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HomeMy WebLinkAbout2017091514591025190' RAIL ACCESS ESMT. — Y ;� 'I ( RESERVE E — — RESERVE D — — — — '�: 11.433 ACRES :: ; 10.640 ACRES ;, ( GRANITE UNDERWOOD DISTRIBUTION CENTER LP 10' CENTERPOINT ESMT, GRANITE UNDERWOOD DISTRIBUTION CENTER LP s `; I H.C.C.F. No. 20070671170 H.C.C.F. No. 20090168147 H.C.C.F. No. 20070671170 0 ": ao' B.L. 40' B.L. IzQ f . — ;` I N89039'06"E 1747.40'-0— F.O.C. c c [ c [--¢-c c c c c [ -c�-6 E E 2" .L IETAL POST W/METER �12" W.L. 918.46 VL— VL-- ri— V ri L V VL VL L L V VL VL L ri VL ri �._. T 3v' =l"S' . ..X'T,t,r -..' av 't9$w . _ . }- v*. Y • ": t ,<:; -.. a STOP SIGN RR ` 4 r�F 40' B.L. STAT ON CONCRETE 40' RAIL ACCESS, CONCRETE 40' RAIL ACCESS, — INGRESS/EGRESS & UTILITY ESMT. INGRESS/EGRESS &UTILITY ESMT. ODD LANDSCAPING 6" E.S.F.R. LINE SW S ESMT. \ slcN---------------------------------- ------ R — -- 6" E.S.F.R. LINE _ t���FFTT— :RAMP —. ---- .Y�- -- -- -- a -- — ATION'yfRT -- --- --- --- --- -- --- -- ... — � RAMP / Z�% H/C SWR. STM MT. FLOODPLAIN NOTE ® 1 1 1 1 H/C - By graphic plotting only, the subject property LANDSCAPING LEGEND SU11 E 100 lies within Zone "X", areas determined to be outside NORTHERN SAFETY the gee annual chance floodpgencylain, as defined r the Federal I— W Emergency Management Agency flood insurance rate map number 48201 CO930M (community number 485487) CONCRETE ( I 0 N y = TOTAL AREA. 243,900 SF dated January 6, 2017. a <o OFFICE: 1,500 SF BENCHMARK: Nz WAREHOUSE: 242400 SF Control Benchmark: Tropical Storm Allison Recovery - SYMBOL NAME TYPE SIZE QUANTITY ITA HOLLY TREE 2" CALIPER 4 MIN. . . W . GRASS 560 S.F. . W 1 W W Project Benchmark System Reference Monument 020285 0 W Elevation 23.74 feet, NAVD 88, 2001 adjustment. Lq 3 i ( W TBM, NOTIFICATION: o I z Site Benchmark A: Square cut on the edge of concrete a. THE PARTY REQUESTING SUCH CROSSING SHALL USE ITS I - located north of the H.L.&P. Tower shown hereon, BEST EFFORTS TO PROVIDE HPL WITH ITS FINALIZED PLAN AND elevation 30.36 feet, 2001 adj. PROFILE DRAWINGS AT LEAST THIRTY DAYS (30) PRIOR TO ANY o I 60 30 0 60 EXISTING WAREH USE J Z � Z z a I a l I l "' UN o 0 I Z I Z Z^ 0 W =W5� I W WUjUj 228 I N,p E]N OD i•' WN OZ I OD O F'. W U z c_i I C6 I to I� ;.; c I b 9 I I I z ? DOWN RAMP ITH/C H/C I40 PANEL I I ( a, — L — — (VL-- VL L— VL— VL I ( �� 8' W.L. I I I 2'I W.L. UJ I I� I IJ I is I I Ia a N m b Im o) I W �i Iz Cs I b Z CD I N CD o :P JN z Cal jQ�LN ( I �ooZ W I o � I I I I I I d. I I „ CONCRETE PAVING -- ----'—- - - --------- ------ ------ ------ ---- _ — ------- ------------------------------- CONCRETE 8" WATER - - — — - I� `- __-------------------—.----------- -- -- + - 10'x5O' W L E 48" STM 48" STM STM SEW [ c [ c I c [ c o o t [ [ e[ [ r I 10s 'x5' rfROP nT•) EXISTING I 0W.L.E. PAVING 560S.F. PLANTER CONC WO4 TREES EXISTING PAVING g'(Typ,)�ROP 9 BOLLARDS PAVING 9( C ---c E--' �0x�24 J p LJ P 6 P oP O R P 1ROP CONC— [ • [ [ L C [ [ [ [ [ G [ [ [ L C = PAVING O M , p— — — — — — — — — — — — — — — — — — — ----- �' --�-------_ a9 Mz — — — — — — — — — — — ---_— — — —------- 193 50, H.C.D.R. L H.L&P. TOW.IN o y 0 1 H.L&P. TOW. 30' NG PIPELINE ESMT. 20' PIPELIN ENERGY TRANSFER CO.)