° � 4, iiiiiii�i t , -. .. . i` : SNDINGATER w'�i4+g� ' .... TREES `i d' _..."k�:._..._. •, ���1 " "° 0 R i& e� 'W 4 X 1.1.9 q+' Xqb w—w— 1`d:—w— '4}-w—«—w—w—w—w—w—w—w—w—w—w—m— w—w—w '4`�.'—w—w— —w—«—w —w �• .r ] °� •°' « wad + x w�+-w �• `�°'`° ASPHALT ® CONCRETE GRAVEL + + A M9• 9 p9' p0• w-Ow-w _w-« ' kph. 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CENTERLINE ( - _ — — —-I— — I _ I r EXI T. I I I E 1IST. �r — —— ——I— — —— — I I S. ......, kgsiIt _ _ 7 OFIDITCH I I I I I �——— — —— _. — (I I 12" R P �- . I 15�RGP I * •. *�,,, 46.00 - _!_ EXIST.X15" RCP 1 I -.-_ -I_ _-L --_- - -_ �� - L__- .1-- -_- �_- - - _ -- _�- -_ -_ J- ---_ L -_- - 46.00 RODNEY LEE SLATON 1 ( I I I I EXIST. ENTERLINE I I I - -- --I----- -) I I 90298 I I I I I I ( OF DITCH I EXIST. CENTERLINE I EXIST. CENTERLINE I I I I OF) DITCH I OFD DITCH I I - -- — 44.00 The seal appearing on —�-- -- -I-- ----I-- --- ---- -I- --- --I-- -- - --- -I- ---- - -- —I-- -- - I- ---- -I-- --- --I-- -- - -1-----1-- -- - this document was I I I I I I I I I I I I authorized by I I I ( I I I EXIST. G S LINE I ( I I I I I RODNEY LEE SLATON I 1 1 I I (VERIFY DEPTH SIZE) I 1 I 1 I I I P.E. 90298, on 42.00 I 1 IH I I I I I I ______ - -- -I----- H- ---+- --- -- -- - I- -- --+- - -- -I---- - I- ---- - -- --1-- -- - I- ---- +- -- --1- -- -- ----+--- - -I-----I- --- - 42.00 I I I I I I I I I I I I I I CITY OF LA PORTE______ _________________________I I I I I I I I I I I I I I /4 % DWN: dR/Rds I I I I I I I I I I I I I 1 ________ 40.00 I I I 40.00 m PLANNING DEPT.ENGINEERING DIV. CK'D: RS siJaN 604 W. FAIRMONT PKWY. 5+00 6+00 7+00 '4A$ POTE TEAS 281-471-5020; 281-470-5005 APP'D: Rs Scale: FONDREN Date: STREET FEB., 2010 Project No.: 2010-4801 DRAINAGE SHEET: 2 MAINTENANCE OF- 2 City of La Porte, Texas Planning Department Engineering Division nrc+ii TIAIn I'11TnLJrC% nn4 n IVI/A T U M r MU- I C: IVII Not to Scale 01 Louis R. Rigby 'HARRIS COUNTY KEY MAP: 539 P, T 579 A COUNCIL Mike Mosteit Jay Martin Chuck Engelken Mike Clausen tit Daryl Leonard John Black ................. . Tommy Moser 90298 John Zemanek !Ar A\ CITY MANAGER The seal ppearing on this document was 20,10-4805 authorized by EY LEE RON BOTTOMS PRODN.E. 0298, onSLATON SHEET 1 OF 16C f. Sheet List Table Sheet Sheet Title Number 1 COVER SHEET 2 GENERALNOTES 2A HARRIS COUNTY EXPRESS REVIEW SHEET 213 DETENTION POND @ LUELLA 3 SPENWICK: PLAN AND PROFILE STA. 0+00 TO 1+39 & 17+73 TO 21+90 4 SPENWICK: PLAN AND PROFILE STA. 1+39 TO 17+73 4A SPENWICK PLAN AND PROFILE STA. 1+39 TO 17+73 5 HCFCD B106-05: PLAN AND PROFILE STA. 0+00 TO 9+33 6 HCFCD B106-05: PLAN AND PROFILE STA. 9+33 TO 13:93; STA. 22+89 TO END PROJECT 7 HCFCD B106-05: PLAN AND PROFILE STA. 13:93 TO 22+89 HCFCD B106-06: PLAN AND PROFILE 8 STA. 0+00 TO 8+20 9 HCFCD B106-06: PLAN AND PROFILE STA. 8+20 TO END OF PROJECT 10 SOUTH 3RD S-T-R.O.W.: PLAN AND PROFILE STA. 0+00 TO END OF PROJECT 11 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 0+00 TO 5+00 ARIZONA ST. R.O.W.: PLAN AND PROFILE 12 STA. 5+00 TO 9+25 13 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 9+25 TO 13+61 14 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 13+61 TO 18+61 15 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 18+61 TO 22+71 16 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 22+71 TO 26+00 16A-13 HCFCD DETAIL SHEETS 16C HEADWALL DETAILS �mC:��EOF 90298,E Sheet List Table Sheet Sheet Title Number 1 COVER SHEET 2 GENERALNOTES 2A HARRIS COUNTY EXPRESS REVIEW SHEET 213 DETENTION POND @ LUELLA 3 SPENWICK: PLAN AND PROFILE STA. 0+00 TO 1+39 & 17+73 TO 21+90 4 SPENWICK: PLAN AND PROFILE STA. 1+39 TO 17+73 4A SPENWICK PLAN AND PROFILE STA. 1+39 TO 17+73 5 HCFCD B106-05: PLAN AND PROFILE STA. 0+00 TO 9+33 6 HCFCD B106-05: PLAN AND PROFILE STA. 9+33 TO 13:93; STA. 22+89 TO END PROJECT 7 HCFCD B106-05: PLAN AND PROFILE STA. 13:93 TO 22+89 HCFCD B106-06: PLAN AND PROFILE 8 STA. 0+00 TO 8+20 9 HCFCD B106-06: PLAN AND PROFILE STA. 8+20 TO END OF PROJECT 10 SOUTH 3RD S-T-R.O.W.: PLAN AND PROFILE STA. 0+00 TO END OF PROJECT 11 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 0+00 TO 5+00 ARIZONA ST. R.O.W.: PLAN AND PROFILE 12 STA. 5+00 TO 9+25 13 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 9+25 TO 13+61 14 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 13+61 TO 18+61 15 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 18+61 TO 22+71 16 ARIZONA ST. R.O.W.: PLAN AND PROFILE STA. 22+71 TO 26+00 16A-13 HCFCD DETAIL SHEETS 16C HEADWALL DETAILS �mC:��EOF 90298,E GENERAL NOTES THE PROJECT PLANS ARE INTENDED AS A GUIDE. THE PROJECT LIMITS WILL BE DETERMINED IN THE FIELD BY THE DESIGN ENGINEER PRIOR TO CONSTRUCTION ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD PROJECT SCOPE AND QUANTITIES MAY VARY FROM THE PLANS AND/OR CROSS SECTIONS. HCFCD RESERVES THE RIGHT TO ADJUST PLANS AND QUANTITIES AS NECESSARY. PROJECTS MAY BE ADDED OR t a DELETED FROM THE PACKAGE AS PRIORITIES CHANGE. PROJECT CONSTRUCTION PRIORITY WILL BE DETERMINED BY THE ENGINEER. FENCES AND/OR OTHER ENCROACHMENTS IN THE HCFCD RIGHT—OF—WAY ARE NOT TO BE REMOVED UNLESS OTHERWISE STATED ON THE PLANS. ACCESS IS LIMITED TO THE AVAILABLE HCFCD RIGHT—OF—WAY UNLESS OTHERWISE STATED ON THE PLANS. ANY ADDITIONAL OR ALTERNATIVE ACCESS IS THE RESPONSIBILITY OF THE CONTRACTOR. � l DO NOT ENTER PRIVATE PROPERTY WITHOUT PROPER AUTHORITY FROM THE OWNER AND HCFCD: IN CASES WHERE FENCE REMOVAL IS INDICATED ON THE PLANS, THE FENCE SHOULD BE REMOVED AND PLACED NEATLY ON THE ADJACENT PROPERTY. r,I THE ENGINEER WILL DETERMINE THE ACCEPTABILITY FOR THE REUSE OF STRIPPED VEGETATION AND TOPSOIL. UNACCEPTABLE MATERIAL WILL BE REMOVED AND PAID AS EXCAVATION AND DISPOSAL. MATERIAL FOUND TO BE ACCEPTABLE FOR REUSE SHALL BE STOCKPILED ON SITE. NO SEPARATE MEASUREMENT AND PAYMENT WILL BE MADE FOR STRIPPING, STOCKPILING AND PLACING ON -SIDE TOPSOIL FOUND TO BE ACCEPTABLE FOR.REUSE. THE COST FOR THIS WORK WILL BE INCIDENTAL TO RELATED PAY ITEMS UNDER SPECIFICATION SECTION 02315 LISTED ON THE UNIT PRICE SCHEDULE. I RIPRAP REMOVED DURING EXCAVATION FOR CHANNEL REPAIRS, MEETING SPECIFICATION SECTION NUMBER 02378, RIPRAP, SHOULD BE I STOCKPILED FOR REUSE. PAYMENT SHALL BE AS EXCAVATION AND FILL (ON —SITE MATERIAL) . DISPOSE OF NONCONFORMING MATERIAL. PAYMENT FOR DISPOSAL OF NONCONFORMING MATERIAL WILL BE MADE BY SPECIFICATION SECTION NUMBER 02120, REMOVE AND DISPOSE OF I CONCRETE RUBBLE. V. i IN AREAS OF SINKHOLE AND JUGHOLE REPAIR, EXCAVATION IS REQUIRED TO EXPOSE UNDERGROUND VOIDS. SINKHOLES OCCURRING OVER OUTFALL PIPES WILL REQUIRE EXPOSING THE PIPE AND POSSIBLY REPLACING THE BAND COUPLER OR COLLAR AS DIRECTED BY THE DESIGN ENGINEER. q DEEP PLOWING (IF NEEDED) �1 THE INTENT OF DEEP PLOWING THE SLOPE OR BERM OF A CHANNEL IS TO BREAK UP THE DESICCATED SOILS AND TO ELIMINATE ANY VOIDS, i OR RILLING CLOSE TO THE SURFACE OF THE SLOPE OR BERM. THE CONTRACTOR WILL DEEP PLOW THE SLOPE OR BERM TO A MINIMUM OF DEPTH OF 2' IN AREAS CONTAINING VOIDS AND/OR RILLING. IN AREAS OF VOIDS ONLY, THE SURFACE FROM WHICH THE 2' DEPTH IS MEASURED WILL BE THE LEVEL OF THE SURROUNDING SOIL. 1 IN AREAS OF RILLING, THE RILLS WILL FIRST BE KNOCKED DOWN AND LEVELED OFF. THE 2' DEPTH WILL THEN BE MEASURED FROM THIS I _ NEW SURFACE THE CONTRACTOR WILL DETERMINE THE MEANS AND METHOD FOR DEEP PLOWING. THE INTENT OF THE CHANNEL DESILT IS TO RESTORE POSITIVE DRAINAGE DURING LOW FLOW CONDITIONS. THE CONTRACTOR SHALL GRADE THE CHANNEL FLOW LINE FOR POSITIVE FLOW. UNLESS SPECIFICALLY STATED OTHERWISE, IT IS NOT THE INTENT OF THE PROJECT TO DEEPEN THE ,w II� CHANNEL BEYOND ITS ORIGINAL DESIGN CONFIGURATION. EXCAVATION OF SILT SHOULD NOT UNDERMINE THE TOE OF THE SLOPE. WHEN DESILTING A CONCRETE LINED SECTION, REMOVE ALL SILT WITHIN THE CHANNEL ALONG THE SPECIFIED REACH. I TREES TO BE REMOVED WILL BE IDENTIFIED BY THE ENGINEER. ALL OTHER TREES TO REMAIN. t THE LOCATION AND GRADE OF THE BACKSLOPE INTERCEPTOR STRUCTURES AND SWALES SHALL BE DIRECTED BY THE ENGINEER AT THE TIME OF CONSTRUCTION. UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER, THE BACKSLOPE INTERCEPTOR STRUCTURE SHALL BE SET AT A MAXIMUM DEPTH OF 2.5 t FEET AND THE MINIMUM GRADE FOR BACKSLOPE SWALES SHALL BE 0.26. ADJUST YARD DRAINS. PAYMENT WILL BE INCIDENTAL TO UNIT ITEM 2200 SITE PREPARATION AND RESTORATION. COMPLETED SECTIONS OF THE CHANNEL WILL BE TURNED OVER FOR VEGETATION ESTABLISHMENT IN MAXIMUM 1500 FOOT SEGMENTS. CLEAR AND REMOVE ALL SILT FROM CULVERTS, PIPES AND UNDER BRIDGES TO THE PROPOSED DESIGN GRADES TO PROVIDE POSITIVE FLOW. i h .il ;I . '�rfrc�neiasa UTILITY NOTES CENTERPOINT ENERGY RESOURCES CORP. ( GAS) CAUTION: UNDERGROUND GAS FACILITIES CENTERPOIN I ENERGY MAIN LINES ( INCLUDING UNITED GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION, WHERE, APPLICABLE) ARE SHOWN IN APPROXIMATE LOCATION (S) ONLY. SERVICE LINES USUALLY ARE NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT (713) 223-4567 OR 1-800-669-8344 A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. . WHEN CENTERPOINT ENERGY GAS PIPELINE MARKINGS ARE NOT VISIBLE CALL (713) 967-8037 (7:00 A.M. TO 4:30 P.M.) