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UNDERWOOD BUSINESS PARK SITE PLAN
1111I IN 111 1 Imp III IiiiiIIIII UNDERWOOD RD. LA PORTE, TEXAS 77536 PROJECT TEAM: O EV ECO PM EN.T.BAONST RU CTION INO.s. CLAY DEVELOPMENT AND CONSTRUCTION, INC. 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 CONTACT: PROJECT MANAGER: PARKER JOHNSON ENGINEERIN Mr -DEVE.LOPMEN:i. S:CO NST RU CT:ION INC. s. g CLAY DEVELOPMENT AND CONSTRUCTION, INC. 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 CONTACT: CIVIL ENGINEER; DANIEL H. MARTIN, P.E. SURVEYING N RENO & ASSOCIATES ��_ ® PROF&4310mMC LAND SURDRIVE, EMG BUTT 10400 WESfOFFICE DRIVE, SUITE 105 HOUSTON, TEXAS 77042 CONTACT: Kenneth A. Gruller Texas Registered Professional Land Surveyor No. 5476 A NEW 206.81 ACRE DEVELOPMENT PROJECT FOR UNDERWOOD BUSINESS PARK IN LA PORTE, � TEXAS GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE, LATEST EDITION, WITH CITY OF LA PORTE AMENDMENTS FOR TYPE II CONSTRUCTION. ALL LOCAL AND APPLICABLE ORDINANCES SHALL BE STRICTLY ADHERED TO. 2, SHOULD THERE BE DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES AND ORDINANCES, THE REQUIREMENTS OF THE CODES AND ORDINANCES SHALL PREVAIL. 3. ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMANLIKE MANNER AND SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES FOR SUCH WORK. 4. BUILDING CONTRACTOR IS RESPONSIBLE FOR THE PROVISION OF BARRIERS AND OTHER MEASURES NECESSARY TO ASSURE A SAFE WORKING ENVIRONMENT. 5. FOR SPECIFIC NOTES PERTAINING TO THE WORK OF PARTICULAR TRADES, SEE THE APPLICABLE DRAWINGS FOR SUCH TRADE. DRAWING INDEX NO. TITLE NO. TITLE 1 COVER SHEET & DRAWING INDEX 14 PORTER STREET PLAN AND PROFILE 15 PORTER STREET PLAN AND PROFILE 2 GENERAL NOTES 16 ROADWAY CROSS SECTION 17 SWPPP 3 OVERALL SITE PLAN 18 DETAILS — SANITARY SEWER 4 PORTER STREET DRAINAGE PLAN 19 DETAILS — STORM SEWER 5 DETENTION BASIN CONSTRUCTION PLAN 20 DETAILS — STORM SEWER {- 21 DETAILS — WATER 6 PORTER STREET PLAN AND PROFILE 22 DETAILS — WATER 7 PORTER STREET PLAN AND PROFILE 23 DETAILS — PAVING 8 PORTER STREET PLAN AND PROFILE 24 DETAILS — PAVING 9 PORTER STREET PLAN AND PROFILE 10 PORTER STREET PLAN AND PROFILE 11 PORTER STREET PLAN AND PROFILE 12 PORTER STREET PLAN AND PROFILE 13 PORTER STREET PLAN AND PROFILE CITY OF LOCATION MAP 111T. " DAN'IEL H. MARTIN p/z 610T !R `0"' 00 O o 0 LO � 0 O .Q. W Ld v � z z o X PA z 0 H U ::)WIIu)* 0mC? U U) c\1 � W w i zw��ci r zcn0w` � 0�o (Loma00 j 00 w w 0 r U PO LO PAVING NOTES 1. 6" - 5 SACK, 3000 PSI REINFORCED CONCRETE WITH #4 BARS, 24" C-C OR # 3 BARS, 18" C-C. IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR THRU TRAFFIC WAYS FOR LOCAL RESIDENTIAL STREETS. 2. 7" - 5 SACK, 3000 PSI REINFORCED CONCRETE WITH #4 BARS, 24" C-C IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR COLLECTOR STREETS. 3. 8" - 5 SACK, 3000 PSI REINFORCED CONCRETE WITH #4 BARS, 18" C-C IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR MAJOR THOROUGH FARES. 4. 6" THICK, 6% DRY WEIGHT, IS THE MINIMUM LIME STABILIZED SUBGRADE FOR PAVEMENT SUBGRADE. 5. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED WITHIN EACH STREET RIGHT-OF-WAY PER LA FORTE'S STANDARD DETAILS. 6. ALL INTERSECTIONS HSLL BE CONSTRUCTED WITH WHEELCHAIR RAMPS IN ACCORDANCE WITH THE GOVERNOR'S OFFICE OF TRAFFIC SAFETY MEMORANDUM DATED MAY 6, 1976 (HIGHWAY SAFETY ACT -1973 SECTION 288). 7. ALL PAVING SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD DETAIL SHEETS. 8. ALL RETURNS SHALL BE IN ACCORDANCE WITH PICM AND THE LA PORTE ZONING ORDINANCE. 9. WHEN 6" CONCRETE PAVED ROADWAY INTERSECTS 7" CONCRETE PAVED ROADWAY OR ROADWAY, 7" CONCRETE SHALL BE CONSTRUCTED TO ENDS OF ALL CURB RETURNS. 10. FAILURE TO MEET THE REQUIREMENTS THROUGH THE TESTING PROCEDURE WILL RESULT IN THE REJECTION OF THAT PORTION DEEMED TO BE DEFICIENT. THE PROPOSED PAVEMENT DEPTHS SHOWN ON THE PLAN DETAIL SHEETS IS CONSISTENT WITH THESE NOTES AND SHALL BE USED TO DETERMINE THE REQUIREMENT IN EACH CASE. 11. FAILURE OF PAVMENT TO MEET THESE MINIMUM REQUIREMENTS WILL RESULT IN THE REJECTION OF PAVEMENT. IMMEDIATE REMOVAL AND REPLACEMENT OF SUBSTANDARD PAVEMENT SECTIONS WILL BE NECESSARY TO SATISFY THESE REQUIREMENTS. 12. PAVEMENTS EXCEEDING DEPTH OR STRENGTH REQUIREMENTS WILL BE ACCEPTED IF BOTH CRITERIAL MEET THE MINIMUM ESTABLISHED REQUIREMENTS. 13. TRANSVERSE EXPANSION JOINTS ARE REQUIRED AT MAXIMUM SPACING OF 40'-0", C-C WITH JOINTS AND VERTICAL CURB JOINTS TO BE SEALED WITH LIQUID RUBBER CONFORMING TO TXDOT ITEM 360.2 (8)c CLASS 2 (HOT POURED RUBBER) 14. EXPANSION JOINT LAYOUT FOR INTERSECTIONS SHALL BE PROVIDED BY ENGINEER TO THE CITY. 15. DENSITY TEST TO BE RETAKEN IN THE EVENT OF A Y2 " (ONE-HALF INCH) OR GREATER RAINFALL. 16. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE PUBLIC WORKS DEPARTMENT AT 281-471-5020. 17. A HARRIS COUNTY PERMIT FOR CONNECTION TO OLD UNDERWOOD ROAD REQUIRED FOR DRIVEWAY PERMIT. GENERALNOTES 1. SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS, THE CONTRACTOR SHALL RESTORE EXISTING FACILITY (I.E. PROPERTY) EQUAL TO OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. THE LOADING AND UNLOADING OF ALL PIPE VALVES, HYDRANTS, MANHOLES AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. STORM SEWER NOTES 1 ALL STATIONS ARE DENTER LINE OF STREET RIGHT-OF-WAY STATIONS EXCEPT WHERE STORM SEWER IS IN SIDE LOT EASEMENTS: THIS STATIONING IS BASED ON CENTERLINE OF PIPE. 2, STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF LA PORTE STANDARD DETAILS SHALL BE OBSERVED. 3. ALL STORM SEWER 18" AND LARGER TO BE REINFORCED CONCRETE RUBBER GASKET PIPE, A.S.T.M. C-76 CLASS III, INCLUDING INLET LEADS CROSSING UNDER EXISTING OR PROPOSED PAVEMENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE 4• CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 4. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES DURING ALL PHRASES OF CONSTRUCTION, AS PER O.S.H.A. REQUIREMENTS. 5. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL CONFORM TO THE CITY OF LA PORTE STANDARDS. IF ANY OF THE TEST RESULTS DO NOT MEET THE TESTING STANDARDS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE OR REPLACE SUCH MATERIAL SO THAT THE TESTING STANDARDS CAN BE MET. 6. ALL FINISHED GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED ELEVATIONS. 7. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE DESIGN ENGINEER AT ONCE OF ANY CONFLICT, 8. TOP OF FOUNDATION (SLAB) SHALL BE A MINIMUM OF 12" ABOVE TOP OF CURB AND/OR 18" ABOVE THE CROWN OF ROAD IN ROADSIDE DITCH CONSTRUCTION AREAS OR 2' ABOVE 100 YR FLOOD ELEVATION, WHICHEVER IS HIGHER. 9. THE CONTRACTOR SHALL NOT UNLOAD ANY TRACK -TYPE CONSTRUCTION MACHINERY ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING PAVEMENT OR CURB DURING ANY PROJECT. 10. IF IT IS PERMISSIBLE TO USE A BACKHOE FOR TRENCH EXCAVATION IN LIEU OF A TRENCHING MACHINE. 11. CONTRACTOR SHALL NOTIFY CITY OF LA PORTE PUBLIC IMPROVEMENTS COORDINATOR AT 281-470-5065 TO HAVE AN INSPECTION. 12. THE CITY OF LA PORTE REQUIRES 48 HOURS NOTICE PRIOR TO COMMENCING WORK IN THE CITY'S R.O.W. 13. CONTRACTORS CANNOT USE THE CITY'S R.O.W. FOR STORAGE OF CONSTRUCTION MATERIALS. 14. ALL BACKFILL SHALL BE ENGINEERED TO 95% STANDARD PROCTOR DENSITY AND BE TESTED BY AN APPROVED TESTING LAB. 15. CONTACT CITY OF LA PORTE PUBLIC WORKS DEPARTMENT PRIOR TO MAKING TIE-INS TO EXISTING UTILITIES. 16. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTILAREA SHOWS GROWTH OVER 75% OF THE HYRDROMULCHED AREA. 17.48 HOURS PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT 223-4567. 18. CITY OF LA PORTE ENGINEERING DEPARTMENT SHALLAPPROVE THE CONSTRUCTION LAYOUT. 19. ALL EXCESS EXCAVATED MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR, AND REMOVE FROM SITE, AND DISPOSED OF IN A LEGAL MANNER. REINFORCED CONCRETE PIPE STORM SEWER SHALL BE INSTALLED, BEDDED AND BACKFILLED IN CONFORMITY WITH CITY OF LA PORTE STANDARD DETAIL SHEETS. BACKFILL UNDER OR WITHIN T (ONE FOOT) OF EXISTING OR PROPOSED PAVEMENT WITH CEMENT STABILIZED SAND (1-Y2 SACKS PER CUBIC YARD MIX). ALL NORMALLY SUBMERGED STORM PIPE SHALL BE RUBBER GASKETED. 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 6" (SIX INCHES) CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 1 FOOT (TWELVE INCHES) AT STROM SEWER AND SANITARY SEWER CROSSINGS. 6. ALL STORM SEWER MANHOLES SHALL BE CITY OF LA PORTE TYPE "C" UNLESS OTHERWISE NOTED AND SHALL BE LOCATED A MINIMUM OF 3' BACK OF CURB. 7. ALL INLET TYPE TO BE CLEARLY NOTED AND GRATE TYPE INLETS SHALL BE EQUIPPED WITH CAST IRON GRATES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. 9. MINIMUM STORM SEWER SIZE IS 18" INCH DIAMETER IN PUBLIC R.O.W. & EASEMENTS. 10. ALL STORM SEWER MANHOLE COVERS MUST INCLUDE THE WORD "STORM SEWER." 11. CULVERTS MUST MATCH EXISTING FLOW LINES. WATER DISTRIBUTION NOTES 1. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY STATIONS EXCEPT WATER LINE STATIONING IN SIDE LOT EASEMENTS. THIS STATIONING IS BASED ON CENTERLINE OF PIPE. 2. WATER MAINS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE STANDARD DETAIL SHEETS. 3. ALL FLUSHING VALVES ARE TO BE LOCATED AS SHOWN ON PLANS AND SET 3' (THREE FEET) BEHIND BACK OF CURB OR AT APPROVED LOCATIONS. 4. ALL WATER MAINS TO HAVE MINIMUM OF 4' (FOUR FEET) COVER FROM PROPOSED TOP OF CURB WHEN CONSTRUCTED IN STREET RIGHT-OF-WAY AND 4' (FOUR FEET) COVER FROM FINISHED GRADE WHEN CONSTRUCTED WITHIN EASEMENTS. 5. CONTRACTOR SHALL PROVIDE FOR A MINIMMU HORIZONTL CLEARANCE OF 10' (TEN FEET) BETWEEN WATER MAINS AND SANITARY SEWER LINES. 6. ALL GATE VALVES TO BE COUNTERCLOCKWISE OPENING WITH NON -RISING STEMS AND ALL FLUSHING VALVES TO BE COUNTERCLOCKWISE OPENINGS, VALVES TO BE LOCATED OPPOSITE PROPERTY LINE OR R.O.W. LINE EXTENDED UNLESS OTHERWISE SHOWN ON PLANS. AWWA GATE VALVES WITH RESILIENT SEATS SHALL BE INSTALLED. 