- ----- }j: C.,S.F— NO. 2012006305— _ C C L C C L C C [ C L [ L L [ [ [ [ L [ [ L [ L [ [ C L t L C [ c_ 13 'TRAILER PA KING 158' CAR PARKING 32' 113' CAR PARKING L L [ [ L t L L L POLEO OPo� �� L-t�e 06"E 1989. I Z Z 1 --I"— — L— 5 8 C.I.R. P n 14 9°39 06 1747.40 ROAD BED IRON ROD SET/FIND POWER POLE GUY ANCHOR © MANHOLE AREA INLET ® CLEANOUT GATE VALVE & BOX 0 FIRE HYDRANT ❑ WATER METER M TELEPHONE PEDESTAL CABLE EQUIPMENT Qo LIGHT STANDARD d} LIGHT a TRAFFIC SIGN TREE e PIPE BOLLARD CURB LINE EDGE ASPHALT T—r CURB INLET O AREA INLET T7777- EDGE OF BUILDING TOTAL AREA:125,000 SF OFFICE: 8,345 SF WAREHOUSE: 69,355 SF FABRICATION : 47,300 SF ROAD BED CALL 19.566 ACRES HOUSTON LIGHTING AND POWER COMPANY — —� — ——H.C.C.F. No. D417662 — LEGEND WOOD FENCE — BARBED WIRE FENCE CHAIN LINK FENCE WROUGHT IRON FENCE—�— —m-- OVERHEAD ELECTRIC E E E E E TOP OF BANK RAIL ROAD TRACK B.L. BUILDING SETBACK LINE W.L. WATER LINE S.S.L. SANITARY SEWER LINE ES.F.R..L. EARLY SUPRESSION FAST RESPONSE SPRINKLER LINE VICINITY MAP KEY MAP 539K ZIP CODEt 77572 225 I 7os,s43 so. RELATED CONSTRUCTION OR MAINTENANCE ACTIVITY. THE BLDG. HEIGHT: 6.4' PIPELINE FACILITY SHALL INCLUDE, BUT IS NOT LIMITED TO, RIGHT-OF-WAY, FEE PROPERTIES, EASEMENTS, PIPELINES, METER AND REGULATOR BUILDINGS, AND VALVE SITES ("HPL PIPELINE FACILITY" OR "FACILITIES"). UNLESS OTHERWISE AGREED TO BY HPL IN WRITING, NO EQUIPMENT SHALL ENTER ONTO HPL'S PIPELINE FACILITY UNLESS A HPL REPRESENTATIVE TRACT V IS ON LOCATION. 35.469 ACRES 1,545,034 S . FT. b. NO EXCAVATION SHALL OCCUR IN THE VINCINITY OF HPL'S RESERVE 1 PIPELINE FACILITY UNTIL: 1. IN ACCORDANCE WITH STATE APPROVED NOTIFICATION CENTERS, HPL SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION OR MAINTENANCE ACTIVITY. HPL CURRENTLY UTILIZES THE TEXAS EXCAVATION SAFETY SYSTEM (TESS) AS ITE NITIFICATION CENTER. YOU MUST CONTACT THE TESS NOTIFICATION CENTER AT 811 OR 1-800-344-8377, IN ADDITION TO CONTACTING HPL'S FIELD REPRESENTATIVE JUSTIN PONDER AT (409) 659-2138, BEFORE COMMENCING ANY CROSSING AT OR NEAR HPL'S PIPELINE FACILITY; AND 2. UNLESS OTHERWISE AGREED TO BY HPL IN WRITING, A HPL INSPECTOR IS ON SITE TO MONOTOR THE EXCAVATION ACTIVITIES. Lev " Cr THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES OF THE CITY OF LA PORTE. by: DIRECTOR, LA PORTE PLANNING AND DEVELOPMENT Attest: �d/C •LA PORTE CITY PLANNER NOTE: STORAGE OF SHIPPING CONTAINERS OUTSIDE, OFF CHASSIS, IS NOT ALLOWED. Na^� .,rgfN SMl o 47� THIS IS TO CERTIFY THAT THE CITY OF LA PORTE HAS APPROVED SITE PLAN AND DEVELOPMENT OF UNDERWOOD BUSINESS PARK AT 359 PIKE COURT IN CONFORMANCE WITH SITE DATA TABLE DEVELOPMENT NAME: UNDERWOOD BUSINESS PARK DEVELOPMENT TYPE: COMMERCIAL - WAREHOUSE ZONING: PLANNED UNIT DEVELOPMENT NAME OF OWNER: GRANITE UNDERWOOD DISTRIBUTION CENTER LP NAME OF DEVELOPMENT: UNDERWOOD BUSINESS PARK ADDRESS: 359 PIKE COURT, LA PORTE, TX 77572 HCAD NUMBER: 129-636-000-0010 M1111014,1krel TYPE TOTAL AREA (s f) PARKING REQEURED PARKING REQUURED OFFICE 18,245 2.5/1000s.f. 46 WAREHOUSE 644,545 1 /5000s.f. 129 MANUFACTURE 47,300 1/1500s.f. 1 32 TOTAL PARKING REQUIRED 207 W/3 HC P.S. EXISTING P.S. 207 W/8 HC P.Se PROPOSED P.S. 34 TOTAL PARKING PROVIDED 241 W/B HC P.S. PEI SUITE 400 PGS TOTAL