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. . WHEN EXCAVATING WITHIN EIGHTEEN INCHES (181) OF THE INDICATED LOCATION OF CENTERPOINT ENERGY GAS FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. . WHEN CENTERPOINT ENERGY GAS FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPELINE. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY THE FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. . FOR EMERGENCIES REGARDING GAS LINES CALL (713) 659-3552. CENTERPOINT ENERGY HOUSTON ELECTRIC LLC WARNING: OVERHEAD ELECTRICAL FACILITIES OVERHEAD LINES MAY EXIST IN THE PROJECT AREA. CENTERPOINT ENERGY HAS NOT ATTEMPTED TO MARK THESE LINES SINCE THEY ARE CLEARLY VISIBLE, BUT THE CONTRACTOR SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONS REQUIRING MINIMUM DISTANCES BE MAINTAINED FROM HIGH VOLTAGE OVERHEAD LINES. THE CONTRACTOR MAY BE SUBJECT TO CRIMINAL PENALTIES AND LIABLE FOR ALL DAMAGES CAUSED IN WHOLE OR IN PART FOR FAILURE TO FOLLOW SUCH LAWS, ORDINANCES AND/OR REGULATIONS. TO ARRANGE FOR LINES TO BE TURNED OFF OR REMOVED, CALL THE CENTERPOINT ENERGY AREA POWER CONSULTANT AT 713-207-2222. SOUTHWESTERN BELL TELEPHONE COMPANY D/B/A AT&T TEXAS (SBC) CAUTION: SBC FACILITIES OVERHEAD FACILITIES ARE NOT SHOWN. THE LOCATIONS OF SBC UNDERGROUND FACILITIES, IF SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FAILURE TO EXACTLY LOCATE AND PRESERVE THESE FACILITIES. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO COMMENCING CONSTRUCTINO TO HAVE UNDERGROUND LINES FIELD LOCATED. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18') OF THE INDICATED LOCATION OF SBC FACILITIES, ALL EXCAVATIONS SHALL BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE SBC FACILITIES. WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR SHALL PROVIDE SUPPORT TO PREVENT DAMAGE TO SUCH FACILITIES. WHEN EXCAVATING NEAR TELEPHONE POLES, THE CONTRACTOR SHALL ADEQUATELY BRACE THE POLES FOR SUPPORT. NAVD 1988-2001 ADJUSTMENT 1) B 106-05 AND B 106-06 *DATUM=H.C.F.C. GEIOD'88/2001 ADJ* _ 2) 3rd STREET *DATUM=ASSUMED ELEVATIONS (CL N. HEADWALL -ASSUMED EL.=50.00)* 3) ARIZONA (PAST PROJECT AROUND CALENDAR YEAR 2000) *DATUM=N.G.S. SEA LEVEL 1929/1978 ADJ.* 4) SPENWICK *DATUM=H.C.F.C. GEIOD'88/2001 ADJ.* STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS 1. Obtain and comply with all applicable City, County, State, and Federal permits and approvals, with assistance from Engineer, if necessary. Obtain permit (certification) from Harris County Engineer to enter Harris County Flood Control District rightof-way. 2. Notify die Harris County Flood Control District's Property Management Department in writing at least 48 hours prior to construction. Submit the HCFCD 48 Hour Pre - Construction Notification form, a copy of the approved construction drawings, and a copy of the Corps of Engineers individual Section 404 permit, if applicable, to HCFCD, 9900 Northwest Freeway, Houston, Texas 77092, Attn.: Property Management Dept. by hand delivery, or fax to 713-684.4129 (fax number). 3. Engineer shall submit certification letter and record drawings to the Harris County Flood Control District's Property Management Department requesting inspection of items constructed in Harris County Flood Control Districtright-of-way. Prior to requesting inspection, the drainage right-of-way and/or easements shall be staked and flagged. 4. Protect, maintain, and restore existing backslope drainage systems. 5. Backslope swale and interceptor structure elevations and locations shown on plans are approximate. Final elevations and locations shall be field verified by the Engineerprior to installation. 6. Establish turf grass on all disturbed areas within the channel or detention right-of-way, except the channel bottom and wbere structural erosion measures are used. Minimum acceptance criteria are 75%coverage of live Bermuda grass and no erosion orrills deeper than 4". 7. Backfill in accordance with the Harris County Flood Control District Standard Specifications, Section 02315-Excavating and Backfilling, or equivalent. 8. Excavate channel flowline to design elevation as shown on plans and downstream, as necessary, to ensure no waterremains in the facility (storm sewer, lateral channel, or dry bottom detention basin) during normal water surface conditions in the channel, so the facility will function as intended. For wet bottom detention basins, ensure no water is above the design level in the wet bottom during normal water surface conditions in the channel. 9. Maintain flow in channel during construction and restore channel to original condition. 10. Remove all excavated material from the Harris County Flood District or drainage right- of-way. No fill is to be placed within a designated flood plain area without first obtaining a fill permit from the appropriate jurisdictional authority. � 4y�(P�E OF PF'rgs�U Pp RODNEY LEE SLATON 90298 The seal 4ppe6ring on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 3-5-11 I f` I r� I< a_ CITY OF LA PORTE OWN: JR PLANNING DEPT. ENGINEERING DIV. - a m 604 W. FAIRMONT PKWY. CK'D: LA PORTE. TEXAS, 77571 ' < 281-471-5020; FAX: 281-470-5005 APP'D: RLS Scale: !> 1"=30' HORIZ. ' DRAINAGE MAINTENANCE Date: DUNE 20.'_ -„ REHABILITATION PROJECT Project No.i d �• 2010-4805 GENERAL NOTES SHEET: ;OF r. 'I r: :. 1, PAVING 2, SIDENTIAL / SUBDIVISION DRAINA ESIGN THICKNESS OF PAVING I. INAGE SYSTEM TYPE II. BILIZED SUBGRADE TO A DEPTH OF III. GN STRENGTH OF CONCRETE psi ❑ RM SEWER IV. AND PLACEMENT OF STEEL: ❑ IDE DITCH DRIVEWAYS I. NUMB F DRIVEWAY APPROACHES PROPOSED: I(.. DESIGN OD USED COMMERCIAL / OTHER SITE DRAIN OSED DRAINAGE AREA ❑ DEVELOPMENT AREA: ❑ ELOPMENT.AREA (AMOUNT INCREASED IM OUS AREA): II. HARRIS NTY STANDARD DRIVEWAY DETAIL RS ElCITY OF STON FREQUENCY ❑ ON SHE _.._......__ El OTHER NEW AREA XN=RE _ACRE FEET 5 AV DETENTION REQUIRE.75 FI PARATUS ACC ROAD III. DRAINAGE SYSTEM FALL OTHER: AV PROPOSED VOLUME FEET ❑ REQUIRED AND N ON SHEET(S) ❑ TO DETENTION PO ❑ NOT REQUIRED D 0 ❑ DETENTION POND M I BY nl. OUTFACE OUTFACE TO ❑ H.C. ROAD ITC CURB ❑ TO HCFCD DRAINAGE UNIT N0. ❑EXISTING H.C. EWEI 1. ISLANDS AND MEDIANS IRE ST D 6" CURBING ❑ TO HARRIS COUNTY E DITCH ❑ OTHER .II. ❑ STANDARD 6" CURBIN OP ROAD NAME: ROADSIDE DITCH OUTFALL: ❑ 4" x 12" CURBING PR XCEPT AT MEDIANS AND ISLANDS [-]STATIC W.S.E. 0 OUT S -- —. ALLOWABLE OUTFALL RAT TRAFFIC SIDERATIONS ❑ PROPOSED STORM R IS SUBMERGE PROPOSED OUTFALL RA ❑ STORM SEWER OUTFAL 1. MEDIAN CUTS IV STORM SEWE FALL CAPACITY ALLOCATE TRACT FROM D. ❑ NO MEDIAN CUT OR REL 10 PROPOSED CAPACITY ATED TO TRACT FROM D. A. CFS FROM DRAINAGE A MAP DATED: (CFS) PREPARED BY: ❑ MEDIAN MODIFICATIONS SHO N SHEET FROM D E AREA MAP DATED: ACTUAL OUTFA TE: __------ __ PREPA Y: II 1-AFT RIGHT TU NE ACTU TFALL RATE: _ — �_ _ (CFS) IV. PUMPED DETE FACILITIES ❑ NO LEFT / RIGHT LANE IS PR ED VOLUME TH AVITY FLOWS: ❑ LEFT-/ RIGHT TU NE IS SHOWN HEET V. D AGE SYSTEM FLOW RATE III. TRAFFIC CO L PLAN PRIOR TO DETENTION: ❑ NO WORK IN RIGHT OF WAY IS PROPO THAT OW AFTER DETENTION (IF REQUIRED): WOULD INT E WITH TRAFFIC FLOW ❑ TRAFFIC C OIL SHOWN ON SHEET IV. TRAM GNAL ❑ NO T SIGNAL IS EXISTING / PROPOSED ❑ EXIS TRAFFIC SIGNAL DEVICES (T.C. BOXES AND PS) SH ON SHEET ❑ P SED TRAFFIC SIGNAL (BY OTHERS) V. FFIC IMPACT ANALYSIS TRAFFIC IMPACT ANALYSIS IS REQUIRED RAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: 7. FLOOD CONTROL DISTRICT CRITERIA I. DETENTION SUMMARY STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIN DRAINAGE AREA = _ ACRES RAINFALL EVENT PROBABILITY PRE —DEVELOPED PEAK RUNOFF CFS POST —DEVELOPED PEAK RUNOFF CFS DETENTION BASIN PEAK OUTFLOW CFS I MAXIMUM WATER SURFACE ELEVATION PEAK STORAGE VOLUME(AC—FT) STORAGE RATE AC —FT PER AC 107e EXCEEDANCE (10—YEAR) 1% EXCEEDANCE (100—YEAR) VOLUME T IS ENTRAN LOCITY INTO ROADSIDE DITCH OR ST SEWER: PU ECIFICATIONS AND OPERATING PLAN AP ON SHEET V. Aff RESTRICTOR SIZE ANORUTFALL PIPE SIZE: ESTRICTOR PIPE SIZE: 4, TER AN_D WASTEWATER 5. DESCRIPTION OF PROPERTY (, STORM WATER QUALITY I. OF SERVICE PROPOSED I. LEGAL DESCRIPTION ❑ ICIPALITY: A. ACREAGE: I. CONSTRUCTION PROTECTIVE MEASURES. ROUTINE MAINTENANCE & ❑ M PAL UTILITY DISTRICT: El" SWPPP SITE PLAN AND DETAILS ON SHEET(S) _LESS THAN —ONE ACRE DISTURBED ElOTH ISTRICT: ❑ PRIVAT TER AND WASTEWAT STEMS B. ❑ SUBDIVISION: II. APPLICABILITY FOR PERMANENT FEATURES. ❑ PRIVATE R SYSTEM AND IDUAL OSSF ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ INDIVIDUAL R WELL AN SF ❑ SURVEY & ABSTRACT: ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE ` ❑ OTHER: _ __ TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ® EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. C. ADJACENT ROADS: ❑ STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED II. PROOF OF CAPACITY BY -------------------------**. ❑ LETTER FROM ICT ORIZING SERVICE II. PLATTING ❑ "STORM WATER QUALITY MANAGEMENT PLAN". INCLUDED. SWQMP SITE PLAN ON AND CONNEC A. SUBDIVISION PLAT SHEET(S) ---- n TCEQ APP FOR WATE TEM AND ❑ PROPOSED PLAT / REPLAY PERMIT UASTEWATER SY ❑ RECORDED PLAT / REPLAY III. PERMANENT STORM WATER QUALITY FEATURES. (CFS) ❑ OSSF IVISION PLANNING R T PLAT NAME: ___ _—____ ❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) PLAT NUMBER ______—___�_ DETAILS AND CALCULATIONS APPEAR ON SHEET(S) (CFS) ❑ NO PLAT REQUIRED El POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS III. AM OF FLOW B. STREETS PROPOSED APPEAR ON SHEET(S) ____________ ❑PUBLIC (CFS) LOTS OR ElPRIVATE ElHYDRODYNAMIC TYPE SEPERATOR MODEL: ____________________MMERCIAL: /ESDENTIAI AVERAGE DA LOW ElPUBLIC & PRIVATE ❑ NONE ElOTHER(S): ACRE FEETHER: ACRE FEET wr III. JURISDICTIONS NOTES: ❑ CITY OF HOUSTON I. COMPLETE FOR ALL PROJECTS ❑ CITY OF If. COMPLETE FOR ALL PROJECTS. El ETJ, CITY OF HOUSTON 111. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED ❑ ETJ, CITY OF — ❑ NO ETJ Iv. HCAD AccouNr Nos. (ALA) HCPID SIGNATURE BLOCK PROJECT NAME: REHABILITATION DITCHES 2010 V. UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E.) ❑ REQUIRED AND SHOWN ON SHEET(S) ❑ NOT REQUIRED KEY MAP®page(s)-------------- *CPC 101 FORM MAY BE REQUIRED $, FLOOD PLAIN STATUS 9, WORK IN HCFCD RIGHT-OF-WAY 10 SITEWORK SUMMARY I: GENERAL INFORMATION HARRIS COUNTY ADMINISTRATIVE DATA FIRM PANEL(S) FOR PROPERTY: 1. TYPE OF WORK TO BE PERFORMED IN CHANNEL (THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY REVIEWER) FIRM PANEL(S) DATE: June 18, 2007 ❑ OUTFALL CRITICAL FACILITY ❑ YES ❑ NO STATUS OF PROPERTY ON MAP ❑ UTILITY CROSSING ❑ STORM WATER QUALITY ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ ROADWAY BRIDGE / CULVERT CROSSING ❑ DETENTION ❑ LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ FILL ACTIVITY ❑ DRAINAGE SWALE DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS ❑ REHABILITATION OF CHANNEL ❑ CUT--CU.YDS. / FILL--CU.YDS. (DRAINAGE LAYOUT PG. NO _--) (BASE FLOOD LEVEL---) ® MAINTENANCE ❑ FILL PLACEMENT ----___#ACRES ❑ LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X", ❑ TEMPORARY CROSSING ❑ ORGANIZED SEWER ❑ PUBLIC ❑ PRIVATE ADDITIONAL CRITERIA FOR PUMPED DETENTION BASINS: (INDICATE BASE FLOOD LEVEL-_ ---) ❑ OTHER ❑ ORGANIZED WATER ❑ PUBLIC ❑ PRIVATE ❑ LOCATED IN THE 10-YEAR FLOODPLAIN ❑ UNDERGROUND UTILITIES (COMBINATION WATER/SEWER) VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VOLUME = _AC -FT % OF TOTAL VOLUME MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD CHANNEL = FT./SEC. ❑ LOCATED IN CYPRESS CREEK LOMR 08-06-2369P - ❑ PAVING ❑ PUBLIC ❑ PRIVATE DRAIN TIME FOR BASIN = HOURS BASED ON HEAD CONDITIONS. (INDICATE BASE FLOOD LEVEL_---_) ❑ DRIVEWAY WITH CULVERT-_- CURB AND GUTTER, TXDOT_ ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA II.. PERMIT ❑ CULVERT-- STORMWATER DRAINAGE DESIGN REPORT OR LOMR-F CASE NO. ® US ARMY CORPS ENGINEERS NATIONWIDE SEPTIC ❑ NO ❑ EXISTING ❑ PROPOSED ❑ _ —_ — OTHER PERMIT NUMBER(S) _ 7 ❑ OTHER REPORT TITLE ❑ US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS REPORT DATE ENGINEERING FIRM ELEVATION INFORMATION ❑ OTHER SIGN CLASSIFICATION BENCHMARK USED El NO PERMITS REQUIRED DATE. OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISTRATOR Hcpco PROJECT ❑ HARRIS COUNTY FLOODPLAIN REFERENCE MARK EXPLAIN: LOCATED I - -- ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT ❑ ETJ BENCHMARK (FOR COASTAL AREAS) ❑ SCENIC DISTRICT STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS 1S PROVIDED BY OTHER PLANS: DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND ".., _. .. YEAR .OF ADJUSTMENT (2001 ADJ.) ❑TOLL ROAD PLAN TITLE ENGINEERING FIRM- DATE SIGNED BY HCFCD HCFCD PROJECT # - - EASEMENT AUTHORIZATION 2 11, HCFCD STANDARD NOTES: SEE SHEET OF THESE PLANS. III. REFERENCE / BASIS OF DETERMINATION ❑LETTERS ---- — — ❑ ENVIRONMENTAL CONSULTANT REPORT 111, HCFCD STANDARD DETAILS: SEE SHEET—!—'A--"OF THESE PLANS. 11, FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION BY --—�— REPORT TITLE _ — 1 RAMPS / SIDEWALK IV. REFER TO PLAN SHEETS 3-9 FOR EXISTING AND PROPOSED RIGHT ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL "X" REPORT DATEOF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE AND IN SHADED ZONE PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD ❑ OTHER CURB RAMPS ❑ YES ❑ N CLERKS FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, LEVEL _ __� FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) ��� •�� ��l „� ZE OF Tey,'Ilji III. FLOODPLAIN STORAGE SUMMARY (APPLIESLAND LOCATED WITHIN SIDEWALKS PROPOSE ? y�P • .... s 11 .+ OODPS?ONLY DEIPORTION er )' NOTES. A. HOME BUILDER NOTES: 1. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. If. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. N. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. r * : .. * t0 A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): 1. - 01. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL. B. DEVELOPER YES * : : * PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT C. H.O. ❑YES io RODNEY LEE SLATON - i.e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE "INFORMATION. j 90298io B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM t�jo� QFGISTERF�' DELINEATED FLOODPLAIN: It FS.,,•,,.. GR. i.e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS I� %,NAL , The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on NOTES: _ I. COMPLETE FOR ALL PROJECTS II. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100—YEAR FLOOD PLAIN iv, ❑LOMR REQUIRED VERIFIED BY: HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT 12 LANDSCAPING ❑ REQUIRED AND SHOWN ON SHEET(S) ® NOT REQUIRED NOTESe A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW, REFER TO www.eng.hctx.net/perrnits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AND/OR DRAINAGE ONLY - DATE BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE BY AS TO STORM WATER QUALITY DATE ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT INTERPOSE NO OBJECTION BY DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT—OF—WAY APPROVED: DATE / I/ FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT—OF—WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT—OF—WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE . RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION RODNEY SLATON A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE, FOR PROSECUTION. THE COMPLETED PROJECT CONSIST OF DRAWING SHEETS 1 THRU 16C _ 3-1�o SEAL SIGNATU E DATE R E V I S I O N S DATE SHEET NO. DESCRIPTION H.C. APPROVED DATE VERSION" 11.0 AUGUST 4, 2009 EXPRESS REVIEW SHEET SHEET NUMBER PROJECT NO. 2010534 2A of 16C DRAINAGE EASEMENT DESIGNATIONS 1O. HCFCD UNIT NO. B109-00-00 75' HCFCD FEE STRIP HCCF. NO. J892779. O2. HCFCD UNIT NO. B109-00-00 30' HCFCD DRAINAGE EASEMENT HCCF NO. 132821A. O3. HCFCD UNIT NO. 8109-00-00 60' HCFCD FEE STRIP HCCF NO. K113806. O HCFCD UNIT NO. B109-00-00 30' HCFCD FEE STRIP HCCF NO. K113806. O5. HCFCD UNIT NO. B109-00-00 ----- 45' HCFCD DRAINAGE EASEMENT HCCF NO. J380396. O6 HCFCD UNIT NO. B109-000-00 25' HCFCD DRAINAGE EASEMENT HCCF NO. 132821A. O7. HCFCD UNIT NO. B109-00-00 25' PUBLIC DRAINAGE EASEMENT HCCF NO. 988333. O8 HCFCD UNIT NO. B109-00-00 40' PUBLIC DRAINAGE EASEMENT HCCF NO. 1164165. O9. HCFCD UNIT NO. B109-00-00 25' HCFCD DRAINAGE EASEMENT HCCF NO. J380396. 10 HCFCD UNIT NO. B109-00-00 40' PUBLIC DRAINAGE EASEMENT HCCF NO. 1384712. 11. HCFCD UNIT NO. B109-00-00 25' HCFCD DRAINAGE EASEMENT HCCF NO. J276788. ry -J Ul UJ ry U ALIGNMENT #1 HCFCD B109-00-00 SCALES: 1 "=30' HORIZ. 1 "=3' VERT. ( I I ! 28.00 I I ( I I ! I ! I I 1 ! I I I I I ! 28.00 I I 26.00 I I I ! I I I I 1 I I I I I^--�------- 26.00 I I 24.00 1 I I ! I 1 1 1 1 1 I I I 24.00 22.00 I i !__ ._ I I - --� - - - i - -. __. 22.00 I 20.00 i I EXIST. 48" RCP (2)-,,! ! I ! II C.L. DITCH ( ! ( I I ! 20.00 EXIST. 18.00 - - -1-' :- ' _ I- - _.:..1 . . . .! -1 - - - - ) _.- I . - -- 18.00 I FL=18.20 16.00 0.12% I SE. FL=117.60 16.00 ! FL= 7A5 I ! -I -- - 14.00 I I i I I I I 14.00 1+00 0+00 NOTE: NO CONIC. LINING ALIGNMENT #3 NOTE: HEIGHT OF CURB IS DEPENDENT UPON MAINTAINING THE EXISTING TRANSVERSE SLOPE OF THE DITCH. 0 J 6'-6» » U) ALIGNMENT #1 z 7,-6„ U Q VARIABLE TOE LENGTH TO MATCH 6 -6 0 U } HEIGHT OF CURB Z ili 2» Q - • ..• .T.1 ALIGNMENT #2 V� ALIGNMENT #3 ALIGNMENTS #4 STIRRUP : `�•, :,:: •. #4 STIRRUP At Al k �• r r• » » 5.5" CONC PAVINGIEINF W/ 3" BANK SAND 5.5" CONAVIN PAVING W/ 3" BANK SAND 10 GAUGE WIRE MESH 10 GAUGE WIRE MESH NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. EVERY 60 FEET IN THE LONGITUDINAL. CONCRETE FLUME #2 CONCRETE FLUME #1 SCALE: NTS SCALE: NTS I f -,Iv OF 7) k.1111 11 0 tt RODNEY LEE SLATON jo j 90298 11 AL Th s�ppearingg on this document was authorized by RODNEY LEE SLATON P.E. 90298, on y6-�> z p c� z TEMPORARY BENCHMARKS - 1. L.P.S.M. #109, BRASS CAP WITH PUNCH MARK J w p AT SOUTHWEST CORNER OF THE INTERSECTION OF CARLOW STREET AND ANDRICKS STREET. ELEV.