7. ALL VALVES AND HYDRANTS SHALL BE STORED SO THAT THEY ARE PROTECTED FROM FREEZING. ALL PIPE SHALL BE KEPT FREE OF DIRT AND OTHER DEBIRS. ANY DAMAGE RELATING TO THE COATING OF THE VARIOUS MATERIALS FOR SEWER AND WATER LINE MAINS SHALL BE RAPAIRED. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. 20. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH RESIDENTS 9. ALL SINGLE WATER SERVICE LEADS TO BE Y4 INCH (MIN.). ALL WATER SERVICE WHEN INTERRUPTING EXISTING SERVICES. LEADS TO EXTEND TO OPPOSITE PROPERTY LINE AT COMMON LOT LINE 21. CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT (WHEN NEEDED) FROM UNLESS OTHERWISE SHOWN ON PLANS. THE CITY OF LA PORTE INSPECTION DEPARTMENT PRIOR TO CONSTRUCTION. 10. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES UNTILALL ELECTRICIAN MUST BE LICENSED BY THE CITY OF LA PORTE. ELECTRICAL PROPOSED WATER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED, INSPECTIONS SHALL BE COORDINATED WITH THE INSPECTIONS DEPARTMENT. DISINFECTED AND APPROVED BY THE ENGINEER. 22. BARRICADES SHALL BE EQUIPPED WIHT ORANGE FLASHING LIGHTS. 23. MANHOLES SHALL BE EQUIPPED WITH INFILTRATION INSERTS. 11. METAL WATERLINE FITTINGS TO BE DOUBLE WRAPPED WITH 6 MIL. POLYETHYLENE (MIN.) IN ACCORDANCE WITH ANSUASSA C105 REQUIREMENTS. 12. USE MATERIALS IN ACCORDANCE WITH THE PUBLIC IMPROVEMENTS CRITERIA MANUAL (PICM). 13. WATER MAIN SIZES SHALL CONFORM TO THE REQUIREMENTS OF THE PICM. 14. EVERY WATER OUTLET SHALL BE PROTECTED FROM BACKFLOW. 15. PIPE AND FITTINGS CANNOT HAVE MORE THAN 8.0% LEAD. 16.160 PSI AND 730 F IS THE MINIMUM WORKING PRESSURE OF PLASTIC PIPE OUTSIDE OF THE FOUNDATION WALLS. 17. WATER SERVICE PIPE SHALL PERMANENT IDENTIFICATION MARKINGS. 18. WATER PIPE SHALL NOT BE INSTALLED OR PERMIT3TED OUTSIDE OF A BUILDING, OR CONCEALED IN OUTSIDE WALLS OR IN ANY PLACED WHERE THEY MAY BE SUBJECT TO FREEZING TEMPERATURES, UNLESS PROVISIONS ARE MADE TO PROTECT THEM FROM FREEZING. 19. FITTINGS AND VALVES SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 P FOR FITTINGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. PR6J€6T: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PAW LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 0 08/26/05 ISSUED FOR PERMIT LIM 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 cb ® 4r F @ ��DANIEL H ®®E4ARTIIN 6/z 6/oS SHEET TITLE: CONSTRUCTION NOTES PRJ NAME: UNDERWOOD SHEET NO: 2 DATE: 05 DWN BY:: TOM TOM T. CHKD BY: DANNY M. IEMT. r SAN, SWIL FORCE MAN 14TH ST Ii STRANG ROAD HOUSTON ASSOCIATES 28.21 AC 0 Of 'Zzzz N89'39'21'E 1722.00' N8V57'18l 884.78 @ - - - - - - - - - - - - - - - - - - - -- — — — — — — — — — — — — 46�81. — — — — — — — — — — — — — — — — — — — — — — ----- - u_ - RESTRICTED RESERVE "A" 0 I MST. 12" W.L. 34.40 ACRES 81to - (1,498,423 sq. ft.) 63 21 PROP STU. SWFL PROP 3* SAN PRCP. 12' W.L. 70' IN GR 1"73665, SYR FORCE aNN PROP. FIRE HYDRANT & UTIL MT. (PRIVATE) (3DOr SPACING TYP.) 8L j _= — — — — — __sLoi — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - L 777 7-7777 --------------------------------------- ------------------- ---- -------- sag-39-06-N 945.90 — — — — — - — - — - — - - ---------- -- -- = — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — ------ 50' EIL — — — — — — — — — — — — — — — — — — — - I HL & P FEE STRIP 150' H.L&P. ESMT. VOL 1936. PD. W. H.QD.R. S89'39'08'W 4235.41' S89'39'06*W 6554.86' LA PORTE, TEXAS LAND: ±9,008,674 SQ.FT. - 206.8107 AC. 0.1 20' H.C.MD. N' H.C.F.C.D. PROP. RESTRICTOR BAR SCALE SCALE: 1" = 250' RESTRICTED RESERVE "F" RESTRICTED FOR DETENTION PURPOSES 41.792 ACRES (1,820,459.52 sq. ft.) (a) _y. H.L&P. ESIIT. VOL 1936. PG. W. S89.39'DS*W 2319.46' INDICATES SHEET NUMBER SITE PLAN SCALE: 1"=250' PROJECT: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL—DE—SAC RE—ROUTE STORM SEWER =IRA 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 0 FT Q4 . . .... . .......... k D-AljiEL H.. iMAR 89383 0, CEN!a"o SHEET TITLE: OVERALL SITE PRJ NAME: UNDERWOOD SHEET NO: 3 DATE: 04/20/05 OWN BY: ADK. CHKD BY: DANNY M. r 14Th I I F-1 1 I 1 I � AREA 1 j ( 4.02 AC. 1 I I1 I I I INLET 11 24" HOPE 71 N89'39'21"B 1722.06' AREA 2 i AREA 3 11.7 AC. 1 11.7 AC. I I INLET 3 INLET 2 1 42" HOPE i 2-48" HOPE INLET AREA 4 10.9 AC. 2-48" 4.D2 i ,5.72 PORTED ROAD 27.42 I 36.32 10.16 I 37.93 1 64.07 1 85.93 I I I ( I I I I I I I I I I I I I I I - ---I----------------I----------------------------- 1 AREA 5 11.2 AC. \ AREA 8 2.244 AC. AREA 6 I 7.8 AC. I I I AREA 7 0 250 500' 750' Vicinity Map SCALE: 1" = 250' 2-48' HOPE i 2-54" HDPE i 4.5 AC. Key Map #539J � I__R6__ __P \� \ 1 2-60 HOP \ \ p 52 I 1 61.82 1 57.32 1 128.99 1 .99 AREA 8 121.38 i i 8.9 AC. I I I i--I-----------I- - - - - - - - - - - - - I � -------------------j AREA 9 now 470.72\ _ L-------------------------- J 11.51.55 PROP (4) - 60- RCP I \ _ _ jPROP DETENTION BASIN ` I I FUTURE PHASE II 389'39'06'F 44235.41' 1 swwo6"Bf 6554.88' - - - - PROP (3) V X 4' BOX CULVERTS Upstream Upstream Upstream Upstream Downstrea Hydraulic Inlet Area Inlet Upstream Calculated System Inlet Total Full Average Number of Section Mannings Invert m Invert Average Constructed Hydraulic Grade Label Inlet CA System Intensity System Capacity Velocity Pipe Length (ft) Grade (acres) Rational Rational Sections Size n Elevation Elevation Slope (ft/ft) Line Out Coefficient (acres) CA (in/hr) Flow (cfs) Flow (cfs) (cfs) (ems) (ft) (ft) Cover (ft) Line In (ft) (ft) (acres) P-1 4.02 0.7 2.81 2.81 3.58 10.16 10.16 22.85 3.23 1 24 inch 0.012 25 23 3.25 1 400 0.001 26.14 25.55 P-2 11.7 0.7 8.19 11 3.42 28.23 37.93 42.21 4.39 1 42 inch 0.012 23 22 2.75 600 0.0015 25.55 24.72 P-3 11.7 0.7 8.19 19.19 3.31 28.23 64.07 82.34 3.27 2 48 inch 0.012 22 21.5 2.5 601 0.0007 24.72 24.38 P-4 10.9 0.7 7.63 26.82 3.18 26.38 85.93 91.12 3.5 2 48 inch 0.012 21.5 21 2.5 600 0.008 24.38 23.66 P-5 11.2 0.7 7.84 34.66 3.06 27.08 106.98 139.18 6.11 2 48 inch 0.012 21 20 2.75 500 0.0013 23.66 22.79 P-6 7.8 0.7 5.46 40.12 3 19.16 121.38 127.82 4.01 2 54 inch 0.012 20 19 2.75 420 0.0009 22.79 22.49 P-7 4.5 0.7 3.15 43.27 2.96 11.32 128.99 138.22 3.51 2 60 inch 0.012 19 18.84 2.83 300 0.0006 22.49 22.24 P-8 0 0.7 0 43.27 2.9 0 126.62 138.22 3.51 2 60 inch 0.012 18.84 18.64 3.01 380 0.0006 22.24 21.89 P-9 8.9 0.7 6.23 49.5 2.84 21.74 141.55 149.3 3.8 2 60 inch 0.012 18.64 18.35 2.75 450 0.0007 21.89 20.73 ALL FLOWS BASED ON CITY OF LA PORTE 3-YEAR STORM EVENT (b=77.27,d=17.1,e=0.8075) '►- XXX XXX c:: 669.39''o" 2319.46' CUMMULATIVE ACREAGE CUMMULATIVE FLOW SCALE: 1 "=250' PROJECT: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 9s o-'b ....... ...... I .......... ..d QANIEL H. MARTIN 8�....ti .......... .....f ...® 81�6�o S' SHEET TITLE: DRAINAGE PLAN PRJ NAME: UNDERWOOD SHEET NO: 4 DATE: 05 ADAM K. OWN BY:Y: AD CHKD BY: DANNY M. ------ /PORTER STi 1� 60.0' INGRESS/ ( J ��— W `mod' WEn r I \ k FWD J� PROP. 300' (2)60" d F �� STM. SWR. (HOPE) W (lj m I I° \ �'= s ,^+ f" w'�''"•``�"t' '3 7x 'j �,r� v.<d�. j :. I� 02 J O p m = MI (cV 12.0'fXl` nNc �N/0 iv pgCi F'C Vicinity Map RIPRAP/EROSION 0 150 300' 450' 600' _ _ 30' B.L. _ — — _ _ _ _ _ — — PROTECTION PER I I I TOB = 26.00 �� -� \ Key p #539J — — — — - S89°39'06"W 1023.43'--- _ _ _- - - HCFCD CRITERIA - - i -�I ----Z�\�>- \..\� \ SCALE: 1" = 150' ----------- 1 e Ma _ _ _ _ _ - - - - - _PROP (4)108'�60" RCP - _ FL - T_17.20 S89°39'06"W 1327.28' — L — I = —1— e — 17.40 0 — C R30' w I i IFQ o i I'o \\4p R \\ �.. ss�\3-43. \ ow I I Ib ro I M R80' \\AI�ROgOgC \?lPf< 1 Cfs fgsf\ a I I 1 41 I E SLO ( } SfMf�/T S D PE TYP \ BIG ISLAND SLOUGH (B106-00-00) . =j= _ - Tos = t7.2o \� 0 wq�RC/Nf \ FL SLOPE = 0.1% I TOS = 17.70 I I R30' I TOS = 11.20 ��\\FgSeMfNT �•-\_.\� \ CD 04 z 1 1631, 1 130.0' mlLu WII En i' zo I I 0 rn WET BOTTOM DETENTION BASIN TOB = 26.50 R P R n w II Cn z. i : N z o (STATIC W.S.E. 17.20) U U U U U UUU U U D U O I I N L 3 0 I A I\� W � W � W TOB = 26.50 TOB = 17.20 0 0 4:1 SIDE SLOPE (TYP) I I� 12.0' I tI -------------------------------- . .... .--- — _--- ..-- -- ---- .— i 80.0, .. .. _ .. - - — - - — - - — - 24.3' 1 I I I L T = 17.03 1 II e . 150' HL&P EASEMENT TOB 50 R3OD((25TK 11— _ -� ••—•----_ -� ��.�Q.------•_TT — — _ HL&P FEE STRIP — — — — mom18' RIPRAP ALONG SLOPE 19.0' RIPRAP BOTTC TIMBER BENT FOR OUTFALLS 48 INCH AND LARGER SEE NOTE 4 AND TIMBER BENT DETAIL I PLAN TIMBER BENT FOR OUTFALLS 48 INCH DIA. AND LARGER. SEE TIMBER BENT DETAIL. 3G1000T_IN813 BERM 3 0 1' ( A ELBOW SLOPE 6" DI 6D OR TOP OF 20' (MIN.) 18 INCH PIPE ELEVATION ON SEE NOTE 3 THICK OPPOSITE BANK, A RIPRAP WHICHEVER IS SMALLER. SECTION TYPICAL STORM SEWER OUTFALL STRUCTURE LAYOUT 1. (nmLj I �� I a(n I avW W o PROP 350' 18" CMP PROP M.H. R30' - _DRAIN TO SLOU HJ .. _ PROP 210' N 18' CMP i 0.107 \���� 694.0' rn o/ DRY DETENTION BASIN w 12.0' FL = 17.20 R30 0� -- r� W R30' m N—------------••— PROP (3)92' - 5' X 4' BOX CULVERTS FL=17.03 TO 16.95 a PROP 48' - 18" RCP a 01 0 tM PROP OFFSITE CHANNEL GRADING DAYLIGHT WITHIN 800 L.F., 8FT BW 4:1 SS, 0.05% CHANNEL GRADE TOP OF TIMBER BENT POSED ABOVE SLOPE GALVANIZED 3" X 8" TIMBER 6, _ BOLT 4 PER BENT MAX. I 1' MIN. r(2) - DIA. VARIES Z 8 INCH DIA. PILE GALVANIZED 8 INCH DIA. PILE BOLT SECTION SEE NOTE 4U ELEVATION TIMBER BENT DETAIL FOR 48-INCH AND LARGER OUTFALLS _TOB 26;50—. —..—� —•.