AREA: 241,190 SF .OFFICE:1,500 SF WAREHOUSE: 239,690 SF 900mmmmon NkIA ral TOTAL AREA:100,000 SF OFFICE: 6,900 SF WAREHOUSE: 93,100 SF 1, BO WU, AM A REGISTERED UNDER THE LAW OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE AND CORRECT AS TO PROPOSED SITE PLAN. BO WU, P.E. TEXAS REGISTRATION NO. 84859 RAMP 5 8 C.I.R. — — — B & P ENGINEERING, INC. (TBPE F-6225) 10333 HARWIN DRIVE, SUITE 375H, HOUSTON, TX 77036 TELL (713) 859-39821 FAX1 (281) 778-7281 SITE PLAN FOR UNDERWOOD BUSINESS PARK 0F T ��� 359 PIKE CT., LA PORTE, HARRIS CO., TX PEE........ Fd- 1 ......................... BO WU � „ " BEING 35.469 ACRES OF LAND OUT OF RESERVE GZ � ` 84859 ; . REPLAT OF UNDERWOOD BUSINESS PARK RECORDED UNDER FILM CODE NO. 608243, H. C.M.R. �o: i (r)',\\\o IN THE ENOCH BRINSON SURVEY A-5 A===' -I HARRIS OUNTY, TEXAS 8 _23-201-7 DATE. • 4-17-2016 1 SCALE. 1 "=60' JOB NO.: 1602 SHEET NO.: 1 OF 3 DRAWING NO.: C1 h. CONCRETE I I ► .J I I O � (I ► a J ► tr I ► Z I I L„ U Zr I ► o� t n ::• 0:¢N❑ V) =I N 0 0 Go O I ► }� LLI Z � I ai = 10 W 0 >•: c I ► 5 i90' RAIL ACCESS' ESMT. � '} ► RESERVED 10.640 ACRES ► t GRANITE UNDERWOOD DISTRIBUTION CENTER LP I t `Yr II H.C.C.F. No. 20070671170 - 40' B.L. ' i fti. ► o ;; I, - N89.39'06"E 1747.40' IETAL POST W/METER �12" W.L. 918.46 ' I I I I I ' I I ' wl-wi-W1.-Wi-WL-WL VfL-WL-wt ��wt-wL-wt-wi.-ft-wL-wL-WL-xL-WL-x1.-wl.- wt "'',Pr STATION CONCRETE 40' RAIL ACCESS, DSCAPING 6" E.S.F.R. LINE - INGRESS/EGRESS & UTILITY ESMT. LAN sly o _ \� GN :RAMP I E STATION . .RAMP • / 0� H/C SWR. ESMT. INGRESS/EGRESS AND LITIL ESMT. (SEE NOTE 5) a It RAM 5 48" STM 1-'e �- _-- ----------+29.8. t 1.... C ► Tp,It � RO'1 '�17-zzzr� PROP 51'-12" STM HOPE) ®0_307 % ai--.36•i+ 0 o PR('60' 12" STM(HDPIP® 0. +29.4 + 3 +2e.: 2 TP=29.9 20_PIPELIN ENERGY TRANSFER CO.)_ - ` - _`- - - - - - ` - PROP 111 S- - I -�� TG=29.00 TP=30.0 STM(HOPE) ® 0., FL 12"=26.00 TG=29.50 FL 12"=25.8 IPOLED 29.6 29. 06"E 1989 771 --A - I- - - R. FL RESERVE E 11.433 ACRES GRANITE UNDERWOOD DISTRIBUTION CENTER LP H.C.C.F. No. 20070671170 40' B.L. No PARKING - - 10' CENTERPOINT ESMT. H.C.C.F. No. 20090168147� -�- E- 40' B.L. ► CONCRETE 40' RAIL ACCESS, INGRESS/EGRESS & UTILITY ESMT. NS'�M. SMT. 6" E.S.F.R. LINE - b l 1 l 1 l 1 CONCRETE TILT WALL WAREHOUSE 709,943 SQ. FT. BLDG. HEIGHT:38.4' TRACT V 35.469 ACRES 1,5459034 SQ. FP. RESERVE G1 &NSIINT NOTE 1. ALL PAVEMENT ARE 8" CONCRETE PAVING WITH 6" SUBGRADE. 2. FILL SURROUNDING AREA TO MAKE POSITIVE DRAIN. STM(HDPE) 0 0.22% -RPAMP N� CONCRETE PAVING f.+ - -SAW CUT TO EXPOSE 15' REBAR FOR TIE-IN - - - - 8" - - - - - - - - CONCRETE - WATER- 1O'x5O' W.L.E. 48" STM 48" STM STM SEW NB-PMRKI= --L_JELECTTRIC PANEL C.L&r - J Od It JB TG=29.50 � i 10'x50' W.L.E. I ( FL 12"=25.67 12" I I W CUT TO EXPOSE 15" REBAR FOR TIE-IN FL 15"=25.42 =26.00 _ -- ---_ _--- -- - - ----__ -__-- _--------------__--_-___ _-- ----------------------------_------------- .- - [ c [ [ [ [ [ [ [ [ [ c - c [ c c [ [ E c, E -�- � - E' E E E E -4 aI LJ 0 3 . y LJ ,y" 10'x55' W.L.E. e- IKkI I I 1IL11 [ c [ • [ c e [ [ [ e c [ [ [ 6za5+ , 8.7 [ e c [ c c c [ [ [ [ 4 -- TP=30.80 ---150_tLL&2_ESbi�------------------�V_ ----------------------------- r- - -------- _ TP=30.80---------- VOL. 1936, PG. 50, H.C.D.R. Tow C H.L.