=23.50 o p v 2. T.B.M.#1 AT CURB INLET LEADING TO DETENTION POND IN CUL-DE-SAC AT THE INTERSECTION OF o DRY SAND DRIVE AND WEST DESERT DRIVE IN SUMMERWIND SUBDIVISION SECTION THREE (3). 0 ELEV.=24.05 a Z A REVISED TO REMOVE CONC. LINING FROM JR z DESIGN FOR AREA Q o of L CITY OF LA PORTS OWN: JR O 00 A PLANNING DEPT. ENGINEERING DIV. z 604 W. FAIRMONT PKWY. CK'D: RLS *�•• LA PORTE. TEXAS, 77571 p 281-471-5020; FAX: 281-470-5005 APP'D: RLS DESILTING PROJECT Scale: a 1"=30' HORIZ. (SPENWICK SUBDIVISION) 0 Date: HCFCD B109-00-00 JUKE, 2010 W Project No.: 2010-4805 W PLAN & PROFILE a SHEET: STA. 0+00 TO 1 +34 3 m STA. 17+73 TO +90 16 12 21 OF MATCHLINE A -A STA. 1 +39 DRAINAGE EASEMENT C C NOTE: - DESIGNATIONS HCFCD UIT NO. 8109-00-00SEE SHEET 3 O 7509-00-00 FCD HCF DI HCFCD I -00-00 O FEE STRIP -00-00 O 30HCF DFEE STRIP 25' PUBLIC DRAINAGE EASEMENT 10 40' PUBLIC D AI AHCFCD UNIT NO. 1GE EASEMENT N O CONIC. LINING /� /� HCCF. NO. J892779• HCCF NO. K113806. HCCF NO.988333. HCCF NO.1384712. HCFCD UNIT NO. B109-00-00 MATC H L I N E B-B ALIGNMENT V 1 E N T #L O 30' HCFCD DRAINAGE EASEMENT O 45HCFCD UNIT NO. B109-00-00 FHCF DCD I DRAINAGE EASEMENT T NO. B109-00-00 O 40' PUBLHCFCD IIC DRAINAGE EASEMENT IT NO. B109-00-0011 25' HCFCD DRAINAGE EASEMENT STA. 17+73 IN AREA( . HCCF NO.132821A. HCCF NO. J380396. HCCF NO.1164165. HCCF NO. J276788. O3. HCFCD UNIT NO. B109-00-00 © HCFCD UNIT NO. B109-000-00 O9. HCFCD UNIT NO. B109-00-00 HCFCD O V -OO OO 60' HCFCD FEE STRIP 25' HCFCD DRAINAGE EASEMENT 25' HCFCD DRAINAGE EASEMENT SCALES: HCCF NO. K713806. HCCF N0. 132821A. HCCF NO. J276788. 1 "=50' HORIZ. 1 11=5' VERT. { ` I ! I ( i i I! 28:00- I I I I i i I 1 i I I ( ] i I i 28.00 I I I 1 1 I ( L.- I I I I I - l i I L.-- I R-OP.i!i CONa -. --._ - ., •- � .7I: -- _-- ... '3 .- . -- - .� �. --7iIi �— - 26.0 0 -EADWALS (2)(SEE- 24.00 DETAIL SHEET 16C) 24.00 'CULPROPRESET PROP. RESETi VERTS 22.00 22.00 -CULVERTS--'EXIST. 48I RC �2)( I ( EXIST. 48 RCP (2)20.00 20.00NOTE• OIEXIST C.L.ITCH' 'AT THIS POINT1URNSNRT18.00 I 18.00R. 82 45— 0.1 %E{IST.IC.L. DITCH W FL=16...-NW. FL=15816.00 SE. FL=16.36 ..�SL FL 15 516.00 FL=17.45NE. FL=:16.29 P. .LI DITCFL= 6.25 PRO FIL .(14.0014.00 . 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 3 NOTE: HEIGHT OF CURB IS DEPENDENT UPON MAINTAINING THE EXISTING TRANSVERSE SLOPE OF THE DITCH. 7, 6„» • TEMPORARY BENCHMARKS . 6-6--- 7 -6 -. 1. L.P.S.M. #109, BRASS CAP WITH PUNCH MARK AT SOUTHWEST CORNER OF THE INTERSECTION Q J OF CARLOW STREET AND ANDRICKS STREET. » 2 T B M #1 AT CURB INLET LEADING TO DETENTION I ALIGNMENT#1 ALIGNMENT #2 ALIGNMENT #3 ALIGNMENTS Q VARIABL� TOE LENGTH TO MATCH 6-6 p HEIGHT OF CURB Z • !! 2" :•:... # 4 STIRRUP #4 STIRRUP 777 5.5" CONAIVINREINF W/ 3" BANK SAND 5.5" CONAIVIN REINF " BANK SAND 10 GAUGE WIRE MESH 10 GAUGE WIRE MESH NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE NOTE: PROVIDE TRANSVERSE CRACK T TO EITHER SIDE OF THE FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. EVERY 60 FEET IN THE LONGITUDINAL. CONCRETE FLUME #2 CONCRETE FLUME #1 SCALE: NTS SCALE: NTS `g(PjE OF Tek�S11t j• • RODNEY LEE SLATON• o 90298 1111\\\ SkNAL ENS The sea appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on `(-L-1) POND IN CUL-DE-SAC AT THE INTERSECTION OF DRY SAND DRIVE AND WEST DESERT DRIVE IN SUMMERWIND SUBDIVISION SECTION THREE (3). A REVISED TO REMOVE CONC. LINING FROM JR DESIGN FOR AREA ; of L CITY OF LA PORTS DWN: JR A PLANNING DEPT. ENGINEERING DIV. CK'D: RLS 604 W. FAIRMONT PKWY. LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 APP'D: RLS Scale: DESILTING,PROJECT 1"=50' HORIZ. DaJUNE, (SPENWICK SUBDIVISION) 2010 HCFCD B109-00-00 Project No.: 2010-4805 PLAN & PROFILE SHEET: 4 STA. 1 +34 TO 17+73 ��° 16 OF SEE SHEET 3 MATCHLINE B-B STA. 17+70 1l+UU 16+UU 1b+UU 14+UU OUTFALL #1 OUTFALL #2 --�-- i — { —L I- -�— - I I i i — --i--22.00 — 20.00 __.� _ PR . — _L I . — I _ ._I _ ... P. 80, LF i II ___ 1 — L_ _- 20 0 18" CMP $ _1 .— ._ @-1.25% - aao PROP. ( FL=14.79 -- -�" I I S. 7 1 _PROP. FL=15.79_ ExisI_r,-_ 14. _ _ — ..._:. DITOH PROP. RIPRAP I 1 1 2. -10 0aI I I i I 10.00 1+00 0+00 24.00 I _-- I .: ( ._ I - . I I I ( -- ( 24.00 22 00 .- -_.-� -- - __. I_ _ l._:. : L.._ �. _ I L. 22.00 PROP. - _ 91_F T_ _ _ _ .—.. 30' CMP 20.00 -I - @ .20%� I- -1 ( - I (-- - 20.00 PROP t1PR'OP.dONc. PROP.S .SWR. MH I-- PROP:-FL16,27-L- LINER12. --- — 1 14.Q 15.62 1 I 1g 1+00 0+00 � Y ALIGNMENT #1 � v w UJ o ° ALIGNMENT LIGNMNT#2 XALIGNMENT #3 LMAIGN E NTS 13+00 12+00 11+00 10+00 NOTE: PLACE DOWEL INTO PROPOSED CONC. 11 7+00 PAVEMENT ON 12 CENTERS. PLACE #4 NOTE: HEIGHT OF CURB IS DEPENDENT UPON MAINTAINING REBAR IMBEDDED 24" INTO PROPOSED SLOPE THE EXISTING TRANSVERSE SLOPE OF THE DITCH. PAVING. BEND #4 REBAR INTO STIRRUP 7,-6,,,, AROUND PROPOSED REBAR. POUR IN PLACE. REBAR TO 24" INTO PROPOSED 6'-6"" 5" SLOPE PAVING. VARIABLE O HCFCD —00-00HCFCD OT T t0 HCFCD T 30HC CD FEE STRIP 25' PUBLIC EASEMENT 40PUBLICDRAINAGE EASEMENT HCCF NO. K113806. HCCF NO. 988333. HCCF NO. 1384712. O UNIT NO. B109-00-00 O HCFCD NO. B109-00-00 CD I T NO. 8109-00-00 45FCD HCFCD DRAINAGE EASEMENT 40' PUBLIC CDRAINAGE EASEMENT 25' HCFCD HCF DDRAINAGE EASEMENT HCCF NO. J380396. HCCF NO. 1164165. HCCF NO. J276788. 6O. HCFCD UNIT NO. 8109-000-00 O9. HCFCD UNIT NO. B109-00-00 25' HCFCD DRAINAGE EASEMENT 25' HCFCD DRAINAGE EASEMENT HCCF NO. 132821A. HCCF NO. J380396. 7'-6"" TOE LENGTH TO MATCH 6'-6I'll HEIGHT OF CURB » 7 11 ' #4 STIRRUP :a 12 Q 5.5" CONC PAVING REINF W/ 3" BANK SAND z 10 GAUGE WIRE MESH NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE FACE OF THE 2 CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. CONCRETE FUME #2 SCALE: NTS 2 I ICI, ,II ;,1 LO #4 STIRRUP .O T � A C 5.5" CONC PAIVING REINF W/ 3" BANK SAND 10 GAUGE WIRE MESH NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. CONCRETE FUME #1 SCALE: NTS MATCHLINE A -A STA. 1 +39 HORIZ: 1 "=50' VERT. 1"=5' OF 7FkO, p /„'k • * d� ........ RODNEY LEE SLATON. . 1 90298 d hoc GIST loQI SS�ONAL � The sea appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 3.9- 11 i �oF CITY OF LA PORTS DWN: JR F a� PLANNING DEPT.ENGINEERING DIV. CK'D: RLS 604 W. FAIRMONT PKWY. xs LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 APP'D: RLS Scale: DESILTING PROJECT 1"=50' HORIZ. (SPENWICK SUBDIVISION) Da�UNE, 2010 HCFCD B109-00-00 Project No.: 2010-4805 PLAN & PROFILE SHEET. 4A STA. 1 +34 TO 17+73 OF 6 HCFCD B 106-05-00 NOTE: DITCH TO BE MAINTAINED BY CITY OF LA PORTE. SCALES: 1 "=30' HORIZ. 1 "=3' VERT. do Ar (pW I a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 6'-6,,,, DRAINAGE � EASEMENT _ Of L AOA CITY OF LA PORTE DWN: JR DESPLANNING DEPT.ENGINEERING DIV. 1O. HCFCD. UNIT NO. B106-05-00 ���\\\\\Z m CK'D: 50' PUBLIC DRAINAGE EASEMENT - — . •t `^ L J=M-4 r ��PTE of rEkgs��+ 604 W. FAIRMONT PKWY. RLS HCCF NO. J019935. iA ,. ., O2 4 HCFCD UNIT NO. 8106-05-00 LA PORTS TEXAS 77571 �,r • * t 281-471-5020; FAX: 281-470-5005 APP D: RLS . 50' PUBLIC DRAINAGE EASEMENT: •� �' � .. .................... r HCCF NO. F592610. RODNEY LEE SLATON• Scale: 90298 O 120'CD UNIT NO. B106-00-00HCFCD DRAINAGE EASEMENT tt+ O� .FG/STEK!0 -* .r _ „ , HCCF No. 8994266 5.5 CONC PAVING REINF W/ it -. �\�; DESILTING PROJECT 1 —ao HORtz. HCFCD uNlr No. 61os—oo—ao 10 GAUGE WIRE MESH 3 BANK SAND ,i' `rim"`�d "'\ (I.OMAi�) Date: IRREGULAR HCFCD FEE STRIP HCFCD �� 06-05-00 JUNE 2010 HCCF NO. C009129 NOTE: PROVIDE TRANSVERSE CRACK 1 TO EITHER SIDE OF THE The seal a earing on Project No.: Q HCFCD UNIT No. B106-00-00 FACE OF THE 2 CURB. PROVIDE A REDWOOD EXPANSION JOINT this document was 120 HCFCD FEE STRIP EVERY 60 FEET IN THE LONGITUDINAL. authorized by 2010-4805 HCCF NO. B997817 - - RODNEY LEE SLATON 7OF CONCRETE FLUME �#1 P.E. 90298, on PLAN & PROFILE m SCALE: NTS 3 -�— �) STA. 0+00 TO 9+33 - 6 �—�, 28.00 - 26.00 24.00 22.00 -ZV.VV 18.00 I 16.00 ---- i 14.00 NOTE: DITCH TO BE MAINTAINED BY CITY OF LA PORTE. HCFCD B 106-05-00 - i I 1 j ------- __.. _ --I----- -- -_. _.. - . I j EXIS . 30" CMP _- j j I EXIST. CL DITCH— I - i IP: FL=1-6.99 --------- - i - ; ---- I PROP. 459 LF R DIT H @ 0.18% E SCALES: 1 "=30' HORIZ. 1 "=3' VERT. ----- I FL=16.16 I 10+00 11+00 12+00 13+00 DRAINAGE EASEMENT DESIGNATIONS - 1O. HCFCD UNIT NO. B106-05-00 50' PUBLIC DRAINAGE EASEMENT HCCF NO. J019935. O2. HCFCD UNIT NO. B106-05-00 50' PUBLIC DRAINAGE EASEMENT HCCF NO. F592610. O3. HCFCD UNIT NO. B106-00-00 120' HCFCD DRAINAGE EASEMENT - HCCF NO. B994266 O4. HCFCD UNIT NO. B106-00-00 IRREGULAR HCFCD FEE STRIP HCCF NO. C009129 O5. HCFCD UNIT NO. B106-00-00 120 HCFCD FEE STRIP HCCF NO. B997817 NOTES: 1. THE TRAVERSE SLOPE MAY BE INCREASED AT THE DISCRETION OF THE ENGINEER TO MEET2. y/c-r CERTAIN EXISTING FIELD CONDITIONS BUT SHALL NOT EXCEED �'/FT. THE USE OF 6' LIME STABILIZED TO BE DETERMINED BY LAB REPORTS, BUT 0.2'--•I NOT LESS THAN BR. 4.4' �0. 