— — TOS=18.70— — — - 150' HL&P EASEMENT toto S89°39'06'W 2319.46._ — — — — �HL&P FEE STRIP -' — — — — — - NOTES: 1. RIPRAP SHALL BE IN ACCORDANCE WITH HCFCD SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL SITE PLAN SCALE: 1"=150' PROJECT: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 ort DANIEL H. MARTIN 89393 AL SHEET DETENTION BASIN TITLE: CONSTRUCTION PLAN PRJ NAME: UNDERWOOD SHEET NO: 5 .DATE: 03/03/05 DWN BY: ADAM K. CHKD BY: DANNY M. FIBER OPTIC CABLES IN THE AREA. PLEASE CALL DAVID BROWN WITH CENTERPOINT ENERGY AT 713-207-6346 EXST 3" FORCE MAIN SAN SWR (PRIVATE) ADD 3" CHECK VALVE, 3" GATE VALVE, AND VAULT - - I EXST. 8" DOW PIPELINE PT STA 1+32.70 I68.63' LT BEGIN CURB EXST. TEXAS GENCO PIPELINE EXST. TEXAS GENCO PIPELINE 0 ¢ R25 0 0� N I I CD w I ( PT STA 2+94.50 28.91' LT Z + (I I PROP 40' - 18" HDPE < o I Cn W PROP 40' - 18" HDPE ( Z I I � TIE PROP 3" FORCE MAIN INTO EXISTING 3" cn W 0 I I (PRIVATE) I - m PT STA 1+41.30 2.97' IT PROP 9-1/2" CONC PVMT STA 1+22.60 32.72' LT/-7 BEGIN CURB uj W/ 6" CONC CURB PROP STM SWR INLET TYPE A-1 I BASELINE "A" S8939'06"W Z Non 2+00 0+00 Z1400 R25' 3 = PROP. 3" SAN. SWR. FORCE MAIN ~ OF EXIST. ROW = STA. 1+00 26.6' 25.4' Q 1 � 6:1 S.E.T. PER TXDOT STANDARDS 1 STA 2+94.50 BASELINE "A" @ PROPERTY LINE SEE ATTACHED SHEETS SETP-CD 1 & 2 439.81' S00'24'09"E FROM NW PROPERTY CORNER ADD 3" CHECK VALVE, 3" GATE VALVE, AND VAULT OF UNDERWOOD BUSINESS PARK �EOFTF �l PT STA 2+94.50 12.12' RT DANIEL H. MARTIN I..................... 60' ROW HL&P FEE STRIP IW' P�89383�0:��� Ij F .cISTER, G��r HL&P TRANSMISSION TOWER PORTER ROAD J r7 o� �� irn� - - ---- ---- ------ ---- ---- ---- ---- ------ ------ ------------- --- --------------------- -^ -^ ----------------------------------- '--------- '--------- i---------------- ---- ---- ----- ---- ---- ---- - - - - - - -- 1 I i . _' p � p CD Cn iI li po 32.00 b N p 32.00 . - - - - - -- ------------- i� NATURAL GROUND @BASELINE + ¢ AREA OF i FILL a � ---- - i ! i --- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- - - - - - - - - - -- - - - - - - '- ' - N can ' N 0.4Q% BAELINEi @ -0' 45oq 30.00 NE " - ------------------- ----------------- 30.00 -- ---- ---- ---- ---- ---- ---- ---- ---- ------------ BASELI ; ; 0 i I i i I i I I i i i ' 28.00 --- 0 R ;4'-6'' C VE M ; ; i --- - - ------- --- - -- - i ; ; 26.00 . ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- - --- -- - -- ---------------- 26.00 - - ; PROP GATE VAL�iE 1 � � [11 PROP 3; CHECK VALVE PROP IF C� M N (PRIVATE) Z ---- ---- ---- ---- ---- --- ---- i i i - fXiST:-�- fORCf � � MAIN (PRIVATE) W ; ; I I ; I ; 24.00 24.00 - ---- ---- ---- ---- ---- - ---- ---- ---- ---- ---- ---- ---- ---- ---- - --- ---- ---- ------ ------ — - - --- ------------------------------ ------------------------------ ----- - ----------------- "� W 8 ;DOW CHEMICAL PIPELINE', � (ETHYLENE) LU jl__ TEXAS GENCO PIPELINEI Z 22.00 i i i i I - - i EX GE PIPELINE ---- �T A� N�0 P�L & C E Q 20.00 I 18.00 18.00:z ------------------------------------- -I--------- ----- ------------- ------ ------------ ---- ------------ ---------------------------------- I I ; I -- ---------------- I - pz`o��' ; -�r � 16.00 qF � II II ; ' J J _ _ _ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ wF�—'� ------------------------------------------------- co co 14.00 14.00 0+00 1+00 2+00 3+00 HZ. SCALE: 1" = 20' VT. SCALE: 1 " = 2' PROJECT: PORTER ROAD PAVING AND UTILITY IMPROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03 (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE 'Y') AS PER F.I.R.M. PANEL # 48201 C 0030 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE lIA),,b_,, J_1 d.o6 ENGINEERIQY DEPARTMENT DATE 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "A" STA. 0+00 TO STA. 3+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 1 OF 10 DATE: FEB. 2005 OWN BY: ADAM KING CHKD BY: DANNY MARTIN I w z J z ZD J m 0 O O PT STA 3+33.34 20.26' LT M \ PC STA 3+56.64 17.50' LT Q 18" FL-22.73 CA W R100' 18" FL-22.73 Z W / �-- PROP 25' - 18" HOPE @ 0.30% � I Q m o PROP 25' - 18" HOPE @ 0.30% Lu Z QI PT STA 3+86.00 17.50' RT 18" FL-22.73 STA 3+98.00 0.00' RT PROP STM SWR INLET TYPE A-1 LLs I J PROP 12" TS&V EXST WATERLINE (STAINLESS STEEL) I cn X w w z' w J z w J W t- CD al z p J m V) N o X m w I I _______________ . CD 32.00 ' o " 30.00 28.00 --------- O O ----------;-------- ------ -- , M 26.00 W- Z -------------- uj 24.00 ; U) ---------- - -^ - --------- ^^--------- ^-------- m 50' BUILDING LINE PROP 3" SAN SWR FORCE MAIN CROSSING (PRIVATE) PROP 3" SAN SWR FORCE MAIN (PRIVATE) - =VC 2" BLOW OFF- 6" FUTURE WATER SERVICE BASELINE "A" & PROPERTY LINE S89'39'06"W 5+00 7.5' TYP PROP 12" WATERLINE (PUBLIC) STA 5+25.00 1-12"X6"TEE 1 - 6" G.V. W/BOX 1 - FIRE HYDRANT =z/ 77ziz 4' !MIN COVER . \- PROP 6+00 PROP 24" HOPE STM SWR @ -0.1 STA 5+40.00 1 - 12" X 6" TEE 1 - 6" G.V. W/BOX 1 - 6" PLUG 1 - 2" BLOW -OFF VALVE PORTER ROAD m @ r0.1 --------- •---- ------------ •---------•----------•------------------------- ---- - ----------- -- ----•------------------ ----------------- ------- ----- ------ ------- ---------------------- ---- ---- - ----- EXST? 12" W.L. 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"! - I ---- ---- -- -- ----- - BLI F E - -- - -PROP -6 H I LEAD 18.00 ' _-___ _ _--__ __ _______ _____ _____ _____ _____ ____ _ _____ _____ ____ _ _6"' ___ _-___ _-___ ------------^--------------------------^---------,--------- --^-- - - - PROP--6": n WATERLINE 2n �--------- ^_________--------- _--------- ____________________^_________._________._____-_ -____ ________ ______ ______ _________ _________ _________ _________ _________ _________ _________ _________ _________ _________ _ I W1z I w 'PROP; 1 w o `n"n i GATE; VALVE `n 16.00 N O T N N:N - ---------------------------------------------------------------------------------------------------------------------------------- ----- rn II II it + w�IJ M d J ! W I __ ____ ___ __ _ __ __ 4 __ __ __ __ __ _ __ __ __ __ _ _ __ __ __ __ ~.00U) ff): 14.00 3+00 4+00 5+00 n W/ 6" CONIC CURB (34' CLEAR) 7+00 3.0' 12.5' 60' PRIVATE INGRESS/EGRESS & UTILITY ESMT 50' BUILDING LINE NATURAL GROUND @ BASELINI AREA OF FILL 3.0' 12.5' 00 30" FL-22.28 U) w ji Z PROP 25' - 30" HOPE @ 0.12% �_ J W Q PROP 25' 30" HOPE @ 0.12% m LL1 Z_ 30" FL-22.28 -j - U Q STA 7+98.00 0.00' RT PROP STM SWR INLET TYPE A-1 a; C�; I� C5� + N �-{- N ;o ---------•--------- -------------------^----------------------------- - ! v> m Icn m ------------------------------ STM: SWR - ........................ DANIEL H. MARTIN ........................ 89383 r o /STERE ��.: 1�`/ONA= i�2 0�z 6/aS 24.001 ------------------- ^------------------- ^----------------------------- ^--------- ^--------- ^--------- ^--------- ^--------- ^--------- ^--------- --------- ^--------- --------- --------- ---------•- - - -- - - - ---- ----------------- m W z 22.00 ---------^--------- -----•---------•--------- - • - -----•---------^----- ---------^---------^---------^---------^---------^---------^---------^---------^---------^---------^---------^---- -^-- -------- ----------------- J Q 20.00 7+00 I i I+tn r LJ�'W a I1- ft� N d'I CDCif 8+00 HZ. SCALE: 1" = 20' VT. SCALE: 1 " = 2' 18.001 _ 16.00 1 Aiaarof: PORTER ROAD PAVING AND UTILITY IMPROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE "X") AS PER F.I.R.M. PANEL # 48201 C 0930 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE A), JA, U t�s 3 ENGINEERIN D ARTMENT DATE ' 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "A" STA. 3+00 TO STA. 8+00 SHEE' TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 2 OF 10 7 DATE: FEB. 2005 OWN BY: ADAM KING CHKD BY: DANNY MARTIN O O + 00 U) w Z J w U) Q m Z_ J U H Q 32.00 0 0! NATURAL GROUND @' BASELINE O; III 30.00 ; -: r----------------------------- ------ AREA OF; FILL - O i i i - --- --- O 28.00 26.00 w Z 4! MIN 24 00 rn FOR -ER ROAD -------------------------- !BASELINE @- 030%i---------i-------- 0 0 C6 ¢' o AREA OFF FILL- ; a ' p PROP --- --^------- --------- ^------------------^---------4----------^------ Q------------------------------------------------------------------------------------------------------------ ^ __42 i m— — — — ---------------- I i :PROP fiOQ iHDPE iSTM SWR ! ! ! ! ; 0% ------------•--------- ----- --- ;� w ; ; ; ; , - '------ ---- ---- ---- --- ---- ---- ---- - - - - - - - -- ------------------------------------ ----- , , , 22.00 ! Z IN AF i _ PROP 2 W. . i� (3 -- ---------------- -----^------^---------' ------ --- (P� ------ ------ ------ --- - 20.00 ' Q PROP 6" ; ------ -----,----- ------^--FH � LEAD ------ --- - ------ OLAD FH 8.00 i ------------•---------^--------- i --------- ^--------- STM SWR i 42O . - ; _----__-:_DPE STM SWR--------------------It------- , _ ---- - --- ---- 22 _16.00 14.00 8+00 9+00 10+00 11+00 7% ______ _ _ _11 _ __ _____ _________ _________ _________ _________ ________ ___ _ __ �1 PRbP fi ;W.L. PREIP 42 , HDPE,STM- �, 'PROP 12" FL 21.50 ----------DATE .VA,tVE-----------------I---------4--------- --------------------------------------- 12+00 O O + M w z_ J w fA Q m I Z_ J U H Q ,: pSE � F•TF `tit ....................... DANIEL H. MARTIN ........................ 89383 t� tt�n� FG/STERE�`��i tt\j`/ON" E�G� i)/,2 610S ------------------------------------------- 32.00 .O b I I i 3 0.00 n- -------- ---------------------- ------------------ O 0+ 28.00 r - < ------------ U) --------•--------•----------------- 26.00 ---- Z J w nw nn uJ _z J U S , 13+00 HZ. SCALE: 1 " = 20' VT. SCALE: 1 " = 2' AR6J€6T: PORTER ROAD PAVING AND UTILITY IlfROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS — GEOID99). 