&P. TOW. - - - - - dCF�NoPE20N2006305�-/- -H-L&P. - - - . - - - - - - - - - - TP=`50.00 [ c [ c • [ c [ c --------------------s--- `---z--- TP=30.00 5.3' COVER TOP OF PIPE=23.63' NG ELEV.-2B.93' -__ 6.3' COVER TOP OF PIPE-27r.08- NG ELEV. 28.38 2a.6 OPoLE +2a.a-• ` ` rPo 40' B.L. ROAD BED CALL 19.566 ACRES -HOUSTON LIGHTING AND POWER COMPANY --H.C.C.F. No. D417662 - FLOODPLAIN NOTE LEGEND By graphic plotting only, the subject property O IRON ROD SET/FIND WOOD FENCE lies within Zone "X", areas determined to be outside POWER POLE BARBED WIRE FENCE _ the 0.2% annual chance floodplain, as defined by the Federal E- GUY ANCHOR CHAIN LINK FENCE Emergency Management Agency flood insurance rate Q ® MANHOLE AREA INLET WROUGHT IRON FENCE OVERHEAD ELECTRIC E E E E E map number 48201CO930M (community number 485487) ® CLEANOUT TOP OF BANK dated January 6, 2017. IJ GATE VALVE & BOX RAIL ROAD TRACK Storm Sewer Calculation with 3 Year Frequency(b=77.27, d=17.1, e=0.8075) From To DfO1^0ge Total Drainage Runoff Sum of Time of Concen. Intensity Total of Reach Drotnoge Slope Manning' Design Design Actual ydroulic Change Elev. of Hydraulic Elev. of Hydraulic Top/Tog Top/Tog MH/ MH/ �8O Area Coefficient CA To I (In/Hr) Flow$ Length or Rlea (g) .^. Capacity Velocity Velocity radiant in Head Gradient US Gradient DS US DS (acres) C Q (cfs) (Feet) (Inch) Qc (cfs) (ft/5) (ft/5) (%) (ft) (ft) 00 INLET INLET acres Minutes ft (ft) 1 2 0.19 0.19 0.85 0.16 22.5 3.96 0.63 60 12 0.30 0.011 2.36 3.0 0.82 0.02 0.01 26.97 26.96 29.0 29.5 2 3 0.19 0.38 0.85 0.32 23,4 3.89 1.24 57 12 0.30 0.011 2.36 3.0 1.60 0.09 0.05 26.96 26.91 28.5 29.8 4 3 0.25 0.25 0.85 0.21 22.8 3.94 0.83 111 12 0.30 0.011 2.36 3.0 1.06 0.04 0.04 26.95 26.91 29.5 29.8 3 5 0 0.63 0.85 0.54 24.2 3.83 2.07 80 15 0.22 0.011 3.65 3.0 1.67 0.07 0.06 26.91 26.85 29.8 29.4 FIRE HYDRANT BENCHMARK: ❑ WATER METER M TELEPHONE PEDESTAL B.L. W.L. BUILDING SETBACK LINE WATER LINE Control Benchmark: Tropical Storm Allison Recovery CABLE EQUIPMENT S.S.L. SANITARY SEWER LINE Project Benchmark System Reference Monument 020285 Storm Sewer Calculation with 100 Year Frequency(b=125.4, d=21.8, e=0.7500) Qo LIGHT STANDARD E S F R L EARLY SUPRESSION FAST RESPONSE Elevation 2374 feet NAVD 88 2001 ad'ustment # LIGHT SPRINKLER LINE , n TREE SIGN ® PIPE BOLLARD Site Benchmark A: Square cut on the edge of concrete CURB LINE located north of the H.L.&P. Tower shown hereon, EDGE ASPHALT ,-r CURB INLET elevation 30.36 feet, 2001 adj. O AREA INLET �l EDGE OF BUILDING From To Drainage Total Drainage Runoff Sum of Tima of Concen. Intensity Total of Reach Drainage Slope Manning' Deeiyn Actual Change Elev. of Hydr°ulle Elev. of Hydraulic Top/Tog Top/Toq MH/ MH/ Area Area Coefficien CA To I (In Hr / ) Flows Length or Rise (x) "n" Capacity Capacity Velocity Veloci radiant radlene in Head Gradient US Gradient DS US DS (°tree) C Q (ef,) (Feat) (Inch) Qe (cfs) (ft/s) (ft/s) (R) (ft) (ft) (ft) INLET• INLET acres Minutes ft ft 1 2 0.19 0.19 0.85 0.16 22.5 7.3 1.17 60 12 0.30 0.011 2.36 3.0 1.50 0.08 0.05 27.25 27.20 29.0 29.5 2 3 0.19 0.38 0.85 0.32 23.4 7.2 2.30 51 12 0.30 0.011 2.35 3.0 2.96 0.30 0.15 27.20 27.05 29.5 29.8 4 3 0.25 0.25 0.B5 0.21 22.8 7.3 1.53 111 12 0.30 0.011 2.36 3.0 1.96 0.13 0.15 27.20 27.05 29.5 29.8 3 5 0 0.63 0.85 0.54 24.2 7.1 3.83 80 15 0.22 0.011 3.65 3.0 3.10 0.25 0.20 27.05 26.85 29.8 29.4 ROAD BED 5 8 C.I.R. [�. B & P ENGINEERING, INC. (TBPE F-6225) 10333 HARWIN DRIVE, SUITE 375H, HOUSTON, TX 77036 TEL: (713) 859-3982; FAX; (281) 778-7281 GRADING AND DRAINAGE PLAN FOR UNDERWOOD BUSINESS PARK 359 PIKE CT., LA PORTE, HARRIS CO., TX ..