2' 0.2LI 0.4' 2.2' 2.2' 0.4'� -0.2' I I I I rk (60' [.O.W.) I I I I �25' HMAC 5' CEMENT STABILIZED-1 SUBGRADE (88) J CRUSHED AGGREGATE BASE 6' LIME STABILIZED TYPICAL ASPHALT PAVEMENT DETAIL N.T.S. 14 18.00 - - --- - 16.00 14.00 SCALES: 1 "=30' HORIZ. 1 "=3' VERT. 14+00 23+00 24+00 25+00 5.5 CONC PAVING REINF W/ 10 GAUGE WIRE MESH 3" BANK SAND NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. CONCRETE FLUME #1 SCALE: NTS r �c�,�P•�E OF Te�,�s�,tl t RODNEY LEE SLATON �....................... i 9029:. 8 t0 ��FGISTEFiF�'\.% ail SS/ONAL E�+ The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 3�q—�l III i of Ao� CITY OF LA PORTE DWN: JR PLANNING DEPT. ENGINEERING DIV. '^ 604 W. FAIRMONT PKWY. CK'D: RLS LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 APP'D: RLS Scale: DESILTINGP��R/OJECT 1"-30' HORIZ. (LOMAX) Date: HCFCD B106-05-00 JUNE 2010 Project No.: 2010-4805 PLAN & PROFILE SHEET: STA. 9+33 TO 13+93 6 STA. 22+89 TO END OF PROJECT OF 16 I I co 0I (0 + co W W = Z U) � WU _ _U H Q ■ NOTE: DITCH TO BE MAINTAINED BY CITY OF LA PORTE. HCFCD B 106-05-00 SCALES: 1 "=30' HORIZ. 1 "=3' VERT. I 28.00 i i i i ! i , ! ! ! I I I I I i i I ! I I I I I i ( I i I. I � ; ! 1 I I I I 1 I 28.00 26.00 26.00 -- -- — _ . I j I I i I ._..-- - ----. _ _- — ��� _ __ - �-�-- i - -��- _ �- - - -- - -I-- --I__ _.L_. - - ---- _. _I ----- .. j - - i ------- �_ _ .-.. 24.0024.00 I 22.00 ! I i i i i i i ! ! 22.00 i I I ! I i j i i i i i j i j20.00 I I I I I PROP. 89 6 LF REGRADE 16 16 DITCH @ 0.0518.00 %i 0FL i 18.00 -- EXIST.- DITCH _. ;_ -_-- CL DITCH rr i -FL . IEXIST 16.00 .i � I I I I - 16.00 _._ 14.00 - I j I I I I I i ( � ( I I I I ! ! I I I I I i i j i I ( � i 14.00 14+00 15+00 16+00 17+00 18+00 19+00 DRAINAGE EASEMENT - - DESIGNATIONS - - 1O HCFCD UNIT NO. B106-05-00 50' PUBLIC DRAINAGE EASEMENT Ln • : �..:: HCCF N0. J019935. � ' . . .....: ', ... .e.•:!' Y HCFCD UNIT NO. 8106-05-00 - - 50' PUBLIC DRAINAGE EASEMENT HCCF NO. F592610. - O3 HCFCD UNIT NO. 8106-00-00 120' HCFCD DRAINAGE EASEMENT 5.5" CONC PAVING REINF W/ 3" BANK SAND HCCF NO. B994266 10 GAUGE WIRE MESH O4. HCFCD UNIT NO. B106-00-00 IRREGULAR HCFCD FEE STRIP - HCCF NO. C009129 NOTE: PROVIDE „TRANSVERSE CRACK 1 TO EITHER SIDE OF THE FACE OF THE 2 CURB. PROVIDE A REDWOOD EXPANSION JOINT Q HCFCD UNIT NO. B106-00-00 EVERY 60 FEET IN THE LONGITUDINAL. 120 HCFCD FEE STRIP HCCF NO.B997817 CONCRETE FLUME #1 SCALE: NTS I 111 20+00__ 21+00 22+06 23+00 of A CITY OF LA PORTS DWN: JR PLANNING DEPT.ENGINEERING DIV. �•�� T�� ! D m CK'D: RLS OF 604 W. FAIRMONT PKWY. eX1's' I LA PORTS. TEXAS, 77571 * :' *,�i� 281-471-5020; FAX: 281-470-5005 APP'D: RLS j RODNEY LEE SLATON j Scale: �.......... 902.. .........� ���� �F��STE��° DESILTING PROJECT 1"=30' HORIZ. til ISIONAL�•'40 (LOMAX) Date: JUNE 2010 HCFCD B106-05-00 Project Na.: Th se op eanng on this document was 2010-4805 authorizeby PLAN & PROFILE SHEET: RODNEY LEE SLATON P.E. 90298, on 7 3-g. 11 STA. 13+93 TO 22+89 OF 16 3 0+00 1+00 DRAINAGE EASEMENT DESIGNATIONS - tO. HCFCD UNIT NO. B106-05-00 50' PUBLIC DRAINAGE EASEMENT HCCF NO. J019935. O2. HCFCD UNIT NO. B106-05-00 50' PUBLIC DRAINAGE EASEMENT HCCF NO. F592610. O3. HCFCD UNIT NO. B106-00-00 120' HCFCD DRAINAGE EASEMENT HCCF NO. 8994266 O4. HCFCD UNIT NO. B106-00-00 IRREGULAR HCFCD FEE STRIP HCCF NO. C009129 O5 HCFCD UNIT NO. B106-00-00 120 HCFCD FEE STRIP HCCF NO. 8997817 NOTE: DITCH TO BE MAINTAINED BY CITY OF LA PORTE. 2+00 O N + O W Z -J 2 C) 9 SCALES: 1 "=30' HORIZ. 1 "=3' VERT. 3+00 4+00 5+00 6+00 7+00 8+00 .. j.....„ of A CITY OF LA PORTE DWN: JR •;� '" r. :;. + !,: `�....�`t ��� PLANNING DEPT.ENGINEERING DIV. 1 "' CK'D: �E of Tekgs�i+ 604 W. FAIRMONT PKWY. RLS LA PORTE. TEXAS, 77571 i *; ...• _.•. * i 281-471-5020; FAX: 281-470-5005 APP'D: RLS 5.5" CONC PAVING REINF W/ j RODNEY LEE SLAroN 10 GAUGE WIRE MESH 3" BANK SAND j 90298 ............. � Scale: '1;�oFo.���.' DESILTINGP�R/OJECT 1"=30' HORIZ. FACE OF TTHED2"TCURB.ERSE PROVDECA REDWOOD DHER SIDE EXPANSION JOINT 14t �li;;��a'�- (LOMAX) Date: o EVERY 60 FEET IN THE LONGITUDINAL. HCFCD B106-06-00 DUNE 2010 CONCRETE FLUME #1 Th sea a eanng on Project No.: this document was authorized by 2010-4805 SCALE: NTS RODNEY LEE SLATON 7OF P.E. 90298, on PLAN & PROFILE l) STA. 0+00 TO 8+20 16 N U W O ry O 0 Z LIJI NOTE: SCALES: DITCH TO BE MAINTAINED BY 1 "=30' HORIZ. CITY OF LA PORTE. HCFCD B 1 06-06-00 1"=3' VERT. - i 24.00 I I _ 1 ; I I i i I i I i I ! I I i i I I 24.00 I I I I I i" 22.00 I I I ! i I I 22.00 20.00-- -- ------I --_-I ___ _ I-- -- __ -1 --- - J -----! -- ...a.� I � 1 r I � I � � � ! I !� ! EXIST{ 6" CVP PIPE 1� , I 20.00 _ — --' - (VERIIfY LOCATION &DEPTH> - --' - -- . _ _I _...I ._.. 18.00 I I ... I ... EXIST. CL I ITCH ( I I I I I I I I I 18.00 I i i I I I I I I I I � FL- 16.24 PROP. FL=18.16 ' _ 16.00 I i I I I I I I I I I I I i� 1 "'-'�i — -�--- -z-I. I I I I I I 16.00 ---I- _ _ 4---. __ __! -EXIST. CPROP. REGRADE DITCH L. DITCE _. 14.00 __ .. ! - - 1 --1-! 1 6951 0.270% I I ?-- i I I �_ I I _ i I — 14.00 — _.. I-E@- _ --- --- - i- (SEE CONC. FLUMEDET�IL) _ ._._'. _. ---i-- - - -i -- -- i--- - .'� , i - --I------ 12.00 - -- - - __!-- 12.00 I � END BL—ter 10.00---- --- -.... -- - -' i._. 10.00 I- _STA:16+14 _----------1-- -.F-- _........ - ! FL=11.04 1 ! 800 800 0 , I I I I i I I f I I I I I I I I I I I I I i I I I I I I I I i 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 DRAINAGE EASEMENT - - - DESIGNATIONS - - 1O HCFCD UNIT NO. B106-05-00 of � A CITY OF LA PORTS DWN: JR 50' PUBLIC DRAINAGE EASEMENT - •':•' •" "• �'� r.•• • ' 1—>-rllJ,�,�J.lrri-rl - _ n •• . , ..,. ,., ...• :..::...:. • . oA� PLANNING DEPT.ENGINEERING DIV. HCCF NO. J019935. '• y ' a m CK'D: RLS :.. } HCFCD .'��....���t 604 W. FAIRMONT PKWY. 50' PUBLIC DRAINAGE EASEMENT ; ;, : • ; ; ; • ;'. �c,�P�E of rekgst�, r LA PORTE. TEXAS, 77571 HCCF NO. F 592610. No. Bios-o5-o0 281-471-5020; FAX: 281-470-5005 APP'D: RLS - � � •, �� O3. HCFCD UNIT NO. 8106-00-00 - - -OF * . •k ✓ - 120' HCFCD DRAINAGE EASEMENT 5.5" CONC PAVING REINF W RODNEY LEE SLAT9i .. � Scale: HCCF No. B994266 ,0 GAUGE WIRE MESH / 3" BANK SAND j A': ` soi...... ' DESILTING PROJECT 1"=30' HORIZ. 1 ®HCFCD UNIT N0. 8106-00-00IFG/STERF�' ��rr (LOMAX) IRREGULAR HCFCD FEE STRIP Date: HCCF No: coosl2s NOTE: PROVIDE "TRANSVERSE CRACK 1 TO EITHER SIDE OF THE �1 1SS/oNnt E�� ` DUNE 2010 j FACE OF THE 2 CURB. PROVIDE A REDWOOD EXPANSION JOINT s. HCFCD UNIT NO. 8106-00-00 EVERY 60 FEET IN THE LONGITUDINAL. HCFCD B106-06-00 O 120 HCFCD FEE STRIP Y v�!G Project No.: HCCF No. B997817 - - The seal ppearing on 2010-4805 CONCRETE FLUME 7'T1 this document was SCALE: NTS authorizeRODNEY LEEPROFILEPLAN & PROFILE SHEET: P.E. 90298, on 9 3 3-9<l l STA. 8+20 TO END OF PROJECT m OF 6 I I I S. 3RD ST. ROW HCFCD F 216-04-00 NOTE: DITCH TO BE MAINTAINED BY CITY OF LA PORTE. SCALES: 111=30'HORIZ. I 11=3'VERT. --- --- -- ---- PROP. REORADE 16og LF @ 0.29%i i PROP. I.E.=3 42.00 ! PROP. I.E.-41.13! I I I i 1 42.00 ------ ------ -- ....... ---- ------- T- 7-17-717=1 40.0 40.00 0 - ----- ---------- - ------- -- 38.001 i i I i i i i i i I I I i i I I I I I 1 38.00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 Tr- 5.5 )1 CONIC PAVING REINIF 3" BANK SAND 10 GAUGE WIRE MESH NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE FACE OF THE 2,CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL, CONCRETE FLUME #1 SCALE: NTS TEMPORARY BENCHMARKS TOP OF CENTERLINE OF HEADWALL AT NORTH END OF 3RD STREET DITCH. ASSUMED ELEV.=50.00 o "yrjV OF TEX"144 4 6N 40 0 ..................... RODNEY LEE SLATON 90295 0'� - .. Q/ST CIF 4D%ISIONAL 00000 The seal gearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 0 30 60 G;RMMIG;'.� SCALE: 1"= 30' of CITY OF LA PORTE. DWN: JR PLANNING IDEPT.ENGINEERING DIV. 604 W. I FAIRMONT PKWY. CK'D: RLS rEKAS LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 APP'D: RLS Scale: DESILTING PROJECT 1"=30' HORlZ..1 te: SOUTH 3RD STREET DaJUNE 2010 HCFCD F 216-04-00 Project No.: NONE PLAN & PROFILE SHEET: 10 STA. 0+00 TO 6+40 SHEET: 16 ■ ■ ■ ^LLJ vz xo_ �C) v 0 J O of U� a0 X 9 J d W IdM 4 NIK J > x m - � N En p � N W W W 0 Z\ LL O O of < } Q W Nx X a- wd N i LLJ ^ ' �0 W N � v w 00 1b o,°j h� yNro ax i 0 ' x rl' . ^o• h�XooX A No. ro- r r r i Q o_ 0+00 90Z x0S V)(0m WWas N 7,_6", 2" 1 61 6 1-1/2" 5.5" CONC PAVING REINF W/ 10 GAUGE WIRE MESH 3" BANK SAND NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. CONCRETE FLUME SCALE: NTS BLOCK 248 x — EXIST. 