0.3 MILES NORTH ALONG MILLER CUT—OFF RD. FROM INTERSECTION OF MILLER CUT—OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE 'Y') AS PER F.I.R.M. PANEL # 48201 C 0930 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE � 1;j L ENGINEERIN ARTMENT DATE 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "All STA. 8+00 TO STA, 13+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 3 OF 10 8CHKD DATE: FEB. 2005 OWN BY: ADAM KING BY: DANNY MARTIN 50' BUILDING LINE O O C 12.5' 30" FL=21.39 PROP 3" SAN SWR FORCE MAIN CROSSING (PRIVATE) C: 3.0' PROP 3" SAN SWR FORCE MAIN (PRIVATE) PROP 3" SAN SWR FORCE MAIN (PRIVATE) 00 a _- U) U) W W Z Z J PROP 35'-9-1/2" CONC PVMT �/- PROP 25' 30" HDPE @ 0.150% BASELINE "A" & PROPERTY LINE w W/ 6" CONC CURB (34' CLEAR) S89'39'06"W W Q Q m _ . +oo PROP 25' 30" HDPE @ 015% 15+00 16+00 17+00 7.5' 18 c000 PROP 42" HOPE STM SWR PROP 2-48 HOPE STM. SWR. @ -0.07% TYP W Z Z A J J F- 12.5' 3.0' 60' PRIVATE INGRESS/EGRESS & UTILITY ESMT F- Q PROP 12" WATERLINE (PUBLIC) 30" FL=21.39 50' BUILDING LINE STA 13+98.00 0.00' RT STA 14+25.00 STA 17+25.00 PROP STM SWR INLET TYPE A-1 1 - 12" X 6" TEE 1 - 12" X 6" TEE 1 - 6" G.V. W/BOX 1 - 6" G.V. W/BOX 1 - FIRE HYDRANT 1 - FIRE HYDRANT i�:.... ...... ol DANIEL H. MARTIN ♦..................... 89383 PORTER ROAD 32.00 ; ; ; 32.00 -----------------^---------------------- ---------------------- p ---------- ----------- ---- - -------------------------------- ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•------------ -------- -------- -------- -------- --------- -------- ----------------- - 0 - - - --------- -it ----------------- - - - - - - - - - - - - - - - - - -- ---- N ----------------- ----------------- { 00; NATURAL GROUN @ BASELIN --- ---- + °i o II to _ II AREA OF iFILL II 30.00 ; AREA 0 FILL' r 4----------:----� ;� 30.00 ----------------- ------------------- --- ---- ----4-------------------------- 4--------- ------------------ ----------------- ----------- ------ - ---- ----- ---- - ------ -------- ------ -------- ---- -------- -------- -------------- -------------- ---- ------ ------ ---- ---- ------ ---- ---- ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- - �m --- ------------------- ! g A ' SINE @ fl.4 N m ! 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FH LItAD 18.00 I 18.00 WIZ ----------I-------- ---------I--------- ----------I----------I---------!-------------------- 4----------------- ----- ---- ---- ---- LU --- ---- ---- ---- ---- ---- --- ---- ---- --- ---- -- --- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----------- ------ ---- 16.00 co�TNNINN 16.00 - - + ------ -- -- ---- ---- -•-•------- ---- ----- ---- ------- -------- -------- -------- ------- -------- -------- ------------------------ ---------------- ------ -------- -------- -------- -------- ----------------- -�w�'�� Iaw CD N; 000 Vl a_ I- -h; rM 14.00 ; 14.00 13+00 14+00 15+00 16+00 17+00 18+00 HZ. SCALE: 1" = 20' VT. SCALE: 1 " = 2' PROJECT: PORTER ROAD PAVING AND UTILITY IMPROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE 'Y') AS PER F.I.R.M. PANEL # 48201 C 0930 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTER DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE t4k ) C, ) jM, S -30'a ENGINEERI G EPARTMENT DATE 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE 713 789-2529 FAX (713)782-3755 BASELINE "A" STA. 13+00 TO STA. 18+00 SHEET TITLE: PLAN & PROIFILE PRJ NAME: PORTER ROAD SHEET NO: 4 OF 10 9CHKD DATE: FEB. 2005 OWN BY: ADAM KING BY: DANNY MARTIN STA 23+00 END 9-1/2" PAVING AND BEGIN 8" PAVING 50' BUILDING LINE O 30" FL=20.97 O+ 12 5' PROP 3" SAN SWR FORCE MAIN CROSSING (PRIVATE) O+ co 3.0' CONCRETE JUNCTION BOX STA 19+98.00 0.00' RT PROP 3" SAN SWR FORCE MAIN (PRIVATE) N PROP 2" BLOW OFF PROP STM SWR INLET TYPE A-1 ------7E - Q U) PROP 6" WATER SERVICE W W Z - PROP 25' 30" HDPE @ 0.150% SET "X" IN CONC STA 22+58.9 Z J PROP„35'-9-1/2" CONC PVMT BASELINE "A" & PROPERTY LINE BASELINE A STA 22+58.9 = BASELINE B STA 50+00 J W W/ 6 CONC CURB (34 S89'39 06 W w m o0 19+00 +00 PROP 25' - 30" HDPE @ 0.150% 21+00 22+00 2 m WPROP 2-48" HDPE STM. SWR. @ -0.07% PROP 2-48" HDPE STM. SWR.@ -0.08% Z W Z_ J J U 12.5' o co a I- Q 3 0' 7.5' TYP 60' PRIVATE INGRESS/EGRESS & UTILITY ESMT o Q PROP 12" WATERLINE (PUBLIC) 30" FL=20.97 m 50' BUILDING LINE w z � 0 STA 19+80.00 STA 20+25.00 STA 22+33.90 z ° 1 - 12" X 6" TEE 1 - 12" X 6" TEE 1 - 12" X 12" TEE rn 1-6"G.V.WBOX 1-6"G.V.WBOX / / 2-12 G.V.GVWBOX 1 - 6" PLUG 1 - FIRE HYDRANT 0° z 1 - 2" BLOW -OFF VALVE 1 - 12" G.V. W/BOX `OFT PROP 12" WATERLINE (PUBLIC) *S�P�� • es*�+ 60 PRIVATE INGRESS/EGRESS & UTILITY ESMT ....,:�i r............ r DANIEL H. MARTIN NOTE: ♦........................ 89383 i EXTEND 12" WATERLINE 400' AND lion F��ERE°•\��: TERMINATE WITH A 2" BLOWOFF. 1ii��...... G' ROAD THIS LINE WILL SERVICE THE FUTURE PORTER PHASE © io ---- ---- ---- ---- ---- ---- ---- ---- ---- -- ---- ---- ---- ---- ---- ---- --- ---- ---- :Cli ! i i ' -' ,.o :rim GN`I N ;N � ! ! ! ; I I I 32.00 32.00 , a: u o Ni m ;c~i) m _______ ____ _ __ _________ ____ _____ __ _____ _____ _________ ___ __ °° " I A I;A OF ;FILL a II ; ! ; ; ; i c� i' i ! i R i 30.00 NATURAL: ,GROUND @BASELINE � ; I ARE 0FILL: rn ARE A I OF CUT A ----- ---- ---- -- ---- F O------------------- BASINE ! ? ! - --- o i O can m SEL1�tE @ 4:30� BA O ; O + 28.00 2 0; + ; - - - 80 - ^---- ----- --- O-- C� N - - - 4 MIN OVER ' 4' - r F- i cn 26.00 26.00 ; ; u� ; - - - W +-i---I- -- i W Z ---- ------ ---------............ 0 3» i ! ; i S SW OR MAI RI W ; J ! i f'R P ' AN R'F CE N P VX�TE W 24.00 Q�y� - - - Q PRO 600 48 ; ? !---------` ---- ---- ---- -� E - - --- --- ---------------•---------^-- - - - - - -- - - - --T--- ----- ---- - P PROP; 600 2}48 m HDPE STM; SWR.' PROP 6" E HDPE STM..SWR. W i ! 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SCALE: 1 " = 2' PROJECT: PORTER ROAD PAVING AND UTILITY IMPROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN . PANEL (ZONE "X") AS PER F.I.R.M E # 48201 C 0930 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE �U mod) 44 :ENGINEER' G fVEP4 DATE 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "A" STA. 1 8+00 TO STA. 23+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 5 OF 10 O DATE: FEB. 2005 OWN BY: ADAM KING CHKD BY: DANNY MARTIN _I U F- a o i 11 28.00 : + N 26.00 , I c~n Z pp 24.00 W m T- 22.00 _W J 20.00 • F- 18.00 : 1 16.00 STA 23+00 END 9-1/2" PAVING AND BEGIN 8" PAVING 12.5' 3.0, PROP 35'-8" CONC PVMT W/ 6" CONC CURB (34' CLEAR) 7' TYP STA 23+25.00 1 - 12" X 6" TEE 1 - 6" G.V. W/BOX 1 - FIRE HYDRANT ------------- =---------------------------r--------;---------,---------------- o rn; ca _+ o0----------- ------------------- `--------- M N; III F— J 23+00 2.48 HDPE 50' BUILDING LINE PROP 6" FUTURE WATER SERVICE BASELINE "A" & PROPERTY LINE S89'39'06"W _ 12.5' 3.0' PROP 12" WATERLINE (PUBLIC) STA 24+05.00 1 - 12" X 6" TEE 1 - 6" G.V. W/BOX 1 - 6" PLUG 1 - 2" BLOW -OFF VAVLE 1 - 12" G.V. W/BOX :NATURAL GROUND:@ BASELINE: AREA OF CUT 24+00 25+00 A-1 PROP 3" SAN SWR FORCE MAIN (PRIVATE) 30" FL=20.49 II II I PROP 25' N 30" HDPE @ 0.15% PROP 2-48" HDPE STM. SWR. @ -0.13% PROP 25' N 30" HDPE @ 0.15% ��+00 7' TYP II 30" FL=20.49 50' BUILDING LINE STA 26+25.00 1 - 12" X 6" TEE 1 - 6" G.V. W/BOX 1 - FIRE HYDRANT 27+00 60' PRIVATE INGRESS/EGRESS & UTILITY ESMT O O 00 N U) W Z W a m Z J U F- a ..................... DANIEL H. 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SWR. @ C01 i 6"!MIN CLEAR PROP 6: �- PROP 12" GATE VAVLE (PUBLIC) ------------------ `--------- ----- ---- ---- ---- ---- ---- -- -- - t ; ; ; ; ; ; i -�n in fi- - PROP 6, W.L. o LUo� �ZNCNOp -------- ---------------------------- - ---- ------ + II II ;II N a_ W G_ LZ ------------------------------------------------------- -- o -----_--------- -- �ofC-D00d cna- F_d-n 25+00 26+00 Z J W 24.00 m -�— - - - - r W 22.00 _ J 2 U ~ 20.00 z -------- K P STM SyNR ---------- I --------- ----------------------------- ----------t--------L „, 2-48 ;HDPEI - -i0_17 t------------------------ 18.00 16.00 27+00 28+00 HZ. SCALE: 1" = 20' VT. SCALE: 1" = 2' 14.001 PORTER ROAD PAVING AND UTILITY Il"ROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE "X") AS PER F.I.R.M. PANEL # 48201 C 0930 J 11-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE �i -ENGINEERINb PARTMENT DATE y,.• 800 GESSNER ROAD SUITE 850 HOUSTON TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "A" STA. 23+00 TO STA. 28+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 6 OF 10 11 DATE: FEB. 2005 DWN BY: ADAM KING CHKD BY: DANNY MARTIN 50' B.L. O O + 12.5' N 3. 0' W W Z PROP 35-8" CONC PVMT BASELINE "A" & PROPERTY LINE I j W/ 6" CONC CURB (34' CLEAR.) S89039'06"W U) Q m 00 29+00 1 W _Z J U (- 12.5 Q 3.0' 2 PROP 12 WATERLINE (PUBLIC) 50 B.L. PROP 3" SAN SWR FORCE MAIN CROSSING (PRIVATE) PROP 3" SAN SWR FORCE MAIN (PRIVATE) PROP 2-48" HDPE STM. SWR. @ -0.13% 7.5' TYP 30+00 60' PRIVATE INGRESS/EGRESS & UTILITY ESMT STA 29+25.00 1 -12"X6"TEE 1 - 6" G.V. W/BOX 1 - FIRE HYDRANT STA 30+73.70 1-12"X6"TEE 1 - 6" G.V. W/BOX 1 - 12" G.V. W/BOX 1 - 6" PLUG 1 - 2" BLOWOFF 700 30" FL=19.84 tl\ PROP R61.0' CONC PVMT - W/ 6" CONC CURB (60' CLEAR) STA 31+96.50 1 -12"X8"TEE 1 - 8" G.V. W/BOX F,iRT=k 32.00 R100.0' BUILDING LINE O STA 31+74.79 RT � M 30" FL=19.84 M PROP 2" SA SWR FORCE IN (PRIVATE) - h SET "X" IN CONC U) PROP 2-54" HDPE STM SWR S 32+4.78 @ -0.09% z -� PROP 25' - 30" HDPE @ 0.15% W Cn Q 3 m i W Z - 2 F- i m a w z J 00 w o Lo Of b m N 0 60' PRIVATE INGRESS/EGRESS o & UTILITY ESMT o i o 0 0 ------ ------ ------ ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 30 00 + c: I +aa ! 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SCALE: 1" = 2' PROJECT: PORTER ROAD PAVING AND UTILITY IMPROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN ZONE X AS PER F.I.R.M. PANEL ( ) A EL # 48201 C 0930 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE \.�S) 24-30-o� AT ENGINEERI G EPARTMENT DATE FA ._ . 