• ..:............I..... *..� BO WU „ „ BEING 35.469 ACRES OF LAND OUT OF RESERVE GI ... .0 ' 848................... 9 0,: �� j �a '•. PFG ; i REPEAT OF UNDERWOOD BUSINESS PARK RECORDED UNDER FILM CODE N0. 608243, H. C. M. R. �4 �,,,`\ AL =� IN THEENOCH HARRI5 BOUNTY, TEXAS SURVEYRINSON A-5 DATE. 4-17-2016 1 SCALE. 1"=60' JOB NO.: 1602 8-23-2017 SHEET NO.: 2 OF 3 DRAWING NO.: C2 GENERAL NOTES 1. ALL CONSTRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH CITY OF HOUSTON "STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER WATER COLLECTION SYSTEM, 'WATER LINES, STORM DRAINAGE AND STREET PAVING" AND ALL APPLICABLE AMENDMENTS AND REVISION THERETO AND BE SUBJECT TO INSPECTION BY CITY OF HOUSTON, HARRIS COUNTY, OR THE ENGINEER OR HIS DESIGNEE. 2. ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE NOT GUARANTEED TO BE COMPLETED OR DEFINITE AND HAVE NOT BEEN FIELD VERIFIED, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE. CONTRACTOR HAS SOLE RESPONSIBILITY FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES AND SHALL UNCOVER AND VERIFY EXISTING ELEVATIONS OF SAME AT ALL PROPOSED CROSSINGS AND PROPOSED CONNECTIONS BEFORE COMMENCING WORK. COST SHALL BE INCLUDED IN BID ITEM PRICE. ALL CONFLICTS SHALL BE REPORTED TO THE ENGINEERIMMEDIATELY. 3. VERYFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING WORK. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 4. CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND UTILITY LINES AND SHALL REQUEST THE EXACT LOCATION OF THESE FACILITIES BY CALLING THE UTILITY COORDINATING COMMITTEE AT (713)223-4567 OR TOLL FREE 1-800-245-4545, AT LEAST 48'-=HOURS BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO REQUEST THE LOCATION AND PRESERVATION OF THESE UNDERGROUND FACILITIES. 5. CONTRACTOR SHALL COMPLY WITH "OSHA" REGULATIONS AND STATE OF TEXAS LAW CONCERNING TRENCHING AND SHORING. 6. CONTRACTOR SHALL PROVIDE A TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM. THE REQUIREMENTS OF "OSHA" SAFETY AND HEALTH REGULATIONS, PART 1926, SUBPART P AS PUBLISHED IN THE FEDERAL REGISTER, VOLUME 54 , NO. 209, DATED OCTOBER'31, 1989. 7. TEXAS LAW ARTICLE 1436C, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR EQUIPMENT MAY COME WITHIN 6 FEET OF ENERGIZED OVERHEAD POWER LINES, AND FEDERAL REGULATIONS, TITLE 29, PART 1910.190(1) AND PART 1926.440(D)(15) REQUIRE A MINIMUM CLEARANCE OF 10 FEET FROM THESE FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL AND CIVIL LIABILITIES, WITH CONTRACTOR BEING LEGALLY RESPONSIBLE FOR THE SAFETY OF WORKERS UNDER THESE LAWS. IF CONTRACTOR MUST WORK NEAR OVERHEAD POWER LINES, HE MUST CALL (713)228-7400 FOR THE LINES TO BE DE -ENERGIZED AND OR MOVED AT HIS EXPENSE. 