6_' W.L. K -- ARIZONA STREET ROW (CLOSED) X��1 (60' ROW) } U N W CL n- } C� W PROP. 7. DITCH B, DETAIL l EXIST. E. TOB 0 O M 3: x Li 1 a fa > Ad J -� N ~ X Ld u NN 3 0 o: LU o 0 00 Li w OHE tK' Pj Y T i , - I O O + LO W „ 9.12 9.36 9.28 PROP. 391 L.F. 9.20 CL DITCH @ 0.08% NX X EXIST. W. TOB c�� ` —� N lb X STA.1+10 10^� �h ti ELEV. = 9.43 PROP. BEGIN DESILT EXIST. 60 WATERLINE, SAN. SWR. AND DRAINAGE EASEMENT 1+00 2+00 0 � M t W W BLOCK 247 3+00 DATUM: N.G.S. SEA LEVEL 1929/1978 ADJ. (CONTACT RICHARD SPICER WITH CITY OF LA PORTE FOR DETAILED INFORMATION). 4+00 5+00 Scare: Horiz. 1 " = 20' Vert. 1 = 2' It W ,4 18 x W 0 0 d 0 18 W LO 00 16 � 16 U) NATURAL GROUND---,, @ EXIS . RCP 14 14 XIST. 15" FCP _ _L — — ((VERIFY DEP H) J 7 EX ST. 36" RC 12 12 10 10 PROP. 391 L.F. CL DITCH @ 0.08% 8 8 STA. E ELEV. PROP. BEGI 6 6 4 4 2 2 0 O 0+00 1+00 2+00 3+00 4+00 5+00 NOTES: 1. ARIZONA STREET 60' ROW WAS CLOSED BY CLP. ORD #98-2233, APRIL 27, 1998, WHILE RETAINING EASEMENTS AS NOTED. 2. CENTER LINE OF DITCH IS BASE LINE. SITS 20 FT. LEFT OF WEST R.O.W. FROM S. "E" ST. TO S. "G" ST. 3. EXISTING IMPROVEMENTS ARE SHOWN IN GRAY. 4. PROPOSED IMPROVEMENTS ARE SHOWN IN BOLD BLACK. 5. FIELD VERIFY UTILITIES. LEGEND MANHOLE OMH IRON ROD x IR 5/8" IRON PIPE x IP 5/8" h EXISTING ELEV. PROP. ELEV. x 13.85 SIGN -mm- SIGN FIRE HYDRANT tFH GATE VALVE � Gv POWER POLE • PP SWBT PED. SWBT PED CATCH BASI N WATER METER TALLOW TREE Q PINE TREE GUY WIRE RCP EXIST. TOB PROP. TOB R.O.W. C.L. ROAD C.L. DITCH DITCH BOTTOM STORM SWR. ENTEX LINES SWBT LINES WATER LINES ELEC. LINES —OHE FIBER OPTICS NAT. GND. CHNLNK FNCE 0— SWALE ASPHALT WOOD EARTH — CONCRETE ''a 71 CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING DEPARTMENT ENGINEERING DIVISION r `ycP�E OF 774, .%%ti j*........................... RODNEY LEE j .....SLATO. 902se The�ppearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 3-9-t J ARIZONA ST. DRAINAGE IMPROVEMENTS PLAN & PROFILE STA. 0+00 to 5+00 CL rn ,-r N N m x 3 v �a 0 N a rH Cd M m rn 0 a z 0 U In W 0 W a z Z z B. W 0 C, 0 00 IT 0 DRAWN BY: J.R. 0 CL CHECKED BY: R.L.S. z APPROVED BY: R.L.S. L9 W REVISIONS NO. REVISION / ISSUE DATE 0 ORIGINAL ISSUE 8 10 0 0 0 co a z 0 z Q PROJECT: SCALE: a 1 " = 20' C) 0 DATE: HCAD MAP #: w 08/10 6253-B C SHEET: S HT. 11 of 16 a m '3 m 0 Ln vi m a w w ma_ w (n U)Y a x >w z a. 3a ca_ a ¢ zz o .o wCLTYOE � zc� - W LA FORTE w W w(x w w FIBER OPTICS i x SWBT LINES EXIST. ENTEX GAS LINE 0 w (FIELD VERIFY DEPTH) ENDS EAST OF ROW EXIST. SWBT LINES ll (NO LOCATED BY ENTEX) VERIFY LOCATION II w EXI . GI (1 III BLOCK 267 it 1 ^' OHE OHE 11IR 5/8" 1 20' OHE OHE OHE GV OHE OHE _ EXIST. 6" W.L. - - z "- ► - 604 W. FAIRMONT PKWY. II w LA PORTE. TEXAS h 1 8.85 8.88 � pis 9 .04 _ �. _. 1E IST. 8, /C PLANNING IS8';C/ E T. II DEPARTMENT z - - - - _ _ _ 1 ENGINEERING _ - PROP. 25 L.F. .0 PROP. BO WIDE EE 50 h tiII CL DITCH @ 0.08% DIVISION F 9.12 CL DITCH @ 0.08% DITCH BOTTOM SEE ,\�j• �O � DETAIL THIS SH ET) ^�• 7-6"" BLOCK 268 I III 2 I t_t/2,_6,. --- O4516 0' WATERLINE, SAN. SWR. AND II It :..: . . DRAINAGE EASEMENT II #4 STIRRUP r. y IIII 5.5" CONC PAVING. . ....... . :. ...... .... . INF W/ II 10 GAUGE WIRE MESH 3" BANK SAND j *RODNEY LEE 3LATON 90298 . .•Q• 5+00 6+00 7+00 8+00 9+00 NOTE: PROVIDE TRANSVERSE CRACK t' TO EITHER SIDE OF THE +j,O,�F'PFG/sTERF G•<v- FACE OF THE 2' CURB. PROVIDE A REDWOOD EXPANSION JOINT 1 ��r EVERY 60 FEET IN THE LONGITUDINAL. 1i S// „�' 4r a DATUM: N.G.S. SEA LEVEL 1929/1978 ADJ. CONCRETE FLUME • CONTACT RICHARD SPICER WITH CITY OF SCALE: NTS The seal ppearing on Scale: Horiz. 1 ;' 20' thissud clime by was N • LA PORTE FOR DETAILED INFORMATION). Vert. 1 = 2 C) RODNEY LEE SLATON P.E. 90298, on m 3^i-t ) 0 =a ?z (n VZi a �... O O� IU-o : J 'o m a p ''''' . a0 p e m a c a z x 18 v w v z w w wwww a + C (~!_) N(s) ND co N Q) 16 W W L + W + + + 16 0000 1 ARIZONA ST. I DRAINAGE a N + U) (fl m (I)W W(n (n Z °C IMPROVEMENTS o 14 I NATURAL ROUND (E. OW) /// 1 4 o 12 — __I — _—b111"_IE ___F Z 48" C NC. PIPE 12 PLAN & PROFILE STA. 5+00 to 9+25 Z UE 10 10 00 PROP. 346 L.F. DRAWN BY: J.R. p 8 CL DITCH @ 0.08% 8 Inom. PROP. 25 L.F. Hh I CHECKED BY: R.L.S.CL DITCH @ 0.08% Z STA. 8+46 APPROVED BY: R.L.S. END PROP. DITCH @ LE 8.85 z 6 6 0 REVISIONS NO. REVISION / ISSUE DATE 4 0 4 ORIGINAL ISSUE _711J Z Z •• PROJECT: SCALE: 2 2 1 1 " = 20' o 0 DATE: HCAD MAP #: 07/10 6253-8 0 0 SHEET: 5+00 6+00 7+00 8+00 9+00 S HT. 12 of 16 •3 - iii 6'-6"„ Z 2" 1-1/2" i cno� EXIST. 60' WATERLINE, m • , ., :.•• z � ' -j SAN.NAGE -EASEMENT CITY OF #4 STIRRUP = Lu .......................... ..... ............... ...... F 5.5" CONC PAVING REINF W/ v� 10 GAUGE WIRE MESH 3" BANK SAND LU x NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE U" FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. EXIST. 60' WATERLINE, SAN. SWR. AND CONCRETE FLUME �I LP.LS.D EXIST. 18" S.S. DRAINAGE EASEMENT SCALE: NTS . of (FIELD VERIFY DEPTH) BLOCK 276 �O Il�ti g° O,1 4• • yb '5. N� x h EXIST. 6" W.L. _ EXIST. 6" W.L. — — — x a EXIST. E. TOB 604 W. FAIRMONT PKWY. EXIST. E. TOB LA PORTE. TEXAS ROP. 7.5 WIDE C NC. EXIST. OVAL 48" RCP 5° tK' r�i °� DITCH BOTTOM (SEE PROP. 436 L.F. `V ` Ot` 5 RCP W/GONG. HEADWALL �ti 8.57 T DETAIL THIS SHEET) CL DITCH @ 0.08% 8,65 _ _ x ` °^ z , � PLANNING - _' _ 1 DEPARTMENT w ENCINEEING N. o ° EXIST. W. TOB x1'L tx °t 41.' DIVISION oo--o o' o—o--o30 onj�—o o—o --o o—o—o—o—oo�Eo—o EXIST. CHAIN LINK FENCE L.P.I.S.D. 0 o I w o Ld el ocK 275 j DATUM: N.G.S. SEA LEVEL 1929/1978 ADJ. (CONTACT RICHARD SPICER WITH CITY OF LA PORTE FOR DETAILED INFORMATION). �.y, . ........ sy+r .!. ....... .. ....:...� 10+00 11 +00. 12+00 13+00 %*:' *�/i �... RODNEY LEE SLATON / �.. 90298 ....y..' ASS/ONAL E�,4" rn Scale: Horiz. 1 " = 20' . ..• Vert. 1 = 2' The seal pearing on` this document was authorized by RODNEY LEE SLATON P.E. 90298, on x to 3 v c 18 HHWia - cd 16 16 ARIZONA ST. Q) DRAINAGE a z IMPROVEMENTS NATURAL GROUND E. ROW) 14 14 1 EXI T. E. TOB -- o oII I - - - - - l- I i - - I _ - - LEI - ��EXIST W. TOB - _ _ 12 PLAN & PROFILE 12 - E 1St OVAL 4 " RCP STA. 9+25 to 13+61 R P W/CONC. HEADWALL Z 10 10 - - _ I IL_I _ _ _ � I I - coo J BY:DRAWN J.R. 0 o 8 OF EXI ING DITCH a PROP. 436 L.F.o 8 CHECKED BY: R.L.S. z CL DITCH @ 0.08/o APPROVED BY: R.L.S. L7 z 6 6 0 REVISIONS NO. REVISION / ISSUE DATE 4 4 0 ORIGINAL ISSUE 08/10 Cd z PROJECT: SCALE: a 2 2 2000-4402 1 " = 20' 10 o DATE: HCAD MAP #: Ln 08/10 6253—B 0 0 SHEET: 10+00 11 +00 12+00 13+0o ISHT. 13 OF 16 0 V) L ZJ -j F- 2 F-d ^a > w a.> n. (L W a W W W J •J u- cnJ yU U' X� _U U U Z U Z Z Z is. La) a' w a IT E d 3 4 W`� N_ F- F- CN W W CITY O F Xu) W 1 W i W W w XX W W W LA PORTE L.P.LS.D. � L.P.I.S.D. ADMINISTRATION BUILDING j w INSTRUCTIONAL SUPPORT CENTER O� �1 O� ^y �° BLOCK 304 BLOCK 295 0� x �``.. �• ^� '� 50 Ntij• o h� Ix• w ,� GV 1 " = 20' -- - - - - - ---- -- - - ---- -_- _ - _ - - --- - - --- EL=1O:89 PROP. 115 L.F. = CL DITCH @ 0.08% — — — — — �� njC� EXIST. E. TOB C7 m a IK L IIl Nc' A n�• , cQ DUMPSTER l AD < L --- - - - + PROP. 7.5' WIDE CONC. ti0 ^ 8.21 ^ti N. ! 1 DITCH BOTTOM (SEE �� 0 �ti' PROP. 301 L.F. -8 33 0 r� 4� p 8.17 <l. h�b THIS SHEET) 8.41 O CL DITCH @ 0.08% O� . . x^ _ .- x 604 W. FAIRMONT PKWY. �' � LA PORTE. TEXAS w 8.49 ��' Z 8.28 U ^� x x PLANNING 0 w o BLOCK 3O3 DEPARTMENT BLOCK 296 ENGINEERING DIVISION EXIST. 60' WATERLINE, 7'-6"" 0 SAN. SWR. AND 6'-6"" I DRAINAGE EASEMENT 2" 1-1/2" L.P.I.S.D. o _ r' EXIST. 60' WATERLINE, CAREER CENTER .. .:. ' 1,' . *;x ' SAN. SWR. AND 0 #4 STIRRUP DRAINAGE EASEMENT 5.5" CONC PAVING REINFW/ 10 GAUGE WIRE MESH 3" BANK SAND NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE :••5(P�E OF Tf� It,f FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT r EVERY 60 FEET IN THE LONGITUDINAL *c *�. ••• RODNEY LEE SLATON•••j 14+00 15+00 16+00 17+00 18+00 j CONCRETE FLUME , SCALE NTS DATUM: N.G.S. SEA LEVEL 1929/1978 ADJ. '4As•••:a 90298 (CONTACT RICHARD SPICER WITH CITY OF �hiill\oN"'��?r • LA PORTE FOR DETAILED INFORMATION). Scale: Horiz. 1 ,, = 20' The seal appearing o = Vert. 1 " 2' this document was o a ¢ authorized by a a RODNEY LEE SLATON P.E. 90298, on w o z a viz z V `` Li a a d aJ a a m 0 - it o z z 0 C a za 0 18 Z 0 z Z vi N N . I 18 O F- W Ln H v) (n v) (n U) (DU) (1) (n — X x X X 55X-- • CL W W w W W w w WW a w w c?f X M LO .�Coto N .- N M �"t m cc ARIZONA ST. (D 16 w + + '° ++ + + + + ++ + I + + 16 cD cD (D(D (D N N N NN r Co 0 DRAINAGE o NATURAL ROUND (RO ) EXIST. SID WALK IMPROVEMENTS z + (n cn m Y) (n (n (n (n cn(n V) cn (n v 14 14 EXIST. E. TO EXI . W. TOB - ui - - I r II ' 12 PLAN & PROFILE 12 I - _ - I I I U i I -T2 STA. 13+61 to 18+61 Z _ I I I i—I — I— a II EXIST. 4 " RCP j F 10 Ij 10 CD 0 0 I- - - F= I= � I - LD • 1 ' - I1 I II I R I DRAWN BY: J.R. p 8 _ - - - - 8 CL PROP. 3O1 L.F.% CL PROP. 115 L.F.% CHECKED BY: RLS. CL F EXIST. DI CH APPROVED BY: R.L.S. cD z 0 6 N 6 REVISIONS 0 ' I I I REVISION / ISSUE DATE 4 4 ORIGINAL ISSUE 7/1O 0 0 w w a PROJECT: SCALE: • n- 2 2 2000-4402 1 " = 20' 1 g DATE: HCAD MAP #: 7/10 6253-B _ V 0 O SHEET: a 14+00 15+00 16+00 17+00 18+00 LSHT. 14 OF 16 m 7r ?