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "A" STA. 28+00 TO STA. 33+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 7 OF 10 12 DATE: FEB. 2005 DWN BY: ADAM KING CHKD BY: DANNY MARTIN STA 35+14.17 0.00' RT \ - - PROP STM SWR INLET TYPE A-1 \ +O PROP 3" SAN SWR FORCE MAIN (PRIVATE) \ \ rM Q 30' B.L. 30" FL=19.46 \ O -1- 00 W Z BASELINE "A" &PROPERTY LINE I I PROP 50' - 2" SAN SWR FORCE MAIN CROSSING (PRIVATE) co _I S89'39'06"W W (n W m — Z 00 34+00 35+00 PROP 25' - 30" HDPE @ 0.15% 36+00 37+00 3 \ W Z PROP 2-54" HDPE STM SWR @ -0.09% I PROP 2-60" HDPE STM SWR Q -0.06% W U) u m _ V 30 B.L. Q 70' PRIVATE INGRESS/EGRESS & UTILITY ESMT PROP 12" WATERLINE (PUBLIC) 30" FL=19.46 8.0' 10.3' —' STA 35+25.00 1 - 12" X 6" TEE 1 - 6" G.V. W/BOX 1 - FIRE HYDRANT tt ......i D H. 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SCALE: 1" = 20' VT. SCALE: 1" = 2' PORTER ROAD PAVING AND UTILITY IMPROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS — GEOID99). 0.3 MILES NORTH ALONG MILLER CUT—OFF RD. FROM INTERSECTION OF MILLER CUT—OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF DRAGO SUPPLY CO. TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE 'Y') AS PER F.I.R.M. PANEL # 48201 C 0930 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE A JRT EN INEERI M�EEN T DATE a... 800 GESSNER ROAD SUITE 850 HOUSTON, TEXAS 77024 PHONE 713 789-2529 FAX (713)782-3755 BASELINE "A" STA. 33+00 TO STA. 38+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 8 OF 10 13 DATE: FEB. 2005 DWN BY: ADAM KING CHKD BY: DANNY MARTIN CALLED CENTERLINE ENTERPRISE PRODUCTS CO. ROW/ESMT. H.C.C.F. N0. H867733 S 70'15'00" E _ _ _ _ _ _ i - -----.._..- - - - - - - - - - - - - - - -� - - - •----------••-•------ - - _ ENTERPRISE PRODUCTS PIPELINE - - O i O / + -------------------------- - - - - - - - - - - - - - - - 30 O c) i /—------------- �L.------- — — — — — — — — — — — — — — — — — — O + ` U) -�' /........ i 50.0'-AIB--PRODUCTS CO. AIR PRODUCTS \ PIPELINE ` Q 1- LLJ Z gL•i ��� � STA 38+6.18 / � � - -. E - - - - - - PIPELINE R.O.W./ESMT. - ---•-----• --._.._.._.._.._..- - -�- - - - --- ---- - ._.._.._..-.._-•- - U) i BASELINE BEARING CHANGES TO / H.C.C.F. NO. 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PROP. 6" .L. J L7 AD W 24.00 w --- --- -- -- -- --- - — -- — --- --- -- -- -- -- -- -- --- --- --- -- -- -- - - — — --- --- -- -- —� 24.00 22.00 w iPROP 12" W.. PRO 12" LUG , 22.00 _I = PROP OP0 3� 0 )0 PRO A � SWH @ .06% 20.00F PRO F.F.LEAD POP 3 0' - (2) 6 Z S M SW (HD E) @ .07% 20.00 18.00 - PROP 2-60"1 STM 3WR 18.00 FL 18.94 16.00 J ° Z N a' P. PR 1" GA E VALVE J o z a; 16.00 � N 11 II F- 11 II N �W J W 14.00 cn W Imo— c0 < 0 O `� 14.00 38+00 39+00 40+00 41+00 42+00 43+00 HZ. SCALE: 1" = 20' VT. SCALE: 1" = 2' AR6J€6T: PORTER ROAD PAVING AND UTU TTT IWROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFFRD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF DRAGO SUPPLY CO.' TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP. EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE "X") AS PER F.I.R.M. PANEL # 48201 C 0930 J, 11-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE �A)rn./A A 41,o i-wow ENGINEERINd IPPARTMENT DATE 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "A" STA. 38+00 TO STA, 43+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 9 OF 10 14 DATE: FEB. 2005 OWN BY: ADAM KING CHKD BY: DANNY MARTIN EXIST. CENTERLINE ENTERPRISE PRODUCTS CO. PIPELINE H.C.C.F. NO. H867733 EXIST. FENCE i� S 70.15'00" E EXIST. FENCE x _ x_ ——.._.._.----..—..—..—.._.._.._.. _.._..—..—.._.._..— —-- —- — — — — —-- —- — — —.._.._..—.._.._.._..— O - - \ O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30' B.L. - -------------------- ---------------- _ \ ----------------------------�1-------------- \\ O rM \ \ \ O \ + 00 W 50' AIR PRODUCTS CO. \ \ \\ \\ \ W-.._..- Z -------------- •------------------- - - - - - - -PIPELIJyE..�O_W./ESMT:_-._••_ _ -_...................- - - -o H.C.C.F. NO. P146536 \' \ Lli a-------------H.C.C.F. EXIST. 4" ARCO NO�T523638 PIPELINE \ \ \\ \ -j \\ to m-------------- ----- ------------------------- --------------\ -� R-- �\ LLJ 10' WATERLINE ESMT.LIN Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - _ _ _ - - - _ - - _ - - - - - - - - - - - - - _ - _ _ _ _ co = 0 44+00 45+00 \ a 47+00 \ \ \ 0 \\ —� —�_ c \ ° \ Z \. LU < BASELINE BEARING STA. 45+75 \ 2-10• BENDS o ;\ \ 4 , \ S 70.15'00" E PROP. 300' - (2)60" (SEE DETAIL, SHT. 5) a \ \ ° 20' H.C.F.C.D. ESMT. \ STM. SWR. (HDPE) @ 0.07% ° o 80 H.�.F..C.D\ E�T. o \ VOL 5480, PG. 294, H.C.D.R., TIMBER BENTS PER HCFCD \\ VOL. t801,SPG\ 3Q, H:C.-D... o STANDARD DETAILS. SEE \ 4 \. ° \ �\ \\ SHEET 5. \ ° 2� W o\ . 4 20 H.C.F.C.D. ESMT. VOL. 5480, PG. 294, H.C.D.R. \ ' \ \ `�1 (&T`4T �N.. \ a ° 10��00 \\ .0 SLR A- U(r' CONCRETE RIP RAP SLOPE y A\ PROTECTION PER HARRIS G, %* • *tt \ ��i �. COUNTY FLOOD CONTROL \ �••••- •-•••'... o° \ S• DANIEL H: MARTIN STANDARD SPECIFICATIONS. (SEE DETAIL, SHT. 5) �\ �. (liFssG/STEP;G��i 32.00 32.00 30.00 NA rURAL GROW ID @ I IASELIIJE A REA DF FI L 30•00 O 20' H.C.F.C.D. ESMT. 28.00 2 H. .F.C. ES T. 80' C.F. .D. ESMT. VO . 5480, G. 2 4, H C.D. . O 28.00 d. 480, P R. , , 00L. d 26.00 ccnn 26.00 W Z_ W J 24.00 ( —' 24.00 m Q 22.00 w 1 22.00 R PROP 450' (2 60" CO C. RIP R P = STM SWR HDPE @ 0. % a _ PC-T1 20.00 ~ 4 Z 20.00 R 18.00 18.00 PRO 60" STM WR FL 18.9 16.00 16.00 �Dc6 d o, 14.00 I— O � co J u- 14.00 43+00 44+00 45+00 46+00 47+00 48+00 HZ. SCALE: 1 " = 20' VT. SCALE: 1 " = 2' PROJECT: PORTER ROAD PAVING AND UTILITY IMPROVEMENTS REV I ISSUE DATE DESCRIPTION 0 03/15/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 1 06/20/05 MOVED STREET 25' NORTH MOVED CUL-DE-SAC RE-ROUTE STORM SEWER BENCHMARK: HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GEOID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY CO." TEMPORARY BENCHMARK: SET PK. NAIL ELEV.= 31.03' (EDGE OF ASP._ EAST SIDE OF PROPERTY) FLOOD PLAIN INFORMATION: TRACT LIES OUTSIDE 500 YEAR FLOOD PLAIN (ZONE "X") AS PER F.I.R.M. PANEL # 48201 C 0930 J, 1 1-6-96 PRIVATE UTILITY LINES SHOWN SBC CO. VALID FOR ONE YEAR DATE APPROVED ONLY FOR UNDERGROUND CONDUIT FACILITIES UNLESS NOTED. CENTER POINT ENTEX DATE CENTER POINT H.L.&P. DATE CITY OF LA PORTE 8'3.'cc ENGINEERI DEPARTMENT DATE 800 GESSNER ROAD, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 BASELINE "A" STA. 43+00 TO STA. 48+00 SHEET TITLE: PLAN & PROFILE PRJ NAME: PORTER ROAD SHEET NO: 10 OF 10 1 5 DATE: FEB. 2005 OWN BY: ADAM KING CHKD BY: DANNY MARTIN PROJECT: OFFICE WAREHOUSE FACILITY FOR: 12" 3" — —'�3" 4' 1 14" #4 DOWELS ® 24" 12" 3.r — 4"1 14" #4 CONTINUOUS 9.5" CONC. PAVING 1/4" / FT TRANSVERSE STEEL #5 ® 36" O.C. ROADWAY CROSS SECTION 9.5" THICKNESS N.T.S. #4 DOWELS ® 24" O.C. #4 CONTINUOUS 9.5" CONC. PAVING = BASELINE DEFORMED METAL STRIP LONGITUDAL STEEL #5 ® 20" O.C. 1/4" / FT = BASELINE TRANSVERSE STEEL I /� DEFORMED METAL STRIP #4 ® 36" O.C. / LONGITUDAL STEEL 1— #4 ® 16" O.C. 1/4" / FT ' / / 1/4" / FT ROADWAY CROSS SECTION 8" THICKNESS N.T.S. z 6„ NOTES: 1. ALL ROADWAY CONSTRUCTION TO COMPLY WITH GEOTECHNICAL REPORT DATED APRIL, 2005 REPORT NO. 05-9946A RONE ENGINEERING. 2. EXPANSION JOINTS AT SO' MAXIMUM, 3. REINFORCING STEEL fy = 60.000 psi. CONCRET fc' = 3,000 psi MIN. 4. MINIMUM LAP LENGTHS (L): #4 BARS L = 22" #5 BARS L = 27" 5. Vicinity Map Key Map #5391 UNDERWOOD BUSINESS PARK LA PORTE, TX REV I ISSUE DATE I DESCRIPTION 0 04/20/05 ISSUED FOR PERMIT 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 r7 A, DANIEL H. ell 4/or SHEET TITLE: ROADWAY CROSS SECTIONS PRJ NAME: UNDERWOOD SHEET NO: DATE: OS OWN BY:Y: AD ADAM K. CHKD BY: DANNY M. 16 I I I I I I I I I \ I I I \ \ I I • IPB }�IPB per SC CTV � STREE[ I 1 IPB —IPB — IPB `' \ w I \ ` I I f I � r I I \� --_--_--_--�� X X i \ \ al I X u�x_ Y� Y [� Y� ! !� Y� [ [� Y� Y� x [- ! !!_ Y- x_!_ Y- x I Y —� X X w _x_x w a z w _._x w z i w I W __--_--_--_--_--_----__--_-----------_-------- ------ ------ —-----_--_-----_----__--_-------- I I I I EXISTING .I' , •�{\/�/�/�/�{�/\(�/�i�/�V\�N/�0��/�0��/�O// �/<O.•7i /i //��/C\%L�I/�\ice\//��/j . IZIGHTTF-WAY u PERMEABLE.•:r.. 1 . a 1 IT 11 1 x 1 ]11 GRADED RUN-,FF FROM M LEAVING SITE 1 M PROFILE imnW .ua,IvT4 r,..yww1, IAA ' 1 1 /�\jib\Iii •SiEi COARSE AGGREGATE - 3• TO -� FILL CONC ars�IS NOT 10O m) PLAN VIEW GENERAL NOTES L MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTRN DRAWINGS OR SO FEET, WHICHEVER IS MORE, 2. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL POINTS OF INGRESS OR EGRESS. 3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATMN FOR OTHER AREAS VILL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT. 4. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO ACCOMMODATE A TRUCK WASHING AREA PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AREA, S. PROVIDE PERIODIC TOP DRESSING WITH ADDITIIINAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN SURFACE BECOMES PACKED WITH MUD 6 PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE. Z. ALTERNATIVE METHWS OF CONSTRUCTION INCLUDE -CEMENT STABILIZED SOIL, COMPACTED CEMENT STABILIZED SOIL, LIMESTONE AGGREGATE, OR OTHER FILL MATERIAL IN AN APPLICATION OF THICKNESS OF 8 INCHES. -WOOD MATS, OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 INCHES. -STEEL MATS, PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS. (i)q SYMBOL STABILIZED CONSTRUCTION ACCESS I. SET POSTS AT REQUIRED SPACING AND DEPTH. EXCAVATE A 6' x 6' TRENCH LIPSLDPE ALONG THE LINE OF POSTS. 2' x 2' WOODEN POST OR EQUIVALENT..' vl EXTENSION DF FABRIC INTO TRENCH. FILTER FABRIC FLOW - COMPACTEB F=1 MIN. GENERAL NOTES, i c Y S �II !7 R: s 2, ATTACH FILTER FABRIC TO POSTS AND INSTALL IT INTO THS TRENCH BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. / ALTERNATE V-TRENCH ::J'�_ Z, I. SET POSTS AT 4-FEET MAXIMUM SPACING, IF FACTORY PREASSEMBLE➢ FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAXIMUM. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT THE POST, FOLD TOGETHER, AND ATTACH TO THE POSTS. 3. REMOVE SEDIMENT DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE FILTER FABRIC FENCE SOD_ WOOD OR METAL FILTER FABRIC HARRIER EXTENSION OF FILTER FABRIC INTO TIMCH. FLOW m ml� MIN SECTION A -A PLAN SEE REINFORCED FILTER FABRIC BARRIER DETAIL FOR REINFORCED FILTER FABRIC HARRIER REQUIREMENTS WOOD METAL OR BEAM PLAN NOTE, TYPICALLY STRAW BALES ARE NOT RECOMMENDED FOR INLET PROTECTION BARRIERS. IPB SYMBOL INLET PROTECTION BARRIERS FOR STAGE I INLETS LA PORTE, TEXAS OR BEAM ;.sytim VY 1 � SECTION A -A MTS tl g VA r / PLAN VIEW HTS 6pERlL tAfwED L P6ST A SRN REA➢MG •LT82AE'fE VA41 Off PR• MXF m TIE PR, M RLNO ro TFETE TxICx 3wUVERS v1ERE TIE Mu N0 m VASR M OIR TFEIR T9A2 ACMES ➢ A w PR�RTALY BmYYR�E UM. M6t MER RFIOV 6LTIKE C9CIEIE VA�fii TfE VAW OR PR SIViL HE in.l.m VNN CtFAN inL INTERIK N0 [O@KRD m RFSIm 081➢IiIOtS. W A6 nvwEErEn nr TFE PFaacr sPEraTrwTn•¢ 4, (M@lE vA01 WT PwiS StVL. NQf BE UKATE• P@ECILr AAtYFxt Ta I®t AT NIY TpE qNp ut1O TIE Sr(P•1 SEVER SYSIER w ANY [RwER NNE, nR04 Ot WATERWAY. s Ewe ENrxr Ran Ym mrtml w vAvaur AArA m aT•Pmr E]PEEiFD tn4oRcx FRUI TIAA6 [CT1w SYMBOL CONCRETE TRUCK WASHOUT AREA 111111;10 i . I OI I I PLAN BAR SCALE SCALE: 111 = 300' POINTS A SHOULD BE HIGHER POINT B, OR AT TOP OF BANK A B A I, LI;::,. -•%yu 76• MIN MIN u "V-DITCH" SECTION/ELEVATION CONSTRUCTION NOTES: L SET E nAnl nY E nG v®w SfYffS SP.1Cfa q Pgtt 6' 6 iFET NNtT M0 Ex9dOFD .• Mp ff IE MiEi z vnvER vEE FEM£ m � FASIQEO s¢wvr m FQlfl P6CF5 YNH SFPRES F6TER Mfll m nE FAStOED SFLYELr m VN/ETI WIRE FEIEE. Vtm DEs SPACE➢ EVERY 24 WOES AT T(P 410 103ECNOL 4. 100[M IEIQR w mL SILILa m we EaSE3 A10 . xYmaAw w � aoE! AmvE aTuuL maxm. S VlFLw Tln SECmYO w mm CLDm A➢.®w EACH QIISR TIEY SI4LLL X WEAAPPED 6 II1iE5 AT TIE FTSIS. M0 LIFIl 6. SEE SELTWN MWI - REMwCEn FILTER FII= HMREA. F-Tikieii1m O 01 I I I I PLAN TRAPEZOIDAL SECTION/ELEVATION REINFORCED FILTER FABRIC BARRIER SITE PLAN SCALE: 1 "=300' PROJECT: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 04/20/05 ISSUED FOR PERMIT - v 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 .—Pg OF TFy�It" .+ W �..:...••••••: *. tW. DANIEL H. MARTIN I..................... II 89383 0 : �S ICi4 6/cS SHEET TITLE: SWPPP PRJ NAME: UNDERWOOD SHEET NO: DATE: 05 ADAM K. OWN BY:Y: AD CHKD BY: DANNY M. OFFICE WAREHOUSE FACILITY FOR: STD. PRECAST rnMr SFrnnm3 UF/wG EYE W D IMAM.) 9w,Di N0. L I W W1 D D1 DESCRIPnON 1 4" 8' 8" 5.5° 5.5" REINF, CONC. RING 2 6" 8" 8° 5.5° 5.5" REINF. CONC. RING 3 20' 34' REINF. GONG. TAPER 4 16' 8" 4' 34" 48" REINF. GONG. TAPER 5 6" 4' 4" 48 48" REINF. CONC. PIPE 6 12" 4" 4" 48' 48' REINF. CONC. PIPE 7 24" 4" 4' 48' 48" REINF. CONC. PIPE 8 36' 4" 4" 48' 48• REINF. CONC. PIPE 9 4" 8" 8 34' 34" ADJUSTM'T RING 10 6' 8' 8" 34" 1 34" ADJUSTM'T RING 11 1 12" 8' 1 8' 34" 1 34' IADJUSTMT RING NOTES: A. ALL PRECAST SECTIONS TO BE ASTM C-478. B. LIFTING EYES (#20) TO BE SET OFF GROOVE AS SHOWN IN ABOVE DETAIL (4 REQUIRED PER SECTION) AND SHALL BE USED TO TIE STD. DROP TO MANHOLE. C. JOINTS SHALL BE SEALED WITH 'RAM-NEK" OR APPROVED EQUAL D. NO STEPS REQUIRED IN MANHOLE E. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED. F. FOR MANHOLES 8' - 12' DEEP, USE 8° WALLS BEGINNING 8' BELOW TOP OF CASTING. G. FOR MANHOLES OVER 12' DEEP, USE 12" WALLS BEGINNING 12' BELOW TOP OF CASTING. H. COAT ENTIRE INTERIOR OF MANHOLE W/ KOPPERS SUPER BLACK PROTECTIVE COATING MIN. THICKNESS = 25 MILS. GROUND LINE * PVC PIPE WATER MAIN W J O z Z a z_ 0 it 0 w w D: MORTAR PROVIDE "SEWER GUARD' WATERTIGHT MANHOLE INSERT AS MANUFACTURED BY FOSROC, ON ALL PROPOSED MANHOLES COVER2' FRAME 34" 00 w Zo aU WW amwZ¢N J STD. DROP I STD. MANHOLE 6" MIN.-y __.____-IDENTICAL SECTION TYPE 4 MANHOLE FOR 6" TO 12" SEWERS SANITARY SEWER DETAIL SHEET MANHOLE FOR 6" TO 12" SEWERS WATER MAIN 20' SECTION OF PVC-C900 DR18 REQUIRED WHEN CLEARANCE BETWEEN WATER & SEWER MAINS IS 10-0' OR LESS. Z � I iQ I 10-0' 1 10-0' NOTE: ADAPTER MADE SPECIFICALLYT FOR CONNECTING SPECIFIED SEWER PIPE TO PVC PRESSURE PIPE IS USED. WY9/'AMWEXISTING GRADE #20 TO BE TIED TO LIFTING EYE EACH JOINT � 12" CONC. SLAB BASE 48" R.C.P. ASTM C-478 ITARY A 0 BASE & INVERT NEW SANITARY SEWER PARALLEL TO EXISTING WATER LINE NOTES: 1. SAN 2. WHEN PRESSURE -RATED PIPE IS REQUIRED, PROVIDE PIPE WITH MINIMUM 150 psi PRESSURE RATING. 3. ADAPTERS MUST BE FACTORY MOLDED OR FABRICATED, WITH RING STIFFNES AT LEAST EQUAL TO THE ADJOINING SANITARY SEWER PIPE AND USING RESILIENT, GASISET OR SEAL MATERIAL. FLEXIBLE RUBBER BOOT' TYPE ADAPTERS WILL NOT BE ACCEPTED. 4. INSTALL FORCE MAINS SAME AS FOR GRAVITY SEWER, USING SPECIFIED PRESSURE PIPE. 5. "Y" MUST ALWAYS BE GREATER THAN OR EQUAL 6". 6. "X" MUST BE GREATER THAN OR EQUAL TO 4 FT. 7. ALTERNATIVES MAY BE SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. 8. SEPARATION REQUIREMENTS SHOWN HERE DO NOT APPLY TO SERVICE CONNECTIONS - REFER TO PLUMBING CODE FOR APPLICABLE REQUIREMENTS. SANITARY SEWER DETAIL SHEET SEWER MAINS AT WATER MAIN PARALLEL €a CROSSING DETAILS LIFTING EYES 4 REQUIRED (#20) UNDERWOOD BUSINESS PARK LA PORTE, TX REV I ISSUE DATE I DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 0 8/17/05 INCREASE SEPERATION DISTANCE 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 8/.2 Cl 057 SHEET TITLE: DETAILS - SAN SWR PRJ NAME: UNDERWOOD SHEET NO: DATE: 05 DWN BY:Y: TOM T. CHKD BY: DANNY M. 18 FINISHED GRADE 2 SACK CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95% MAX. DENSITY REINFORCED CONCRETE 4 ON —SITE SOIL BACK FILL TO BE PLACED IN 6" — LAYERS & COMPACTED TO 95% MAX. DRY DENSITY r Ll klm—plol ON SITE SOIL BACKFILL TO BE PLACED IN 8" LAYERS & COMPACTED TO 95% MAX. DRY DENSITY TYP. I I PIPE BEDDING DETAIL TYPE "D" HOT -MIX ASPHATIC CONC. ASPHALT TOPPING 011 '' o BASE REPLACEMENT SHALL BE CRUSHED LIMESTONE MINIMUM 6". 2 SACK CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95% MAX. DENSITY 12' -I I I _ TRENCH SECTION IN PAVED AREA SANITARY SEWER DETAIL SHEET BEDDING - CORRUGATED PLA5TIC PIPE 1 1/4' 132mml LETTERS / 3RD WORKSIRON �- , ASTM A48 2 1/8'] S 7' M �PICKHOLES (4) 1' 125mml DIA 1 1/4' C32rnrn] LETTERS VENT HOLES ON 18 3/4 1427mml DIA BOLT CIRCLE 23 1/2' 1597rnr1] DIA 1 1/2' �C38rlro] vi ' I COVER SECTION 4 MACHINED SURFACE STORM SEWER DETAIL SHEET SMALLER MANHOLE COVER - "A" #41418063 cu2 27' ---�2, N TOP VEIW 2' GRATE Z0 tV - •a •. -? •. B zo SIDE VIEW IRON WOWSNS, IJORDNC. P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE SMH 10/17/00 APPROVED DATE MANHOLE COVER PRODUCT NO. 41418063 CATALOG NO. V 1418 REF. PRODUCT DRAWING 41418042 EST. WT. COVERT 160 LBS 73kg OPEN AREA N/A MAT'L SPEC. OVER - GRAY IRON ASTM A48 CL35 LOAD RATING HEAVY DUTY — 24' --►14' VIEW — 32' 24"X24"X36" JUNCTION BOX CATCH BASIN FOR PIPES FOR 18" AND SMALLER N.T.S. 1 - # 6 (T1P) - ( =m " p d• e. � o Q -o G d G d •d e d •d 'd , • 's MORTAR NATURAL RCP ..._-RD MANHOLE COVER BRICK WALL CONCRETE BOX MORTAR FILLED DOWELS GENERAL NOTES: TO BE 2/4'x 6' BOLTS AT EACH SIDE 1, USE STD CAST IRON FRAME & PLATES. LEAD SHALL LEAVE INLET AT LOCATION - _- AND GRADE REQUIRED. 2, DIMENSION VARIES BASED ON PIPE DIAMETER AND WALL THICKNESS. 3. CENTER REINFORCING IN SLAB AND WALLS. '6' 6 W 4. CENTER STEEL BEAM ON INLET AND Pa .. 2 -54'4 CAST INTO WALLS AS SHOWN. > X 5, POURED —IN —PLACE OR PRE —CAST MANHOLES ONLY SHALL BE USED. a.i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 6, NO BRICKS OF ANY KIND WILL BE El ❑ 1-1 El El ALLOWED IN CONSTRUCTION OF u.. ❑❑❑❑ MANHOLES OR INLETS, 7, ALL PVC PIPE SHALL HAVE VO4 ❑❑❑❑❑❑ RUBBER GASKET EQUIPPED BELL @ 12' E.W. IN AND SPIGOT JOINTS CONFORMING WALLS AND FLOOR GRATE TO ASTM D3212, ELASTOMERIC SEALS SHALL BE A SINGLE DOUBLE -SEALING GASKET 11fi a p) SPANNING ONE FULL CORRUGATION 17e 3:3/4 (TYP.) WITH THE LEADING EDGE BEING LOWER THAN THE SECOND EDGE 1s16 �r r� r1516 TO FACILITATE PROPER JOINING. Y THE GASKET MATERIAL SHALL CONFORM TO ASTM F477, SECTION X-X B. FOR ALL PRE -CAST AND POURED - IN -PLACE INLETS AND JUNCTION MANHOLE COVER NDTEI BOXES, CENTER DOUBLE- Y VULCAN, EAST JORDAN SEALING GASKET IN WALL AND IRON WORK OR GROUT COMPLETELY AROUND PVC APPROVED EQUAL PIPE. GROUT SHALL BE SMOOTH AND FLUSH WITH INNER AND OUTER WALL WHEN ENTERING AT AN ANGLE TO THE WALL OR THROUGH THE CORNER OF AN INLET OR JUNCTION BOX, THE GASKET MAY BE OMITTED. FRAME 9, MANHOLES AND INLETS SHOULD BE 2'-6• PLACED HALF WAY BETWEEN THE 34: FRONT LOT CORNERS IN MULTI LOT �y 2'-44 SUBDIVISIONS, - 10, ALL DETENTION AND PERIMETER DRAINAGE SHALL BE COMPLETED SECTION Y—Y BEFORE ANY TERIOR STORM SEWER DETAIL SHEET CONSTRUCTIONISSTARTED, ELEVATION NOTE: 6" MIN FOR SMALLER BOX SEWER WIDTHS, WHERE IT IS NOT POSSIBLE TO EXTEND REINFORCING STEEL 2'-G BEYOND THE OPENING, REINFORCING STEEL SHALL BE EXTENDED 3' TO THE EDGE OF THE WALL M - . 4. d ' n ' 6' BEND C") c �+ d .4 n A . J a d d,'d d 'd e I e ' M di d d .d • d 'd d • d 'd • d •d e 2-# 7 (9' LONG) ( ) SECTION #6 BARS 8' LONG STORM SEWER DETAIL SHEET STORM SEWER MANHOLE FOPPROP05ED CONCRETE BOX SEWER li MORTAR (TYP) BRICK 8 WALL TO 8' DEPTH TYPE "A-1" INLET 3Y MANHOLE FRAME AND COVER No TABLE SEWER SIZE VS MANHOLE SIZE SEWER SIZE MANHOLE BASE DIAMETER 3� 5'-0• -1/2• MORTAR COATING ON ALL BRICK SURFACES 12' WALL 8' AND 6• (TYP) GREATER DEPTH # 5 0 8 EW MIN CONCRETE SLAB CEMENT STABILIZED • o .. , o , .. . o . " . t' • o , 90 SAND o o 12 5'-G' 1 Y SECTION `. J STORM SEWER MANHOLE TYPE "C" FOR 39" DIAMETER RCP AND SMALLER (NOT TO SCALE) RRBJE6fic OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 DANIEL H. MARTIN �CFAt.