8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO WATER LINES, WASTEWATER COLLECTION SYSTEMS AND STORM SEWERS, DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CITY OF HOUSTON, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING "STANDARD CONSTRUCTION SPECIFICATIONS" WITH LATEST ADDENDA AND AMENDMENTS THERETO, WITH NO COST TO THE OWNER. 9. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB, SHALL BE AS GOOD AS OR BETTER THAN THE CONDITION PRIOR TO STARTING WORK. 10. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. 11. INLETS SHALL BE CONSTRUCTED AT END OF CURB RETURNS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 12. SANITARY SEWER MATERIALS, CONSTRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION -RULES AND REGULATIONS. 13. ALL SANITARY SEWERS SHALL BE CONSTRUCTED OF SDR 26 POLYVINYL- CHLORIDE (P;V.C.) MEETING ASTM-D3034 WITH RUBBER GASKETED JOINTS, EXCEPT WHERE PRESSURE RATED PIPE IS REQUIRED TO MEET THE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION CRITERIA FOR SANITARY SEWER IN PROXIMITY TO WATERLINES. 14. SANITARY SEWERS SHALL BE CONSTRUCTED IN COMPLIANCE WITH LATEST CITY SPECIFICATIONS FOR SEWER CONSTRUCTION, AND TESTED AS SPECIFIED IN THE CITY TEST PROCEDURE FOR EITHER LIQUID OR AIR, INCLUDING ALL AMENDMENTS AND REVISIONS THERETO. 15. FOR PVC PIPE, USE MANHOLE WATER STOP GASKET AND CLAMP ASSEMBLY AT MANHOLE CONNECTIONS. 16. WATER MAIN MATERIALS, CONSTRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION -RULES AND REGULATIONS, EXCEPT AS AMENDED BY HARRIS COUNTY MUNICIPAL UTILITY DISTRICT NO 165 STANDARDS. 17. SAND BEDDING IS REQUIRED AROUND THE PIPE WITH A MINIMUM COMPACTED DEPTH OF SIX -INCHES (6") ABOVE AND BELOW THE PIPE ACROSS THE WIDTH OF THE TRENCH. EXCAVATED SOIL MAY BE USED FOR BACKFILL ABOVE THE SAND BACKFILL. 18. FOR WATER MAINS UNDER PAVEMENT, PLACE AND COMPACT, TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO STANDARD METHOD T-99, SAND TO WITHIN ONE -FOOT (1') OF PAVEMENT SUBGRADE. 19. FOR THE CONSTRUCTION OF WATER MAINS, SEPARATION DISTANCES WITH SANITARY II SEWERS SHALL DETERMINE THE PROPOSED CONSTRUCTION METHODS AS GOVERNED BY THE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION,WATER UTILITIES DIVISION "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS", LATEST REVISION. 20. FOR WATERLINE, PVC PIPE AND RUBBER GASKETED FITTINGS SHALL CONFORM TO APPLICABLE PROVISIONS OF AWWA C-900 AND ASTM C-111. 21. ALL WATERLINE CONDITION AND TESTING ARE TO BE ACCOMPLISHED IN ACCORDANCE WITH THE LATEST, EDITION OF CITY OF HOUSTON SPECIFICATION WITH APPLICABLE AMENDMENT. 22. CONTRACTOR SHALL PROVIDE ADEQUATE CONCRETE THRUST BLOCKING TO WITHSTAND TEST PRESSURE AS SPECIFIED IN CITY OF HOUSTON, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING SPECIFICATIONS. 23. PRIOR TO WATER MAIN ADJUSTMENTS, THE INSTALLATION OF WATER METERS AND LEADS OR UNMETERED SPRINKER LINE, THE CONTRACTOR SHALL CONTACT CITY FOR DETAILS OF PERMITS AND BONDS. 24. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. SEE TABLE 1 8" CONCRETE PAVEMENT i a > -4 �� "1 6" (MIN) STABILIZED SUBGRADE NOTES: 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM DESIGNATION A615, GRADE 60. 2. THICKNESS OF PAVEMENT AND SUBGRADE SHALL REFER TO GEOTECHNICAL REPORT. 