� W W W W LI W LI W W a_ W o Z Z Z Z Z Z Z Z Z U Z a a a a a a a a - Ln re) I. LO to 00 iT N [O 0) C N (n N (n � U) X 171 X X W a r X W W W X W X W 00 X W X W X W W W F- U W W EXIST. 60' WATERLINE, SAN. SWR. AND DRAINAGE EASEMENT BLOCK 304 F 4'-0" + W — J rLb G "C6Ne. Cb .,. 19+00 to W W(0WW W W W W W W W W W>F- z Z ZZ Z Z Z Z Z U o_ Z ZOO FL E-La a a a FL Ld FL a a�> to .} N Y 1— I cVX .N—NN Z_ Ln �W F.: t— I- F- I- F- -� 1- I- X XX XX X X X X X Z- X X W W W W W W W W W W= :�}. W W X W EXIST. E. TOB Y T 8.01 — .. .. _ _N _.. - X _ _- — EXIST. W. TOB EXIST. 12" cIP — ro p� A rill X ^ 0P 20+00 BLOCK 303 EXIST. 6" W.L. �^ �t PROP. 7.5, WIDE CONC. DITCH BOTTOM (SEE p� `� • DETAIL THIS SHEET( �S L.F. qL DITCH @ 0.08% 7.85 �0 k �h x�'�b1 °b. Oti <4i• p '1� x 0 .�5. 21 +00 ems---' a Xo— ^�D �k' �°p �nIST. CONC./ N( �0 lip 1�. 22+00 19+00 20+00 21 +00 22+00 DATUM: N.G.S. SEA LEVEL 1929/1978 ADJ. (CONTACT RICHARD SPICER WITH CITY OF LA PORTE FOR DETAILED INFORMATION). Scale: Horiz. 1 " = 20' Ve rt. 1 " = 2' 1 „ = 20' 7'-6., 2" IF to #4 STIRRUP 5.5" CONC PAVING REINF W/ 10 GAUGE WIRE MESH 3" BANK SAND NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT EVERY 60 FEET IN THE LONGITUDINAL. CONCRETE FLUME SCALE: NTS 6'-6.,,. 1-1/2" CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING DEPARTMENT ENGINEERING DIVISION OF Te�.4111it RODNEY LEE SLATON �. �::.... ........ 90298� ,ffi oc QFG/STERF�'����v�i 1 i SS/ONAL E�+� The seal pearing oiof this document was authorized by RODNEY LEE SLATON P.E. 90298, on 3 •Q- d ARIZONA ST. DRAINAGE IMPROVEMENTS PLAN & PROFILE STA. 18+61 to 22+71 DRAWN BY: J.R. CHECKED BY: B.S. APPROVED BY: C.M. REVISIONS REVISION / ISSUE DATE ORIGINAL ISSUE 08 10 F OJECT: SCALE: 0-4402 1 " = 20' DATE: HCAD MAP #: 08/10 6253—B SHEET: S HT. 15 of 16 W X � XN v z CITY 0E LA PORTE 2' E. PROBED W.L. 'X4 EXIST. W.L. x TO T.O.P.=2.8' -- -' TO GV @ SAN JACINTO �` �" x @ PARK - W PROP. 7.5' WIDE CONC. EXIST. 40' WIDE H.C.F.C. hp DITCH BOTTOM (SEE y� PERPETUAL DRAINAGE EASEMENT p0 x^ry• DETAIL THIS SHEET) x�`1 p1 x�L� x�� yO�o;��0 01 p5 0 E �� x 0�. ��•�5, �� X10 L t __ - - . . .x CL DITCH @ 0.08/o O° / / = 604W P WY. EXIST. W. TOB ^L' p x 7.59 / 3 ti W p 1 " 20' LA PORTE 12.83 pG / at° < / o p I / 5.'� `a �, �pG oz ti� 5o cDt �x d/gyp ti a PLANNING e w ��� x X�� .`' ^�h wbt p hp DEPARTMENT a�e •e • ' a . '. " d<. .e . .. a.. ^� � �\ � x N �ti �'hwp x'`ti ENGINEERING .. .:d e•' 'a ^ DIVISION a♦ ..a .. d .. e.. :e• NV 4 ° 'ab 'd,° :w a ed a e: .\y,' ` :a p e •"' a a, ea .q R,, . ° e ° '.w a, x.. ., * ..d' o' ' ° e ° d d , EXIST:`C0� RET DRIVE ',x0 v x ,' .. ° '° ad °' ° a• . XISTING •' 4 • aa ° °• a d a .: ?. a .a de N� 1�� -1/ a•d ' •. < :PARKING LOT ° 4e. d _ UJ :• 2�. ? . a d.•.a., ea W 1� 4" 8. " d e; .o 4 e'. .d O/ 4 4 a.. • 4 OFT �1 • q a• ° e L d ..e ei'(PEE fkq l�f a i..e..' < �'•q aqq .. w i - e. a ° d A: W � � DcN/ 1; s ••s x1 ��°V DATUM: N.G.S. SEA LEVEL 1929/1978 ADJ RODNEY LEE SiATON: (CONTACT RICHARD SPICER WITH CITY OF % A:• 90298 23+00 24+00 25+00 26+00 LA PORTE FOR DETAILED INFORMATION). Aeseciappearing ko Scale: Horiz. 1 " = 20 on r Vert. 1 " = 2' this document was N O authorized by W RODNEY LEE SLATON m` Z P.E. 90298, on �— Q 4 I 6-6" v=i O pY p 2" 1-1/2" W V Ld z a 18 ::.. :.�:: 4 : Z VI .. .. .. .. .. . . N p :................... •........:.�. • #4 STIRRUP rl .......... .......... .. ... .... w I w 140 w w 5.5 CONC PAVING REINF W/ df ED N I N fl N N 10 GAUGE WIRE MESH 3" BANK SAND m 16 N � ,j + 0 L j i j 16 ARIZONA ST. NOTE: PROVIDE TRANSVERSE CRACK 1' TO EITHER SIDE OF THE Q FACE OF THE 2" CURB. PROVIDE A REDWOOD EXPANSION JOINT N EVERY 60 FEET IN THE LONGITUDINAL. DRAINAGE -' tQ- 14- H H ¢ H Ln U) co N CONCRETE FLUME IMPROVEMENTS PARK AVE . (ASPHALT) SCALE: NTS <- 14 14 - EXIST. CO C. PARKING LOT (BOC) v NATO L GROUND ROW) I EXIS E. TOB .. d' d • . . ao• e d: _ S 12 E 1ST. W. TOB 4 w . . PLAN & PROFILE - - - m - - - > r STA. 22+71 to 26+00 E 10 10 DRAWN BY: J.R. p 8 u - = 8 CHECKED BY: R.L.S. PROP. 260 L.F. APPROVED BY: R.L.S. CL DITCH © 0_08%0.08% STA 25+83 OF EXI TING DITCH ELEV. 7.59 0 6 6 _ REVISIONS c REVISION / ISSUE DATE 4 4 ORIGINAL ISSUE _DATE Z C z _ 5 PROJECT: SCALE: a. 2 2 2000-4402 1 " = 20' DATE: HCAD MAP #: 08/10 6253-8 U 0 0 SHEET: CL a 23+00 24+00 25+00 26+00 S HT. 16 of 1 6 m SEE STORM SEWER & 1 FT. SEE NOTES 3 HARDWARE 15 #ROOFING FELT a RIPRAP DETAIL SHEET 1 AND 2. r � CLOTH *1� v IN.FILTER FABRIC w a: a: z z ,`� HARDWARE 4 IN.F- a ° TOP OF CHANNEL LINING _ - - ( CLOTH TYPE"B" WEEP HOL:SEE WEEP HOLE DETAILS. �l `� 2 FT.4 IN. DIA. PVC STAIRS TO BE INSTALLED ° ,TSEE NOTES AT LOCATIONS SHOWN o -1� 1 AND 2.� a ON PLANS. SEE DETAIL. 8 MIN. IN. /- 4 R / DRAIN GRAVEL o:.. .. .o 0 0 0 0 o z r DRAIN GRAVEL 15 # ROOFING FELT n:::v �y 5 MIN. IN. ���IT. N 15 # ROOFING FELT Z ��- GRADE BEAM -SEE DETAI /MID —SLOPE G l !L i i I o = <� PLAN SECTION ►— o o ••:o :;� of I o o TYPE "A' (I v °' nq I I m �i / 4 IN. DIA. PVC 4 IN. PVC PIPE N WEEP HOLE (TYP.) : a p.•Q•.Q y HARDWARE CLOTH z o 8 MIN IN. # # OVER END. CLOTH 15 ROOFING FELT CONC. CHANNEL 15 ROOFING FELT / °• 0 0 0 0 0 0 0 0 o Q TOEWALL UPSTREAM / TOEWALL UPSTREAM ° &DOWNSTREAM _ & DOWNSTREAM. TOEWALL AT UPSTREAM AND• _ DOWNSTREAM ENDS OF ° LINING. (SEE TYP. CHANNEL WEEP HOLE PE "B" WEEP HOLE. FILTER FABRIC I SEAL SLAB r` ��• �+ / WEEP HOLE DETAILS. FILTER FABRIC P. L . 1_ 0 DRAIN GRAVEL LINING DETAIA (TYP.) Z ° TOP OF CHANNEL LINING 4:: 1 A AIa•:Q �.a:°°' OAF/ SPECIFY REINFORCING 1 �' 1 �' 't DRAIN GRAVEL ° Sj TEEL. SEE NOTE 11. 6 IN. 3 FT.6 IN. 1 FT. 2 FT. 1 FT. Of TOEWALL AT TOP OF CHANNEL M ( TOP 0 F BANK LINING Cn ET LINING DETAIL.) LINING. (SEE TYP. CHANNEL SEE NOTE 9. SECTION SECTION PLAN $MIN IN.-,--1-- TYPICAL CHANNEL LINING DETAIL v,A TYPE A WEEP HOLE TYPE B WEEP HOLE W ® INCHES SEE TYP. REINF. STEEL Q CHANNEL LINING DETAIL. y a ' . ° ®BARS ® INCHES CONTINUOUS DRAINAGE GEOTEXTILE TYP. 0 SYMMETRICAL GEOTEXTILE T#vv GEOCOMPOSITE WITH 8 OZ. CHANNEL ABOUT O.C. (EACH LAYER) 4 FT. MIN. Z � <i °° ° . ' d ALL AROUND NON -WOVEN GEOTEXTILE. Z C `D SEE NOTES �%i ° 0BOTTOMWIDTH 1 AND 2. `TRIM PIPE FLUSH a. WITH. CHANNEL4 IN. DIA. PVC PIPE;. Z z z z 4 IN. DIA. PVC PIPE QPILOT CHANNEL _ !v/ ° LINING IN.- - - (n If (SEE TABLE d ° ° • ° . VARIES BASED ON a o o cONE BELOW) d SIDE SLOPE, MIN. / z f— _1 FOOT VERTICAL.4< AT TOE OF SLOPE. U U W Z TYPE B WEEP HOLE. ° a O tO ' SEE WEEP HOLE DETAILS. °' EXTENT OF �` SEE NOTE 8. APPLY CONST. ADHESIVE Q ' OPTIONAL d 30 ° ( KEYED JOINT. ° THICKENED AR ,I ELEVATION TO FILTER FABRIC TOP & SECTION a ° TYP BOTTOM CONTINUOUSLY n (� _ IN. 4I. TYPE "C" WEEP HOLE Wei W `�::- ` 1 FT. SEE DETAIL A. d WEEP HOLE NOTES: Q /r\ . ° a W SEAL SLAB '�. ° I °` GALVANIZED NUTS SECTION 1. MATERIALS: U TYPE A WEEP HOLE. SEE NOTE 5. ' ( d WASHERS ON a. PIPE: 4 INCH DIA. SCH. 40 PVC d. FILTER FABRIC: z d 2 X 6 INb. DRAIN GRAVEL: SIEVE SIZE % FINER NON -WOVEN GEOTEXTILE 0 SEE WEEP HOLE DETAILS. ° i . 1 IN 100 MIN. A05 SIEVE N0. OR EQUIVALENT, — _ — Q.c • •I '•. _a • --- ASTM A LACED AT ° - 3/4 IN 70 - 100 MAX. AOS SIEVE NO. 0 ° ° 30 DEGR RVALS 3/8 _ 90 A HALF SECTION THROUGH PI NO. 4N 20 - 60 WEIGHT OZ/SY — ° °• NO. 8 0 2. CUT WEEP HOLE PIPE FLUSH WITH CONCRETE SURFACE. d .• ° °•• c. HARDWARE CLOTH: MIN. OPEN MAX. OPEN 3. TYPE "A" AND "C" WEEP HOLES FOR TYPICAL RECTANGULAR — — = _1U7 — —• — 1/8 IN 1/4 IN CONCRETE CHANNEL LINING. TO BE STAGGERED. DETAIL A Q°:, a WEEP HOLE DETAILS o 0 • PIPE OUTFALL NOTES F STING CHANNEL LINING Li Li TOE OF SLOPE 1. WHEN PLACING THROUG TING CHANNEL GENERAL NOTES: n ry bi O TYPICAL TRAPEZOIDAL CHANNEL LINING PLAN LINING, AROUND. CUT 1 INCH EMOVE 4 FEET 1. STRUCTURAL CONCRETE FOR CONCRETE CHANNEL LINING AND NONSTRUCTURAL CONCRETE FOR SEAL SLAB Li Ljj U Q 2. EXPOSE A MIN. OF 18 INCHES EL. SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION NO. 03310-CONCRETE. 2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION NO. 03310-CONCRETE. PIPE O UTFALL DETAILS 3• EXCAVATION AND BACKFILL FOR CONCRETE CHANNEL LINING SHALL BE IN ACCORDANCE WITH SPECIFICATION (FOR OUTFALLS 24-42 INCH DIA ) SECTION NO. 02316-STRUCTURAL EXCAVATING AND BACKFILLLING. IN. SEE TYP. 4. RIPRAP SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL. CHANNEL LINING DETAIL. , 3/4 INCH 5. A NON -REINFORCED 4 INCH MINIMUM NONSTRUCTURAL CONCRETE SEAL SLAB WILL BE REQUIRED BENEATH CONCRETE CHANNEL THE. BOTTOM OF CONCRETE CHANNELS. BOTTOM 6• STRUCTURAL CONCRETE GRADE BEAMS SHALL BE INSTALLED TRANSVERSLEY AT 20 FOOT MAX. CENTERS ON CONCRETE LINED CHANNELS WITH BOTTOM WIDTHS EQUAL TO OR GREATER THAN 20 FEET. 7 JOINTS: °o 9�� s;. r, ;...:•• ; .: ;• :e: 6 IN. A PLACE CONSTRUCTION AND/OR EXPANSION JOINT IN CONCRETE LOW -FLOW AND TRAPEZOIDAL BOTTOM v° CHANNEL SECTIONS AT 20 FOOT MIN., 60 FOOT MAX. SPACING CONTINUOUSLY THROUGH CHANNEL LINING. 1 FT. DOWELS ON TYPE B B. PLACE CONTROL JOINT ON SLOPES AT 20 FOOT SPACING. � "4%1111111111 FT / WEEP HOLE SEAL SLAB \ IN. CENTERS. 