�i�2"�i�" e�z 6/o s SHEET TITLE: DETAILS - STM SWR PRJ NAME: UNDERWOOD SHEET NO: 19 DATE: 05 OWN BY:: TOM TOM T. CHKD BY: DANNY M. SPApIG aosE sEE10M OPDI siEETax: PLAN TIMBER TRENCH SHORING STEEL PILING * AUN CLOSE SHEETING OPEN SHEETING BRACE STRINGER �rrrixerixmr -UPRIGHT PLAN 1 F -I j SEE NOTE 4 TIMBEIIIIR TRENCH SHORING BRACE SHEET PILING STEEL PILING * SEE NOTE 4 TRENCH SHORING - MINIMUM REQUIREMENTS (**) OEFIH of Twitill IWM OR LbM✓gilON OF FARM UPWIS ------- MNMAl 006iR10tS UWMODM sl/L91O S1 ------- 10A661 oOhIstRS MW6xE S'O"n SIZE MID WAM OF MOMS CRESS OVLES' - - - - - - - - - - - - - - - 6IDIII OF IIENCII T UPT03 3 5 S'RITa 9 ji 12 12FEET �15 - - M,XWWI Yr306'JL - - - - - SPACDM HORUONML FM TYPE P:A65 FEET oICFo.S FEET RKHElt RMS OICIES DIM alm FEET FEET 5 ro to W FWD), courm 3x4 OR 24 a 2A 4x4 44 &6 64 4 a (a) LDELY To CRACK &4 OR 24 3 4xa 4 24 4s4 44 64 a4 4 a (C) SUM SANDY. OR FILED 514 OR 2XG storm 44 4 4x4 44 B4 9.8 w 4 6 (a) HYOR6YTATC 7Mom1ME 3A4 OR 2 $ g 64 4 4x4 44 ad 64 64 4 6 to TO is (A) KM (X)WFICT &4 OR 20 4 44 4 4M 44 &6 e4 64 4 6 (S) NOLY TO CRACH &4 OR b3 2 44 4 N4 44 &6 94 w 6 (C) SETT, SAWY, OR F01ID &4 OR 26 SHMIM 44 4 44 64 64 94 wo 4 6 (0) IHOROSIXIM PRESSME 34 &to 4 44 w 64 m &lo 4 a 10 To 20 CO ALL KEMS OF wlMrtuls 36 � 402 4 442 6`6 84 &lo 1&lo 4 6 OYDR 20 (6) NL AOS OF CpMiI1016 34 Slimm ®9 4 4a12 64 &10 1&10 IN12 4 6 1. 116NCH W S MY M UE2D W LIEU OF. W W 00I1011N1IGN MILL EYM55 a1ALFs SIOM 5 NOT IEDUMED N SCUD Toff, IWof SW L OR IWo) SW AD DERRIDIED B! OSDiEG1Wf21 ENCREER. SYRIE 11MRAME SIM SOFT PODIG AM SUCItAt OG EQUAL STRENGTH MY 6E SMSMUTM FOR ROOD. < ) DTSEMIKRI FOR MWOSO. (®) i1xaOSs (• •) FROM WN SAFETY AND EEALIH REXURONS PART IM SIAART P. 2 SOE 6 TDARER MEMBERS ARE MMM CUT TWOM OND450011S (FIAT ME) MORMON AS PAVEMENT DETAIL SHEET TRENCH SAFETY SYSTEM DETAILS l / l / P �� AMIINIHE 4EOIECIaaOLL fl,CORER \ / SPAM 5110T@IO NM aonxc UNSHORED SLOPED TRENCH TRENCH BOX * • ALIMMIE SYSTEM TRENCH SHORING - MINIMUM REQUIREMENTS (**) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACES DETTTH OF TRENCH KIND OR CONDITION OF EARTH --------- - - - - - - - - - --------------------------- WIDTH OF TRENCH MAXIMUM SPACING MINIMUM MAXIMUM MINIMUM MAXIMUM _ ________ DIMENSIONS SPACING DIMENSIONS SPACING UP TO 3 3 TO 6 6 TO 9 9 TD 12 12 ro 75 _ VERHCA. ____ HORIZONTAL FEET FEET FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEES FEET 5 TO 10 (A) HARD, COMPACT 3x4 OR Zx6 6 2x6 40 4x6 6x6 6x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 3 46 4 2x6 40 4x6 6X6 6x8 4 6 (C) SOFT, WW, OR FILLED 3X4 OR 2x6 CLOSE 4x6 4 4x4 4x6 6x6 6x8 Bx8 4 6 NG (0) HYDROSTATIC PRESSURE 30 OR 2x6 SR�EEjING 6x8 4 40 4x6 6x6 6XB &B 4 6 10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 4x6 4 4x4 4x6 6x6 6x6 axe 4 6 (8) LIKELY TO CRACK 3X4 OR 2x6 2 4x6 4 4x4 4x6 6x6 6xB 8x8 6 (C) SOFT SANDY, OR FILLED 3X4 OR 2x6 4x6 4 4x6 Bx6 6x8 axe 8xt0 4 6 SHOE (D) HYDROSTATIC PRESSURE 3xB SCLOSE HNG BAD 4 4x6 6x6 6xB axe RXID 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 402 4 402 6x8 Bx8 SX10 IDx10 4 8 SHCLOSEG OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 6x8 4 4x12 Rx6 Bx10 10x10 IOX12 4 6 SHEETING 1. TRENCH JACKS MAY BE USED IN UEU OF, OR IN COM81NAIION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEDTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING DO EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. (> DESIGNATION FOR PROPOSAL (RD) PURPOSES (• • )FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) TRENCH JACK AND STRINGER H ABLE �V SLOPE (DETERMINED BY GEOTE)CHNKAL ENGINEER OF TRENCH BOX \ 1' MIN. / 1O \\ III --PROJECTED MAXIMUM ALLOWABLE SLOPE DETERMINED 8Y \ / GEOTECHNICAL ENGINEER \\ NOTE NNffSHOMOGEJIEOUSS'SOOILS Q RBNE SHORING AND UNSHORED TRENCH TRENCH BOX * `AL10MIE s''E"M STORM WATER DEAIL SHEET TRENCH SAFETY SYSTEMS DETAILS GENERAL NOTES: 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. 2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC- TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE U71UTY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE IN ADDITION, IN TRENCHES WiTH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) 6. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL B. MEASURE "PERMANENT TIMBER TRENCH SHORING" BY LINEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID). 9. STRINGERS AND BRACES TO BE SECURELY FASTENED. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED 10. IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- 11.ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE 12.AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEMIL SHEET IS GOOD 13. FOR PIPES WITH O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES. 14.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS: A SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90' B COMPACTED ANGULAR GRAVELS = 1/2 : 1 C RECOMMENCED SLOPE FOR AVERAGE SOLIDS = 1 : 1 15. D COMPACTED SHARP SAND = 1 1/2 : 1 E WELL ROUNDED LOOSE SAND = 2 : 1 CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. GENERAL NOTES: 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. 2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM- BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PANG, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC- TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE. 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) 6.11RENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL B. MEASURE "PERMANENT TIMBER TRENCH SHORING' BY UNEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID). 9.STRINGERS AND BRACES TO BE SECURELY FASTENED. 10.TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. 11.TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN. 12.EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. 13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD FOR PIPES WITH O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES, 14.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS: A) SCUD ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90' B COMPACTED ANGULAR GRAVELS = 1/2 : 1 C RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 : 1 D COMPACTED SHARP SAND = 1 1/2 : 1 E WELL ROUNDED LOOSE SAND = 2 : 1 15. CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. AR8J€6fi: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 11111111 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 r,OF t o� L14NIEL H. MARTIN Al D n�- 8/z 6/oS SHEET TITLE: DETAILS - STM SWR PRJ NAME: UNDERWOOD SHEET NO: O DATE: 05 DWN BY:: TOM TOM T. CHKD BY: DANNY M. 3' HACK OF CURB FIRE HYDRANT T AMERICAN DARL: MUELLER CENTUI MODEL #250 OR APPROVED EQUA M3 CONCRETE THRUST BRACING CLASS "B" CONCRETE 18"X18"X411C ;LEAD) ELEVATION NOTE: FIRE HYDRANT BONNET AND CAPS TO BE PAINTED SHERWIN-WILLIAMS BB66-Will BRIGHT WHITE AND THE BODY SHERWIN-WILLIAMS 1166 E39 SAFETY ORANGE. NOTE: USE EBAA FORCE RESTRAINTS ON ALL FITTINGS Ia WATER LINE DETAIL SHEET FIRE HYDRANTS STANDARD INSTALLATION SIDEWALK 6"x6" (14w x 14w) WELDED WIRE MESH ADJUSTABLE CAST IRON RISER & VALVE BOX (TYPICAL — NO P.V.C. OR A.C. ALLOWED) 11-0. PAVEMENT #4 BARS ®24" EACH WAY "--SEE STD. EXPANSION JOINT DETAIL — rCAST AROUND TOP OF EACH VALVE BOX A 24"x24"x8" CONCRETE BLOCK ONLY WHEN VALVES ARE LOCATED IN ROADS I OR SIDEWALKS NOTE: ALL FLUSHING AND GATE VALVES TO BE A.W.W.A. STANDARD COUNTERCLOCK— WISE OPENING W/RESILIENT SEATS. VALVE BOX SHALL NOT CONTACT GATE VALVE BOX WATER LINE WATERLINE DETAIL SHEET VALVE BOX INSTALLATION NATURAL GROUND A/C, CAST IRON, DUCTILE IRON, PVC WATER LINE INSULATED JOINT (BOTH ENDS) SLIP ON FLANGE (ASA B 16.1) BELL/FLANGE CONNECTION (TYPICAL TRANSITION) (BOTH ENDS) FOR LINE TO PASS OVER AN OBSTRUCTION RATHER THAN UNDER MUST HAVE ADEQUATE COVER AND BE APPROVED BY CITY ENGINEER j NOTE: 1. MATERIALS AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND STEEL SECTION AS REQUIRED TO PREVENT MOVEMENT. SERVICE CONNECTION DETAIL NOTES: 9 2' MIN 4 - 45" STEEL BENDS 5' MIN STEEL PIPE (lYP) WELDED JOINTS (TYP.) TYPICAL STEEL SECTION FITTINGS 4 — 112 X 45 STEEL BENDS 2 — 112 BELL —FLANGE ADAPTERS 2 — l/2 SLIP—ON FLANGES 150 # 2 — 1/2 INSULATED JOINT KITS WATER LINE DETAIL SHEET TYPICAL STEEL PIPE OFFSET SECTION FOR WATER MAINS 1. THE MAIN SHALL HAVE A MINIMUM DEPTH OF 48" BELOW TOP OF CURB GRADE. 2. THE WATER SERVICE LINES THAT ARE INSTALLED BEFORE THE COMPLETION OF STREET CONSTRUCTION SHALL BE LAID IN THE SERVICE DITCH AT THE SAME ELEVATION AS THE WATER MAIN OR A MINIMUM COVER OF 48" BELOW TOP OF CURB GRADE, AT THE PROPER LOCATION FOR THE METER BOX, THE METER (CURB) STOP SHALL BE RAISED TO 18" BELOW TOP OF CURB GRADE WITH ENOUGH EXCESS TUBING TO RAISE THE STOP AT A FUTURE DATE TO 6" BELOW TOP OF CURB GRADE. 3. LOCATOR WIRE TO BE PLACED ON ALL MAINS AND SERVICES. (MIN. 20 GA. COPPER) 4. SINGLE METER SERVICE LINES SHALL BE 1" MIN. I.D. C.T.S. POLYETHYLENE, SDR-9. 5. CONTRACTOR TO FURNISH AND INSTALL DOUBLE SERVICE METER BOXES AT FINISH GRADE. 6. FIRE HYDRANT ASSEMBLIES SHALL NORMALLY MAINTAIN THREE FOOT CLEARANCE FROM BACK OF CURB. REQUIRED ASSEMBLY SHALL INCLUDE ONE LINE SIZE BY 6" TEE, ONE SIX INCH GATE VALVE AND BOX, ONE FIRE HYDRANT AND SIX INCH PIPING AND TIE BACKS. 7. WATER VALVES ON MAIN LINES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO EXTENDED PROPERTY LINE AND SHALL CONFORM TO AWWA C-500, OPEN LEFT, EQUIPPED WITH PENTEGONAL OPERATING NUT. 8. WATERLINES 4 INCH THROUGH 12 INCH I.D. SHALL COMPLY WITH THE REQUIREMENTS OF AWWA STANDARD C-900 CLASS 150, SDR-18 WITH CAST IRON OUTSIDE DIAMETER. 9. ALL CONCRETE THRUST BLOCKING SHALL BE PLACED TO FORM A SOLID CONNECTION BETWEEN FITTINGS, VALVES AND FIRE HYDRANTS AND UNDISTURBED EARTH. CONCRETE FOR THRUST BLOCKING SHALL HAVE A MINIMUM OF 2500 P.S.I. COMPRESSIVE STRENGTH AT 26 DAYS. 10. GRAY IRON AND DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C-110 AND END JOINTS OF FITTINGS AND MAIN LINE VALVES SHALL CONFORM TO AWWA C-111 FOR RUBBER GASKETED JOINTS. GRAY IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED OR EPDXY COATED. 11. ALL FIRE HYDRANTS AND VALVE BOXES ARE TO BE ADJUSTED TO FINISH GRADE AFTER PAVING IS COMPLETE. 12. INSTALL CONCRETE BLOCK BENEATH FIRE HYDRANTS BEFORE PLACING CONCRETE THRUST BLOCKING TO INSURE THAT FIRE HYDRANTS ARE INSTALLED LEVEL. 13. CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 48 HOURS BEFORE START OF CONSTRUCTION. VAl WATER MAIN. WATER LINE DETAIL SHEET BLOW -OFF DETAIL WATER LINE DETAIL SHEET SERVICE CONNECTION NOTES GENERAL NOTES: 1. PRESSURE TEST OF WATER LINES 20" DIAMETER SHALL BE AT 125 PSI FOR A DURATION OF 8 HOURS. PRESSURE TEST OF WATER LIENS GREATER THAN 20" SHALL BE AT 150 PSI FOR A DURATION OF 8 HOURS. 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3. ALL WATER METER BOXES SHALL BE NOS MODEL NO. D15AM42-DISB OR APPROVED EQUAL. BOX NEEDS TO BE COMPATIBLE TO NEPTUNE PRO -READ.) LOCKING LIDS WILL NOT BE ACCEPTED. 4. PROVIDE "UNI-FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. 5. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN MULTI LOT SUBDIVISIONS. NOTE: FITTINGS, VALVES AND PIPE JOINTS SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 PV FOR FITTINGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. PRBJE6T: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 SOFT es $ DANIEL H. MARTIN .. ».»89 Oft II AL s- SHEET TITLE: DETAILS - WATER PRJ NAME: UNDERWOOD SHEET NO: 21 DATE: OS OWN BY:Y: TOM T. CHKD BY: DANNY M. SYMMETRICAL ABOUT HALF SECTI❑`• HALF SECTI❑N UNDER UNDER PAVEMENT NATURAL GROUND SOD OR SEE (AS REQUIRED) PER CITY OF LA PORTE STANDARD SPECIFICATIONS PAVEMENT SUBGRADE MATERIAL DRY 6 ::. '-: t:`•.:•' =-`•' :•.`•:'' it -JI ili l it i/ i/ i/ �/ BACKFILL PER - I� '/ -I- ITY OF LA PORTE / TANDARD SPECIFIC IONS ill ill it _I SEE NOTE'2 •.';• : -:- . •-;- •--. S•EE :SEE: .' NOTE I" _ _ NOTE V . 91P I -SEE NOTE-c�.�-•'r'•'•.':'..'••':-°.• GROUND u z w w 0 H a a NOTE, 1. SEE CITY OF LA PORTE STANDARD DETAIL 2. 6' MIN. FOR MAIN DIA¢'WER 12' MIN. FOR MAIN DIAMETER >20' WATER LINE DETAIL SHEET WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCH ES STAKE FINISHED GRADE NOTES: 1. INSULATE THE REDUCED PRESSURE BACKFLOW PREVENTER TO AVOID FREEZING. 2. THE REDUCED PRESSURE BACKFLOW PREVENTER'S DISCHARGE OPENING IS TO BE A MINIMUM OF 12 INCHES ABOVE THE GROUND ELEVATION OR 100 YEAR FLOOD ELEVATION WHICHEVER IS GREATER. 900 BEND 0024 II,7 ON SITE `` l l I d '4 ' _I{� -4 _ I III • ��// q 4 WATER MAIN I I I( —I� d d •.4.d d s. e .J •4, d •. ' dd d d a d d STEEL OPTION: 1 - 0 BELL FLANGE ADAPTER 1 - 0 SLIP-ON FLANGE 1 - 0 X 450 STEEL BEND LINE REMOVABLE HANDLE (TYP) (RPBP) LINE VALVES 0 LOW D I OR STEEL PIPE CONCRETE BLOCKING AND R P B P SUPPORT p p • E•.p• A E 'e ep p p<• p e S' e� b. ,p pal •p.p PIPE SUPPORT WATER LINE DETAIL SHEET REDUCED PRESSURE BACKFLOW — PREVENTER CRPBP) NOTE: A 2X2X2'-0" STAKE BENDS NOT TO EXCEED a SHALL BE PLACED IN THE TAPPING COLLAR OR MANUFACTURERS SURFACE DIRECTLY ABOVE SADDLE (STAINLESS STEEL) RECOMMENDATIONS WYE. STAKE SHALL BE EXPOSED 6" & PAINTED BLUE. _-PVC MAIN NIPPLE, REQ'D. LENGTH, WITH ADAPTER, CURB STOP & STEEL INSERT ADAPTER (SINGLE SERVICE) 1" I.D. FOR SINGLE SERVCE CORPORATION 1 I.D. FOR DOUBLE 1" X 1" X 1" X 7 1/2" SPREAD "Y" BRANCH WITH STOP & INSERT SERVICE (POLYETHYLENE) 2 CURB STOPS, ADAPTER, & STEEL INSERT (DOUBLE SERVICE) WATER LINE DETAIL SHEET SERVICE CONNECTION TOP OF GROUND ELEVATION WATER SUPPLY MAIN TO WATER METER PAVEMENT — (BY OTHERS) Is METER BOX W/COVER SEE — CITY OF LA PORTE STANDARD DETAIL STREET ELL — LOOKING UP W/BRASS PLUG 19ytcI7\Yl�� TAPPED PLUG OR APPROVED — SERVICE TAP W/CORPORATION STOP CC13i1ROIF7 2" GATE VALVE W/ REMOVABLE HAND WHEEL WATER LINE PERMANENT BLOW -OFF -DETAIL N.T.S. CONCRETE THRUST BLOCKING ,Q �d �. 4- NOTE: USE MECHANICAL JOINT FITTINGS WATER LINE DETAIL SHEET TEE COPPER TUBING I;R6J€6T: OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT aI 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 tr DANIEL H. MARTIN ... 1...�.. Aw^.0.... p83 SHEET TITLE: DETAILS - WATER PRJ NAME: UNDERWOOD SHEET NO: 2 2 DATE: 05 DWN BY:Y: TOM T. CHKD BY: DANNY M. EXISTING ASPHALT ROAD ° - 15" E CONCRETE ^a - 1/4" R. 1/2e Joint Seal As Specified d� PAVEMENT = ° PAVEMENT DETAIL SHEET CONSTRUCTION JOINT SEAL DETAIL EXISTING ROAD COMPACTED TO 95% MOD. PROCTOR NOTE: MAINTAIN A MIN, OF 6" BETWEEN DRIVEWAY AND CULVERT MATCH EXIST. T. AT ROAD. S nnnn MMJXIMA/AV MATCH EXIST. PVMT. ELEV. @ PROP. LINE. PROPERTY LINE ASPHALT APRON DETAIL - DRIVEWAY PROFILE FOR CULVERT DRAINAGE EXPANSION JOINT AT PROPERTY LINE REQUIRED. (1" REDWOOD BOARD OR 1/2" PREFORMED JOINT) 6" MIN. 3000 PSI CONCRETE PAVEMENT I /_ #6x#6x#6 W.W.M. 3" MI . 1'-0 1'-6" BACKFILL WITI C.S.S. 1/2" DIA. AND COMPACT TO 95% STEEL BAR d DENSITY, MINIMUM. EXISTING CEMENT STABILIZED BASE REMOVE 4" OF TOPSOIL (MINIMUM) MIN. 18" DIA. R.C.P. - CEMENT STABILIZED SAND BEDDING, 6" THICK MIN. NOTE: MAINTAIN A MIN. OF PROPERTY LINE 6" BETWEEN DRIVEWAY AND CULVERT CONCRETE APRON DETAIL - DRIVEWAY PROFILE - 701 NOTE 3 SEE N TABLE 1 e d".4 °e dI .4 • d 'dd d ded d°d N d e e °•e0 � 'd • d 'dd ••d • e • 'e SEE TABLE 1 ' •.4 • • d' .4 'd 1" REDWOOD EXPANSION — JOINT MATERIAL OR 3/4" PREMOLDED MATERIAL 3/4' BITUMINOUS JOINT SEALER 1/4" -R _ :d 'dd d JOINT SEAL — NAIL d -1 ° d d d ° °d 'd.ed 26 GAUGE PLASTIC TUBE d: 'dd •iS�'d • d PRE —MANUFACTURED JOINT PLATE SECTION DOWEL TYPE EXPANSION JOINT TABLE 1 PAVEMENT THICKNESS (IN) DOWEL SIZES AND SPACINGS DIAMETER (IN) LENGTH (IN) SPACING (IN) 6 3/4 24 12 7 1 24 12 8 1 24 12 9 1-1/4 24 12 10 1-1/4 24 12 11 1-1/4 24 12 12 1-1/47 24 12 PAVEMENT DETAIL SHEET EXPANSION AND CONSTRUCTION JOINT DETAILS a Orellm 1. STEEL TO MEET ASTM STANDARD SPECIFICATIONS FOR CONCRETE REINFORCING BARS. UNITS TO BE SPACED ON 12" CENTERS 2. EXPANSION JOINT TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED AT A MAXIMUM DISTANCE OF 80 FEET 3. CENTER DOWEL HORIZONTALLY ON JOINT 4. CENTER DOWEL VERTICALLY IN CONCRETE BASE. EXTEND THICKENED CONCRETE AS NEEDED TO MAINTAIN 3" MIN COVER 1" 1" 2" PLAN - JOINT PLATE 00 1 /4" DIA. --I 1 ,4» 1 DOWEL DIA + 1/16" ELEVATION - JOINT PLATE Rl WEff: OFFICE WAREHOUSE FACI JTY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT r 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 g�orr m ° et ......«• [jNIEL H. MARTIN ». ................89383 {. 9/,z 61CS- SHEET TITLE: DETAILS - PAVING PRJ NAME: UNDERWOOD SHEET NO: 2 3 DATE: 05 OWN BY:: TOM TOM T. CHKD BY: DANNY M. /- TOP OF CURB TOP OF 'CONCRETE PAVEMENT DETAIL SHEET ALTERNATE CONCRETE CURB REINFORCEMENT NOTES: 1. PAVING EXPANSION/CONTRACTION SHALL BE SPACED AT 60' C/C. 2. CONCRETE USED FOR PAVMENT SHALL BE A MINIMUM OF 5.0 SACK, 3000 P.S.I COMPRESSIVE STRENGTH AT 28 DAYS. 3. CLASS "A" HYDRATED LIME SLURRY SHALL BE APPLIED FOR SOIL STABILIZATION. 4. REINFORCING STEEL SHALL COMPLY WITH OR EXCEED A.S.T.M. SPECIFICATIONS 615, GRADE 60, FOR NO. 4 BARS AND LARGER. 5. LIME STABILIZATION FOR THOROUGHFARES AND COLLECTION STREETS SHALL BE A MINIMUM THICKNESS OF 121T . 6. PAVING SHALL BE POURED IN HALF SECTIONS. 7. THE MAXIMUM WIDTH BETWEEN LONGITUDINAL JOINTS SHALL NOT EXCEED 15'-011 . 8. ALL EARTHEN AREAS ARE TO BE HYDROMULCHED UNLESS SHOWN OTHERWISE ON DRAWINGS. 9. CONTRACTOR MAY SAW CUT IN LIEU OF DEFORMED METAL STRIP. 10. USE 1 FOOT STRIP OF SOD GRASS TO PREVENT EROSION UNTIL STAND OF GRASS IS ESTABLISHED. 2.00% (TYP 2.0' ) NO. 4 BARS 24" O.C.E.W. OR NO. 3 BARS 18" O.C.E.W. PROFILE GRADE 2.00% (TYP) LONGITUDINAL KEYED JOINT 7" CONCRETE PVMT AS SPECIFIED BY PICM PAVEMENT DETAIL SHEET TYPICAL SECTION 3/4" BITUMINOUS JOINT SEALER J PAVEMENT DETAIL SHEET CONTRACTION JOINT WITH DEFORMED METAL STRIP CLASS "A" 6" (MIN) LIME STABILIZED SUBGRADE UNIFORMLY COMPACTED TO 95% STANDARD PROCTOR DENSITY @ t 3 % OPTIMUM MOISTURE CONTENT L. , L-� wOINT I. CONCRETE DRIVEWAY STANDARDS EDGE OF ROADWAY lit q DITCH for ASPHALT ROADWAYS (WITH OPEN DITCH DRAINAGE SYSTEMS) PROPERTY LINE / RIGHT-OF-WAY ASPHALT ROADWAY OMINIMUM CONCRETE DEPTH 4" (RESIDENTIAL) MINIMUM CONCRETE DEPTH 6" (COMMERCIAL) REINFORCED WITH #6x#6x#6 W.W.M. MIN. 2500 PSI CONC. f •- .,;PROP. CULVERT co co RESIDENTIAL DRIVEWAY MIN. WIDTH = 12' MAX. WIDTH = 25' * RADIUS = 2' TO 5' COMMERCIAL DRIVEWAY MIN. WIDTH = 20' MAX. WIDTH = 25' * RADIUS = 10' TO 15' OPROVIDE FULL EXPANSION JOINT AT PROPERTY LINE. O ARTMENT u 2 OCULVERT INSTALLATION: A) APPLY FOR DRIVEWAY PERMIT THROUGH INSPECTION DIVISION. B) COMPLETE COULVERT REQUREST FROM (CITY WILL NOTIFY OF SIZE AND TYPE.) C) PURCHASE CULVERT (AS PER CITY SPECS) FROM PRIVATE VENDOR. D) UPON DELIVERY OF CULVERT, NOTIFY THE PUBLIC WORKS DEPARTMENT. AT 281-471-9650. PW WILL INSTALL RESIDENTIAL CULVERT. Note: 1. CITY WILL NOT SIZE OR INSTALL CULVERT ON PRIVATE, STATE, OR COUNTY ROADWWAYS. 2. CITY NOT RESPONSIBLE FOR PROVIDING MATERIAL OR FILL FOR COVERING OF CULVERT. SEE SEC. 106-835, FIGS. 10-2 & 10-3 OF CODE OF ORDINANCES FOR ADDITIONAL RESIDENTIAL & COMMERICAL DRIVE SPECIFICATIONS. RRWEff; OFFICE WAREHOUSE FACILITY FOR: UNDERWOOD BUSINESS PARK LA PORTE, TX REV ISSUE DATE DESCRIPTION 0 03/18/05 ISSUED FOR PERMIT 0 04/20/05 ISSUED FOR PERMIT 7,7 f _. 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 �Of 1 DANIEL H. MA IN '•;k�N�� AL o 8/.Z6/0-5- SHEET TITLE: DETAILS - PAVING PRJ NAME: UNDERWOOD SHEET NO: 2 4 DATE: OS OWN BY:y: TOM T. CHKD BY: DANNY M.