3. MAXIMUM EXPANSION JOINT SPACING IS 80'; MAXIMUM CONSTRUCTION JOINT SPACING IS 20'. TABLE 1 REINFORCING STEEL INFORMATION FOR VARIOUS PAVEMENT THICKNESSES (D) WITH: fc' = 3,000 PSI AND fy = 60,000 PSI PAVEMENT THICKNE REBAR SIZE MIN LENGTH OF D (IN)SS AND SPACING LAP (IN) 5 A)l 4 0 18 IN 22 6 A) # 4 0 18 1N 22 7 A 4 0 17 IN 22 8 A) # 4 0 15 IN 22 B) # 5 0 23 1N 27 9 A) # 4 0 13 1N 22 B)#50201N 27 10 A) # 4 ® 12 IN 22 B) # 5 0 18 IN 27 11 A)#4® 10 IN 22 B)#50161N 27 12 A) # 4 ® 10 IN 22 B 4 ® 15 IN 27 TYPICAL SECTION FOR CONCRETE PAVEMENT TRAFFIC NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD-LATEST EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. NO LANES SHALL BE BLOCKED FROM 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:30 PM MONDAY THRU FRIDAY. 3. OFF DUTY POLICE OFFICERS/FLAGGERS ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 4. CONTRACTOR SHALL COVER THE OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY, DURING NON -WORKING HOURS AND ALLOW NORMAL TRAFFIC FLOW. IF COVERING IS NOT FEASIBLE USE TRANTEX FIR 336 EFX 36" DELINEATOR OR APPROVED EQUAL WITH SHEETING AND BASE EPDXIED TO PAVEMENT NEXT TO EXCAVATION DURING NON -WORKING HOURS. 5. APPROVED COPIES OF 'TRAFFIC CONTROL PLANS" SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. 6. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF 'TRAFFIC CONTROL PLANS" DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS, (S)HE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT ALTERNATE PLANS* TO TRAFFIC SECTION OF HCPID FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. * THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLARS AND SEALED BY A LICENSED ENGINEER IN THE STATE OF TEXAS. PLANS WILL BECOME A PART OF THE CONTRACT DRAWINGS, 7. IF THE PROJECT IS WITHIN 400 FEET FROM A SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL CONTACT HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT, SIGNAL DIVISION, AT 713-881-3210 FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 1. WATER LINES, WASTEWATER COLLECTION SYSTEMS, AND STORM DRAINAGE SYSTEM SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF HOUTON'S DEPARTMENT OF PUBLIC WORKS AND ENGINEERING "DESIGN MANUAL, STANDARD CONSTRUCTION SPECIFICATIONS, AND DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING" DATED (NOVEMBER 11, 2008). 2. REINFORCED CONCRETE (C-76, CLASS 111) STORM SEWER SHALL BE INSTALLED, BEDDED, AND BACKFILLED IN ACCORDANCE WITH THE CITY OF HOUSTON DRAWING NOS. 02317-02, 02317-03, 02317-05, 02317-06, AND 02317-07 AS APPLICABLE. 3. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE RCP, MINIMUM TWENTY (20) FOOT WIDE EASEMENTS SHALL BE PROVIDED. 4. AN ALTERNATIVE TO CEMENT STABILIZED SAND MAY BE USED AS BACKFILL FOR PIPES FIFTY-FOUR (54) INCH AND LARGER, FROM 1-FOOT ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIALS, PROVIDED THE BACKFILL MATERIAL IS PLACED IN EIGHT (8) INCH LIFTS AND MECHANICALLY COMPACTED TO NINETY-FIVE (95) % STANDARD PROCTOR DENSITY. TESTS SHALL BE TAKEN AT ON HUNDREA (100) FOOT INTERVALS ON EACH LIFT. BEDDING AND BACKFILL TO ONE (1) FOOT ABOVETHE TOP OF THE PIPE SHALL BE CEMENT STABILIZED SAND. 5. ALL PROPOSED PIPE STUB -OUTS FROM MANHOLES OR INLETS ARE TO BE PLUGED WITH EIGHT (8) INCH BRICK WALL UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR SHALL NOTIFY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT - ARCHITECTURE AND ENGINEERING DIVISION - PERMIT OFFICE TWENTY-FOUR (24) HOURS IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION AT (713) 316-3562 AND WRITTEN NOTIFICATION FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION AT 10555 NORTHWEST FREEWAY, SUITE 120, HOUSTON, TX 77092. 