8. CEMENT STABILIZED SAND SHALL BE PROVIDED AND PLACED IN ACCORDANCE WITH SPECIFICATION SECTION 11-Z BO IDTH /. SEE NOTE 5. AT FT. O.C. N0. 02321-CEMENT STABILIZED SAND. SEE WEEP HOLE 9. DELETE 2 FT FLAT EDGE WHEN LINING IS BELOW TOP OF BANK: SEE MID -SLOPE LINING DETAIL. DETAILS. ` •� GREASE & WRAP 0 D OF �z .\ 10. UPSTREAM AND DOWNSTREAM TOE WALL 3 FOOT MIN. DEPTH AT BOTTOM OF SLOPE AND 8 INCHES THIICK. + PILOT CHANNEL I FT DOWEL WITH FE USE FILTER FABRIC. SEE 11. #4 AT 12 INCH O.C. MINIMUM OR EQUIVALENT WELDED WIRE FABRIC. (SEE TABLE ONE) SEE DETAIL B. CENTEPLASTIR OLE PLACE IN WEEP HOLE NOTES. THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD ANSION JOINT � IN. PROJECTS OR PROJECTS TO BE MAINTAINED BY .THE HCFCD GRADE BEAM DETAIL 3/4 I WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES CONTINUOUS STEEL THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE TAT FEET O.C. YPE C WEEP HOLE (SEE NOTE 6) IN THE END PRODUCT IN ACCORDANCE WITH RULE §137.33 (b) • SEE WEEP HOLE DETAIL L B AND (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR DETAILS. TREAD IN. PROFESSIONAL ENGINEERS. OPTIONAL z_ KEYED JOINT. NOTE: STRUCTURAL 12 TOO BEIL ERIAL 1 ?y�P(6 �F EYgsiI . • 6 IN. 1 FT. FILTER FABRIC r is Morris County SEE WEEPHOLE i *' J RISE IN. NOTES. ...............••••• .*; flood Control District .�� • �� ....-•:7 f... RODNEY LEE SIATON... • _ ;'' C O N CTI O N JOINT 0,90298 9900 Northwest Freeway 0/STERHouston, Texas 77092 lAL� ��// /�/\// SEAL SLAB SEE NOTE 5. z \` 2 The seal pea�n DATE: 08-31-05 < E A WEEP HOLE this document was SCALE: NTS 0 T FT. O.C. authorized by w SEE WEEP HOLE DETAILS. RODNEY LEE SLATON Z CONCRETE LINING HALF JOINT SHEET NUMBER TYPICAL CAL RECTANGULAR CONCRETE THICKNESS IN. P.E. 90298, an o (SLOPES ONLY) 1 6A of 16 CHANNEL LINING HALF SECTION STAIR DETAIL CONTROL JOINT P.E. SEAL AND SIGNATUARE NMI TABLE ONE gnu WIDTH PILOT CHANNEL WIDTH BW FLAT BOTTOM BW=1 -20FT 6FT BW > 20 8-FT SEE NOTES 1 & 6 TOPSOIL OVER RIPRAP TIMBER BENT FOR OUTFALLS 48 IN. DIA. AND LARGER. SEE NOTE 4 AND TIMBER BENT DETAIL. 3 0 D/2 (TYP.) CMP OR HDPE REMOVE EXISTING PIPE 10 FT. MIN. INTO SLOPE WRAP JOINT WITH 1 FT. 1 FT. z DOUBLE WIDE COUPLER TO - 30# X 12 IN. MIN. MIN. - ENGAGE A MINIMUM OF FOUR ASPHALT FELT. CORRUGATIONS ON EITHER SEE TYPICAL SIDE OF THE JOINT. C� CONCRETE NEW PIPE 5 FT. MIN. COLLAR DETAIL I I 0 INTO SLOPE • I I STAINLESS STEEL BANDS TO CMP SEE NOTE 2. SEE NOTE 9. BE LOCATED ON CROWNS OF CORRUGATIONS, (TYP.). SEE NOTE 7. EXISTING PIPE TINIPE z 1/2 IN. La- EXISTING NG ::. �• --- - - MAX. P SEE i NOTE 3. CONCRETE COLLAR 0 SEE NOTE 2.. 6 IN. ,i�\' A I 1.5 O.D. + 12 IN. MIN. MIN. ( SLOPE 6 IN. 1 DETAIL L :. 120' �• 20 FT. (MIN.) 6 IN. MIN. ALL :: •, . . CHANNEL D EXISTING FABRICATED „..., `.... ;?' AROUND (TYP.) BOTTOM PIPE ELBOW 30• SECTION EXISTING i Z PIPESEENOTE 3. PIPE ADJUSTMENT DETAIL Z - Z HIGH DENSITY CORRUGATED MANHOLE - I cD "' POLYETHYLENE (HDPE) SMOOTH 24 INCH TO 42 INCH DIAMETER `_ ' ''.:' ;;.:... LINED PIPE. CEMENT STABILIZED SAND � '• '''.• �• • PLAN TO SPRINGLINE. SEE NOTE 3SEE NOTE 9. HDPE PIPE BAND . CEMENT STABILIZED SAND 3 FT. MIN. MAINTENANCE BERM REMOVE EXISTING PIPE ALL AROUND PIPE SEE 'NOTE 3. BEDDING CONCRETE A SECTION - CMP OR HDPE. SEE NOTE 2. o 10 FT. MIN. INTO SLOPE MANHOLE SECTION PIPE DETAIL COUPLER DETAIL X I BEDDING A TOP OF TIMBER BENT TIMBER BENT FOR OUTFALLS BEDDING HDPE EXPOSED ABOVE SLOPE - 48 IN. DIA. AND LARGER. SEE i \�� ,�� CMP DETAIL \\%� 6 P7 5 FT. 2 FT. MIN. BAND COUPLER CMP BAND COUPLER DETAIL 4 IN. X 8 IN. ti w c a Z 0 a o' 0 w 0 I TIMBER BENT DETAIL. SEE NOTE 4. ,\��' \\�\ PIPE DETAIL MAX. / GALVANIZED TIMBER Q FABRICATEDBOLT IF CONCRETE LINED, ELBOW \� SEE NOTE S. 1 A ( TIMBER BENT FOR OUTFALLS 48 IN. DIA. SEE NOTE 6. EXISTING PIPE AND LARGER. SEE TIMBER BENT DETAIL. 7.7 ISSSEE NOTE 7.:•: ... ^_T..- - -- - CMP OR HDPE : ; . •...:. , SEE NOTE 2. t- SEE NOTE 7. SEE NOTE 3. I D A CONCF • 6D OR TOP OF SLOPE 6 IN. 10- PIPE ELEVATION ON 20 FT. (MIN.) OPPOSITE BANK, WHICHEVER IS SMALLER. SECTION TYPICAL STORM SEWER OUTFALL STRUCTURE LAYOUT TOPSOIL OVER RIPRAP -J PLAN FT. k•a SEE NOTE 6. o ■I N NOTE: TOE -IN RIPRAP o ACROSS CHANNEL SECTION 7E BOTTOM & UP $ SLOPE. DO NOT PLACE TOE A N AGAINST CONCRETE.TYPICAL RIPRAP AT CONC o ------�!:., EXISTING PIPE SEE NOTE 3. SEE TYPICAL CONCRETE COLLAR DETAIL. II SLOPE 6 IN. A U 20 FT. (MIN.) FABRICATED ELBOW SECTION PIPE ADJUSTMENT DETAIL -INCH AND LARGER DIAMETER CHANNEL 17 SEE NOTE 6. RIPRAP SEE NOTE 6. B SECTION ETE CHANNEL LINING DETAIL-S OPE ON 1 FT. MIN. z LLJ Q J Q PIPE DIA. W W - - VARIES F_ 4 IN. X 12 IN. U I- W SEE NOTE 7. -(':� a BU TIMER WJ W V) n O _ Q O 7�;CK � � _\NSEE NOTE 3. IL 0- 8 IN. DIA. PILE GALVANIZED C14 ry 8 IN. DIA. PILE BOLT (n SEE NOTE 6. SEE NOTE 4. TYPICAL SECTION ELEVATION TIMBER BENT DETAIL FOR 48-INCH AND LARGER OUTEALLS STORM SEWER OUTFALL NOTES: 1. INSTALL OUTFALLS 48 INCHES OR LARGER AND TREATMENT PLANT OUTFALLS OF ANY DIAMETER, WITH RIPRAP EROSION DIMENSIONED AS SHOWN IN "TYPICAL STORM SEWER OUTFALL STRUCTURE LAYOUT." 2. STORM SEWER OUTFALL PIPES WITHIN THE HCFCD RIGHT-OF-WAY PIPE OUTFALL IN CHANNELS SHALL BE CMP OR HDPE IN ACCORDANCE WITH SPECIFICATION SECTION 02642-CORRUGATED METAL PIPE, HIGH DENSITY POLYETHYLENE PIPE (HDPE) IN ACCORDANCE WITH SPECIFICATION SECTION 02505-HIGH DENSITY POLYETHYLENE PIPE, OR APPROVED EQUAL. USE TABLE BELOW FOR CORRUGATED GALVANIZED STEEL PIPE. 3. PROVIDE AND PLACE CEMENT STABILIZED SAND IN ACCORDANCE WITH SPECIFICATION SECTION NO 02321-CEMENT STABILIZED SAND w Q a_ w O o � U w U w O 0_ a_ Q BOTTOM WIDTH PIPE OUTLET INVERT 6 FEET < BW < 20 FT -1 FOOT ABOVE FLOWLINE 20 FEET < BW < 60 FT AT TOE OF SLOPE BW > 60 FT AT TOE OF SLOPE 4. TIMBER BENTS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02464-TIMBER BENTS. 5. STORM SEWER OUTFALLS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02316-STRUCTURAL EXCAVATING AND BACKFILLING. 6. RIPRAP SHALL BE PLACED IN -ACCORDANCE WITH SPECIFICATION SECTION 02378-RIPRAP AND -GRANULAR FILL. FILL RIPRAP VOIDS AND BURY RIPRAP A MINIMUM OF 6 INCHES WITH TOPSOIL ON SIDE SLOPE AS DIRECTED BY THE ENGINEER. 7. IN DETENTION BASIN, SET FLOWLINE OF OUTFALL AT TOE OF THE SLOPE. IN CHANNEL, USE ELEVATION INDICATED IN THE TABLE OR 1 FOOT ABOVE NORMAL WATER LEVEL, WHICH EVER IS HIGHER. 8. SEE CONCRETE CHANNEL LINING DETAIL SHEET FOR CMP OR HDPE OUTFALL DETAILS THROUGH CONCRETE CHANNEL LINING 9. STRUCTURAL CONCRETE #4 BARS (GRADE 40) 12 INCH O.C. EACH WAY -FOR COLLARS ONLY. CORRUGATED GALVANIZED __STEEL PIPE (TYPE 1) 2-2/3„ X 1/2 CORRUGATION 3 X 1 „ & 5 X 1 „ CORRUGATION THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD PIPE DIA. MIN.FILL* SHEET THICKNESS MIN.FILL* SHEET THICKNESS WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE (in.) (in.) gage (in.) (mm) (in.) gage (in.) (mm) IN THE END PRODUCT IN ACCORDANCE WITH RULE §137.33 (b) ®m • • , AND (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS. �' ®s • • M •• wise . • ®000 sass' sm • sm••� mm• •� * MINIMUM DEPTH OF COVER ABOVE TOP OF PIPE, MAXIMUM DEPTH OF COVER ABOVE TOP OF PIPE IS 20 FEET. RODNEY LEE SLATON 90298 : ne seat appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 3-q-11 �o 00 v� z° P o� o� 2Q' O� Harris County flood Control District 9900 Northwest Freeway Houston, Texas 77092 DATE: 12-21-2010 SCALE: NTS Lei mW = I • F ►-vu1A:a11 �.r 1:4 .tom P.E. SEAL AND SIGNATURE 8" #4 @ 12" 2 (MAX) 5" SLOPE PAVING —. — —REINF. W/ #3 @ 12" E.W. 6" 2 #4 TOE WALL DETAIL SCALE: 3/8" = 1 '-O" 5" SLOPE PAVING W/ #3 @ 12" E.W. #4X18" DOWEL ® 12" CTRS z 2" CL MIN #4 ® 12" EW ¢ '\�/\ 3 #4 #5X20" DOWEL © 12" CTRS (DRILL & FILL W/ EPDXY MINERAL GROUT) K (SEE NOTE) 4. in \ TOP OF SLOPE PAVING #5 ® 12" CTRS \ (DRILL & FILL W/ \ Q0 2 LAYERS #4 © 12" EW EPDXY MINERAL GROUT) \ (SEE NOTE) _ \ SECTION B—B DUAL 48" RCP 5 DOWELS @ 12" CTRS \ DRILL & FILL W/ SCALE: 3/8" = Y—O" \ EPDXY MINERAL GROUT) (SEE NOTE) \ #4 @ 12" (TYP.) \ ALTERNATE IN & OUT r \ w • ° < '. a .-- TYP.) I 6 #4 i DR©L1& FILRSN(TYP.) —� 12"� 3 #4 — EPDXY MINERAL GROUT I 2 LAYERS #4 ®12" EW COMPACTED FILL 6" (SEE NOTE #4 ® 12" CTRS ) ( SECTION C—C 2 LAYERS #4 @ 12 EW NTS --a DUAL 48" RCP EXIST. NATURAL GROUND PROP. CEMENT STABILIZED BACKFILL 8"X18" CURB 8„ i) 3 #4 ( ` 30• r / PLAN PROPOSED CULVERT HEADWALL NTS ELEVATION NTS TABLE OF — _- DIMENSIONS NO. OF DIAM. PIPES OF PIPES G K X H Y W 2L 48" -- 15" 11'-6" 5'-3" 7'-0" 18'-5 1/8" ....................*♦ � RODNEY LEE SLATON � A...... 90298 ..... ...� e 1E •��� �,,o�Fs GISTER � S NAL ,���s.� NOTE: TA't11� esal a peon- `ng on this document was CONTRACTOR HAS THE OPTION TO USE authorized by EXPOSED REINFORCING IN LIEU OF RODNEY LEE SLATON DRILLING AND EPDXY MINERAL GROUT. P.E. 90298, on ti 3 3 0 m v) 3. 0 z 0 v x—_ 0 a_ 0 Z z E V) W 0 u, 0 v 0 O a Z t7 Z 0 0 0 V a Z z a 0 0 0 In LL W O d / N m C% .3; R c