7. PAVING SHALL BE IN ACCORDANCE WITH THE "REGULATION OF HARRIS COUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE OF INFRASTRUCTURE" AND/OR AMENDMENTS OF THE SAME. 8' GUIDELINES SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" SHALL BE OBSERVED. 9. OWNER OR OWNER'S AGENT TO OBTAIN ALL PERMITS REQUIRED BY "REGULATION OF HARRIS COUNTY, TEXAS PFOR FLOOD PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. 10. OWNER OR OWNER'S AGENT TO OBTAIN ALL NOTIFICATIONS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITHIN HARRIS COUNTY AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. INN PLAN CAST IRON GRATE AND FRAME SEE LOH STANDM DETAIL - MORTAR (Tw) I 1 � MDRrAR .•I v' I ' 9 • • ' O s - SECTION I„ DOWELS TO D[ N* K IT SOLIS AT EACH SIDE j 5012 E W MIN CITY OF HOUSTON DEPARTMENT OF PJBLIC WORKS AND ENGINEERING ENONEc' R% C SI7UCDON MID 4EAI. ESTAME OMSMI STORM SEWER TYPE "A" CRATE INLET (NOT TO SCALE) WORKS ANO ENGINEERING .FF DATE: DD--D--2002 1 DN0: C2 WG 632-01 14019E PLAN VIEW SECTION JUNCTION BOX DETAIL SYMMETRICAL ABOUT HALF SECTION HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND PAVEMEN I ATURAL GROUND SUBGRADE 1 �� �� / BACKFILL PER . COH STANDARD 12" MIN SPECIFICATIONS SEE NOTE 5 6„ NOTES: 1. WHERE SOIL CONDITIONS REQUIRE, THE ENGINEER MAY ORDER USE OF GRANULAR MATERIAL IN LIEU OF CEMENT STABILIZED SAND BEDDING. 2" MIN : t2" Nfl 2, WHERE WET SAND IS ENCOUNTERED, REINFORCED CONCRETE PIPE SEWERS SHALL BE CONSTRUCTED USING APPROVED SPECIAL DESIGN AS SPRING LINE SHOWN ON DRAWINGS. p 3. MIN TRENCH WIDTH SHALL BE PIPE OD PLUS AN ALLOWANCE "A" FOR THE NOMINAL PIPE SIZE: NOMINAL PIPE SIZE "A= LESS THAN 18" 18" EMBEDMENT PER I COH STANDARD 4. MAX TRENCH WIDTH SHALL NOT BE SPECIFICATIONS PLUS NCHES,IUN 24 ESSCOT OTHERWISE " :. 6" MIN NOTED. •. 5. SELECT BACKFILL FOR RIGID PAVEMENT- NAMARA FLEXIBLE FLEXIBLE BASE MATERIAL FOR ASPHALT PAVEMENT. TRENCH WIDTH F SEE NOTES 3 & 4 STORM SEWER BEDDING AND BACKFILL FOR LESS THAN 24" DIAMETER RCP (NOT TO SCALE) : PjE OF Tft /..........LBO WU.........../ AD '1%C1STf, G�?�0 _� 8 -23 -20i 7 GRADE G NC -ES: 1. OCTML TO BE USED WHERE STORM SEWER SIZE IS 24- DLA OR LESS. 2. FOP. SEWERS GREATER. 2e IRA JSE TYPE "C 'MANHOLE. ,VOTES TO SPECIFIER: Y. TO BE BE 6- CO.NCRBTE (VA I (WALLS TO BE 8" TIDCd IF CONSTP.UGTBB OF BRICK). P. N07 TO BE USED .TN STREBT. FOR "SA BBTIFEEN I CURB Im PP.OPERTY LLME any. �V II ............ 11 .Loma...■■{{I uo■vatii{ou ■utvt n,a■■m .: *tit■■■■■tii■■■■, aiaiiii avtau�._iun ■■■■■ao�{i ■■■ava IC'HOR' CENiEHED EACH SIDE Iw PLAN VIEW FRAME LIC FRAME DETAIL BDLr SECTION CITY OF HOUSTON DEPARTMENT OF PUBLIC WORKS ANO ENGINEERING ENONEEIONO. CON-aMUM" AND RCAL'=AM DIVISION -STORM SEWER JUNCTION BOX WITH LID OR GRATE TOP FOR A MAXIMUM OF 24" D'AMETER STORM SEWER EFF DATE: OCT-C1-2UC21 DWG NO: