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8TH ST SIDEWALK PROJECT_UNKNOWN
■ .. . 1 I Y I .. I ,. .Y II YYI ,I I II iY , 1 lY II I ,I YII Y . I ,I tIII 1 1, *, " 1 , I I M VICINITY MAP Not to Scale KEY MAP: 580A ■V ,a , I. I ,I I„ I I r I .Ili i I I I e. IIIIIIIIIIIIIIIIIIIItbKUAKri ZU10 SHEET MAYOR Louis R. Rigby COUNCIL Danny Earp Chuck Engelken John P. Zemanek Daryl Leonard Dottie Kaminski Jay Martin Tommy Moser Mike Clausen CITY MANAGER Corby Alexander 2015-45000001 SHEET 1 OF 4 LEGEND g EDGE OF ROAD + PROPERTY LINE EDGE OF D1 E H C_)GL_ 01 DAALK o G 1-1 _T- P 0 1 F + PROP ( TYP 12) ADA RAMP N SEE DETA L SHEET 6 S. 8TH ST. A 50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 A STRIP FOR CROSSWALK PROP (TYP 7) ADA RAMPS SEE DETAIL SHE'_T 6 TRAFF�C NOTE-0 THE ROAD SHALL REMAIN OPEN TO W Z PROP (TYP 7) ADA EX ST N G LIGHT RAMPS POLE SEE DETAIL SHEET 6 -00 6+50 9+00 9+50 10+00 10+50 11+00 11+50 ® _:Km=r=7 GENERAL NOTES SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL RESTORE EXISTING FACILITIES (I.E. PROPERTY) E EQUAL TO OR BETTER THAN EXISTING _ SITE CONDITIONS PRIOR TO CONSTRUCTION. ALL FINISHING GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED ELEVATIONS. W E- n LO THE CONTRACTOR SHALL NOT UNLOAD 0:� � ANY TRACK -TYPE CONSTRUCTION 0 ~ r a_zx MACHINERY ON ANY EXISTING Q 0 �-- PAVEMENT OR CROSS OVER ANY -' � Lj 0 EXISTING PAVEMENT OR CURB. DURING o ANY PROJECT. 0 A L THE CITY OF LA PORTE REQUIRES 48 d- Q Q HOURS NOTICE PRIOR TO o C COMMENCING WORK IN THE CITY'S 12+00 2+50 R.O.W.281470-9650 �__.���•.,, +P�E OF T eXs`,ll CONTRACTOR SHALL NOTIFY CITY OF �* LA PORTE PUBLIC IMPROVEMENTS �...:...................... � BOB SAMUEL ENG COORDINATOR AT 281-470-5058 TO 7519400 ',,ll o,�'�FISTE��:�'�`�rr Q HAVE AN INSPECTION. 48 HOURS PRIOR TO CONSTRUCTION, The seal appearing on this document was CONTRACTOR SHALL NOTIFY THE authorized by PROP (TYP 7) ADA PROP TYP 7 AD A> TEXAS ONE CALL DIAL 1184 1 BOBS 5194,KAHEl on ENc ��AMHS SEE DETAIL SHEET 6 ALL EXCESS EXCAVATED MATERIAL SEE DETAIL SHEET 6 SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE RLAOVED FROM THE SITE, AND DISPOSED OF IN A LEGAL MANNER. FOR H ARR S COUNTY NOTES SEE SHEET 5 FW--ni ry o�-� �zx 0 Q -w Q Q F- J O LL n }- n W U d- QII (f) 15 o J 1 5 --4 -1 QO R 0 W 4-I/2 (6" MIN " (MIN) CONC. SIDEWALK ® DRIVEWAYS) MAX 4:1 '7 SLOPE I` MATCH EXISTING nAz)D GRADE EDGE OF --...I1�--3"� ROAD CROWN OF J 1-6 PROP 2" COMPACTED SAND ROAD TOP OF (TYP.) BANK (TYP) BEDDING CENTER .INE TOP OF BANK OF DITCH 3- #3 MIN. LAP LENGTH . 16" (6%6-W2.9.W2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU OF REINFORCED STEEL) S__ECTION A -A JOB NO.: 15-4501 1 15' DWN: AJN 1 - 5'-4'-1 4-1/2 (MIN) CONIC. SIDEWALK CK'D: BE R 0 W (6" MIN 0 DRIVEWAYS) MAX 4:1 '1 SLOPE 1` MATCH EXISTING �MAx; GRADE APP'D: BE EDGE OF ROAD CROWN OF - SCALE: 1 "_ 80' �1�-3�� -J 1-6�� PROP 2" COMPACTED SAND ROAD TOP OF (TYP.) BANK (TYP.) DECO" DATE: 2/10/15 CENTER LINE TOP OF BANK OF DITCH 3- #3 MIN. LAP LENGTH = 16" (6X6-W2.9, W2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU OF REINFORCED SHEET: • -TC STEEL) ION B--.0 2/4 N.T.S I I i 1 PAVING 2 RESIDENTIAL / SUBDIVISION DRAINAG COMMERCIAL / OTHER SITE DRAINAGE WATER AND WASTEWATER DESCRIPTION OF PROPERTY STORM WATER QUALITY TYPE OF SERVICE PROPOSED 1. DESIGN THICKNESS of PAVING I. DRAINAGE SYSTEM TYPE EAGE: \A. II. ABILIZED SUBGRADE TO A DEPTH OF I. ROPOSED DRAINAGE AREA ❑ MUNICIPALITY: III. D IGN STRENGTH OF CONCRETE i STORM SEWER NEW DEVELOPMENT AREA: MUNICIPAL UTILITY DISTRICT: IV. TYP AND PLACEMENT OF STEEL: ROADSIDE DITCH ❑ E-DEVELOPMENT AREA (AMOUNT INCREASED OTHER DISTRICT: — I ERVIOUS AREA): B. ❑ s DIVISION: DRIVEWAYS j II. DESI METHOD USED I. DETEN N VOLUME ❑ P VATE WATER AND WASTEWATER SYSTEM I. NUMBER DRIVEWAY APPROACHES PROPOSED- * ❑ .55 ❑ PRI TE WATER SYSTEM AND INDIVIDUAL SSF ❑ SURV & ABSTRACT: IL _HARRIS CO TY STANDARD DRIVEWAY DETAIL APPEAR ❑ CITY 0 HOUSTON FREQUENCY AREA X__ 'ACRE FEET * ❑ ❑ INDIVI AL WATER WELL AND OSSF ON SHEET - ❑ OTHER NEW ------ ----- _--- .6 -- _ DETENTION REQUIRED � ❑ 1 0 ❑OTHER: - j FIRE PPARATUS ACCESS AD _ _ * ❑ THER: _ H.C. WASTE TER PERMIT/REQUES N0. C. ADJACENT ROADS: / III. DRAINAGE SYSTL OU/CH PROPOSED VOLUME = ACRE FEET ------ ❑ REQUIRED AND SHO ON SHEET(S) — ❑ TO DET`NTiON ❑ NOT REQUIRED DUET ❑ DETENTION POND III. OUTFALL II. PROOF OF CAPACI ' URBINGOUTFALL TO ❑ H.C. RO SIDE DITCH II. PLATTING ❑ TO HCFCD DRAINAN0. ❑ EXISTING c. STORMS ER A. SUBDIVISION PLAT ❑ TO HARRIS COUNTCH ❑ OTHER LETTER FROM DIST T UTHORIZING SERVICEI. ❑ PROPOSED PLATX ISLANDS AND MEDIANS REQUIR STANDAR 6" CURBING AND CONNECTION ❑RECORDED PLAT II. ❑ STANDARD 6" CURBING PRO OSED „ ROAD NAME: ROADSIDE DITCH OUTFALL: ALLOWABLE OUTFALL RATE: 0.0027 ___ LF Frontage = _-_— (CFS) ❑ TCEQ APPROVAL FO TER SYSTEM AND PLAT NAME: __ s ❑ 4 x 12 CURBING PROPOSE E EPT AT MEDIANS AND ISLANDS ❑STATIC W.S.E. ®.OUT LL IS ______ ________-_. PROPOSED OUTFALL RATE: PERMIT FOR WAS ATER SYSTEM. T NUMBER I TRAFFIC CON ERATIONS ❑ PROPOSED STORM EWER IS SUBMERG ❑ OSSF SUBDIVISI PLANNI REPORT ______ PLAT. RE IRED ❑ STORM SEWER OUTFACE I. MEDIAN CUTS IV STORM SEWE OUTFALL CAPACITY ALLOCATED TO RACT FRO D. A. MAP: ------- (CFS) PROP ED NO MEDIAN CUT OR RELOCAT N IS PR OSED CAPACITY LOCATED TO TRACT FROM D. A. AP: _____-- (CFS) FROM DRAINAGE AREA AP DATED: PREPARED BY: III. AMOUNT OF F OW BLIC ❑ MEDIAN MODIFICATIONS ARE HOWN ON EET FROM D AINAGE AREA MAP DATED: ACTUAL OUTFALL E: ____________ ____________ (CFS) ❑ IVPREP ED BY: RESIDE AL: LO OR UNITS /REER IC & PRIVATE II. LEFT RIGHT TURN NE ACT L OUTFALL RATE: ____�________ _____ (CFS) IV. UMPED DETENTIO FACILITIEs ❑ COMM CIAL: AVER E DAILY FLOWNE❑ NO LEFT /RIGHT TUR LANE IS PROPOSED VOLUME THAT AVITY FLOWS: _ ______ ACRE FEET ❑ OT❑ LEFT / RIGHT TURN NEIS SHOWN ON SHE VOLUME THA IS PUMPED: ___ _--____ ACRE FEET IONSV. AINAGE SYSTEM FLOW RATE ENTRANCE ELOCITY INTO ROADSIDE DITCH Y OF HOUSTONOR STO SEWER: NOTES: Y OFIII. TRAFFIC CONT L PLAN FLOW PRIOR TO DETENTION: CFS PUMP ECIFICATIONS AND OPERATING PLAN I. COMPLETE FOR ALL PROJECTS II. COMPLETE FOR ALL PROJECTS. , CITY OF HOUSTON i ❑ NO WORK IN T RIGHT OF WAY IS PROPOSED THAT FLOW AFTER DETENTION (IF REQUIRED): S APP ON SHEET Ill. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED ❑ ETJ, CITY OF ! i WOULD INTERF E WITH TRAFFIC FLOW ❑ NO ETJ ElTRAFFIC I CON OL SHOWN ON SHEET V. F W R STRICTOR SIZE V. HCAD ACCOUNT NOS. ALL j IV. TRAFFIC IGNAL ❑ NO TRAF C SIGNAL IS EXISTING / PROPOSED ❑ EXISTI TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOW ON SHEET i ❑ PRO OSED TRAFFIC SIGNAL (BY OTHERS) V. T AFFIC IMPACT ANALYSIS r ❑ 0 TRAFFIC IMPACT ANALYSIS IS REQUIRED TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE:_______ I _ i I i I FLOOD CC"TTROL DISTRICT CW-r7RIA i. DETENTION MMAR STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIN DRAINAG REA = —_ _'2ES MAX BASIN DRAIN TIME (100—YR EVE ~'� HOURS I j RAINFALL EVENT PROBABILITY PRE— ELOPED PEAK 'POST —DEVELOPED PEAK DETENTION BASIN "`rvs�XiMUM;WATER PEAK STORAG STORAGE RATE RUNG CFS RUNOFF CFS PEAK OUTFLOW CFS SURFACE ELEVATION VOLUME A AC —FT PER AC i 10% EXCEEDANCE (10—YEAR) I 1% EXCEEDANCE (100—YEAR) ! ADDITIONAL CRITERIA FOR PUMPED DETE ON BASINS: I VOLUME OF PUMPED 1% EXCEEDANCE STORAGE V ME _ _____AC —_AC —FT �� % OF TOTAL VOLUME MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD C NEL = —__ FT./SEC. DRAIN TIME FOR BASIN HOURS BAS ON HEAD CONDITIONS. STORMWATER INAGE DESIGN REPORT REPORT TITLE ---- — ---------------- ---- REPORT DATE --__ ENGINEERINGXTAINED DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISHCFCD PROJECT #STORMWATER DETENTION FOR THE PROPOSED WORSE PLANS IS PROVIDED BY OTHER PLANS: PLAN TITLE -------- - ---------------- ENGINEERING FIRM __—.--__--- _ DATE SIGNED BY HCFCD —__—HCFCD PROJECT # _--- II. HCFCD STANDARD NOTES: SEE SHEET OF THESE PLANS. ' III. HCFCD STANDARD DETAILS: SE HEET OF THESE PLANS. IV. REFER TO PLAN SHEETS FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND MPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NUMBERS, PE OF ESTATE (e.g., DRAINAGE EASEMENT, I FEE STRIP, ETC.) AND RANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) NOTES J I L COMPLETE LY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. II. COMP ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR I P POSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. I` III. PLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER I' RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. RU I rMLL PIPE SIZE. ESTRICTOR PIPE SIZE: FLOOD PLAIN STATUS %ERAL INFORMATION FIR PANEL(S) FOR PROPERTY: FIRM ANEL(S) DATE: STATU OF PROPERTY ON MAP ❑ E T!RELY LOCATED IN UNSHADED ZONE "X" ❑ LO TED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE ' DELI TE FLOODPLAIN BOUNDARY ON CONSTRUCTION D INGS (DRAT GE LAYOUT PG. N0._---) (BASE FLOOD LEV ____) ❑ LOCATE ENTIRELY IN ANY "A" ZONE OR SHADED ZO "X", (INDICAT ASE FLOOD LEVEL _______.-___) ❑ LOCATED 1^ THE 1�""'EAR FLOODPLAIN ❑ LOCATED IN YPRES.r' CREEK LOMR 08-06-236 P (INDICATE BAS FLOOD LEVEL________) ❑ SITE REMOVED OM FLOODPLAIN BY LOMA OR LOMR--F CA t -.NO.-- 0 OTHER ELEVATION INFORMATION BENCHMARK USED ❑ HARRIS COUNTY FLO PLAIN FERENCE MARK ElHARRIS-GALVESTON C STA SUBSIDENCE DISTRICT BENCHMARK (FOR COA AREAS) DESCRIPTION OF BENCHMARK I UDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 A ) 9. RK IN HCFCD RIGHT-OF-W I. PELOF WORK BE -PERFORMED I A ❑ OUTFALL ❑ UTILITY CROSSING ❑ ROADWAY BRIDGE / /ERT CROSSING ❑ FILL ACTIVITY ❑ REHABILITATI OF CHANNEL ❑ MAINTE CE ❑ T RARY CROSSING 4 THER II. PERMIT ❑ US ARMY CORPS ENGINEERS NATIONWIDE PERMIT NUMBER(S) __ ❑ US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS ❑ OTHER ❑ PROPERTY IES ENTIRELY ABOVE THE ASE FLOOD LEVEL ❑ NO PERMITS REQUIRED AND IN AD ZONE "X't EXPLAIN: ❑ PROPE LIES PARTIALLY OR ENTIRELY ELOW THE BASE FLOOD LEVEL 111. FLOODPLAIN ORAGE SUMMARY (APPLIES ONLY TO PO ON OF LAND LOCATED WITHIN FLOODPLAIN AS DELINEA BY FIRM PANEL). OLUME OF MATERIAL PROPOSED TO BE P ED WITHIN THE FIRM ATED FLOODPLAIN (FILL, BASE, CONCRETE, A HALT, ETC.): LOW ELEVATION (2001 ADJ.) CUBIC YARDS III. REFERENCE / BASIS OF DETERMINATION OLUME OF MATERIAL /FILL PROPOSED TO BE REMOV FROM THE FIRM ATED FLOODPLAIN: ❑ ENVIRONMENTAL CONSULTANT REPORT LOW ELEVATION (2001 ADJ.) CUBIC YARDS BY ----- REPORT TITLE EA IN FLOODPLAIN IS SHOWN ON SHEET REPORTDATE NOTES: ❑ OTHER --------------------- I. COMPLETE FOR ALL PROJECTS II. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100—YEAR FLOOD PLAIN IV. ❑LOMR REQUIRED ❑CLOMR REQUIRED NOTES. I. — IIL REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL. PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT VERIFIED BY: POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. FOR PROJECTS LOCATED IN ANY FLOODPLAIN Development constructed orplaced in accordance with thes a plans su'/1 comply allpriiiisions ofthe Regulation; of Ifarris County, Texasfar Floodl1am Management. No net fill is allowed in theJlood plain and no,fill is allowed in the floodway. FOUNDATION NOTES: (Applies to only buildings orbuilding additions requiring a class 11 perm&) All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or electrical equipment must be elevated in accordance with Section 4.05 of Harris County Floodplain regulations. Any electrical circuit serving a light switch or outlet located below the base (100-year) food elevation shall be dropped frrom above and be on a separate breaker. All materials used below the (100-year) base food elevation are on approved FEMA Technical Bulletin 1-9.3 as Class 5 water-resistant, and approved in accordance with FEMA Technical Bulletin 1-93 for• foundation openings. If the property is located within the designated Ill%floodplain or ten-vear floodplain all construction up to twenty-four (24) inches above the base food elevation must use masonry, concrete or steel. These materials must be used.for piers, columns and, foundation walls. Construction ofcritical care facilities on land located below the base (100-year) food elevation in the 500year food plain or within the base (100-yeat) f ood plain shall have the lowest floor elevated to three feet or more above the base food elevation. Floodproofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters. Access routes elevated to or above the level of the base flood shall be provided to all critical facilities to the extent possible. Completed *Elevation Certificates to be submitted: one at permitting, a second aRer the slab is poured or sub -floor is installed and belore the framing starts, and a third is reyuired once court uction is hrrished. *(PER CURRENT FIRM PANEL) to the Harris County Public Infrastructure, Architecture and Engineering Division, 10555 Northwest Freeway, Suite 110, Houston, TX 77092 A completed as -built certificate must be submitted after the structure is complete and before it is occupied. The County Engineer's Office will post a final inspection notice on the structure once all requirements have been met. HARRIS COUNTY ❑ REQUIRED D SHOWN ON SHEE XNOT UIRED P ® page(s)-- ------ — FORM MAY BE REQUIRED 10. PET' JITS REQUIRED TOTAL ESTIMATED SITE CONSTRUCTION COST, (EXCLUDIP4G ENCLOSED BUILDINGS/ STRUCTURES) ❑ STI— k WATER QUALITY j ❑ PHASE II PERMIT CLASS I ❑ PHASE II PERMIT CLASS II ❑ CRITICAL FACILITY ❑ DRIVEWAY WITH CULVERT _____ CURB AND GUTTER ❑ SEPTIC (EXISTING) ❑ SEPTIC (PROPOSED) ❑ NOTICE OF DETENTION REQUIRED ❑ FILL AFFIDAVIT REQUIRED ❑ BUILDING PERMITS (NO. OF BUILDINGS ❑ SUBDIVISION INFRASTRUCTURE PHASE II (NO. OF LOTS NOTES: WORK IN HARRIS COUNTY R.O.W. _ ❑ UTILITY ❑ CONSTRUCTION�J__-_•�._ OTHER 11 CURB RAMPS / SIDEWALK CURB RAMPS PROPOSED .0 YES ❑ NO SIDEWALKS PROPOSED ❑ NO A. HOME BUILDER ❑ YES B. DEVELOPER ❑ YES C. H.O.A. ❑ Y S D. OTHERS LANDSCAPING ❑ RED AND SHO EET(S) ---- ___________ ❑ I NOTES: A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. REFER TO www.eng.hctx.net/permits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. I: ONSTRUCTION PROTECTIVE MEASURES. ❑ S PP SITE PLAN AND DETAILS ON SHEET(S) _-__-____- _ II. APPLIC ILITY FOR PERMANENT FEATURES. ❑ EXEMPT N DEVELOPMENT OF LESS THAN 5 ACRE P EL. EXEMPT RED LOPMENT OF A 5 ACRE OR LARGER ARCEL WHERE TOTAL IMPERVIO SURFACE (EXISTING PLUS PROP SED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND F ERED" BY AN EXISTING S RM SEWER LINE. ❑ STORM WATER QUAL11 PERMIT REQUIREME FOR THIS PROJECT IS COVERED BY------------------------ *. ED "STORM WATER QUALITY MA GEMENT N INCLUDED. SWQMP SITE PLAN ON t SHEET(S) III. PERMANENT STORM WATER OU CITYEATURES. ----------- ❑ VEGETATIVE CONTROLS US : (FILTER RIP, GRASSY SWALE, URBAN FORESTRY) I ------------ DETAILS AND CALC U LATI S APPEAR P EAR O N E ET S ❑ POND STRUCTURE U D (WET, DRY, WETLA S) DETAILS AND CALCULATIONS APPEAR 0 N S H EE )------------ ❑ HYDRODYNAMI TYPE SEPARATOR MODEL: _________________ I ❑ OTHER(S) — II REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR "GRANDFATHERED" * * INCLUDE: PROJECT TITLE, HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER, R THE NAME OF THE PERMITTING AUTHORITY IF OTHER THAN HARRIS COUNTY. HCPID SIGNATURE BLOCK PROJECT NAME: ADDRESS: 4ai • 011111 ti h 10A w Ll WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: _ENGINEERING DIVISION - - - _-------_--------__.----__ ` BY INTERPOSE NO OBJECTION DATE BY AS TO PAVIN� 'ID, OR DRAINAGE ONLY DATE I I D•r A`.� TO LOCATION C ITEMS IN COUNTY RIGHT OF WAY LATE rr ' _ BY AS TO S`x ,,� 1 WATER QUALITY , DATE ADDITIONAL COMMENTS: I HARRIS COUNTY FLOOD CONTROL DISTRICT - INTERPOSE NO OBJECTION BY DATE RIGHT—OF—WAY FOR ITEMS LOCATED OUTSIDE OF HCFCD R APPROVED: BY DATE FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT—OF—WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT—OF—WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION I, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS THRU SEAL SIGNATURE DATE R E V I S I O N S DATE SHEET NO. DESCRIPTION P.E. INITIAL H.C. APPROVED DATEI PUBLIC INFRASTRUCTURE DEPARTMENT EXPRESS REVIEW SHEET PROJECT NO SHEET NUMBER _--_ OF .. . I . i .1- . .. . i I.. ..1 . i . ....I . . ... . I I I . .. " I . I . .. I ..., .. . i . . . . . . . ... Y . .. I. 1 . I V. . .. . I . , ! i.. f . . L 1. Y . Y 1. • „ . .. . .. J . .. . . il, a s • r CI 10555 Northwest Freeway Suite 120 Houston, TX 77092 Main Phone: 713-956-3000 Monday Friday 7:30am 4:00pm •�+f �'-;' ❑ New Submittal ❑ Revfslon#1 ❑ RevislonR2 ❑ Revisionp3 ❑ Re -Design ❑ Updated Signature Needed E"ECnW NE2012 E: UHE Ta13 ❑ Site ❑ Subdivision ❑ Utility ❑ Roadway ❑ Detention ❑ Amenity ❑ Channel In Rerehed Dala 2n,l RereM1ed Dsle 3N RweAed One 4,M1 ReteF.M Data Am[. Paid: Receipt q: Date paid: Y 2 Route to Permit Tech ALL INFORMATION 15 MANDATORY FOR PERMIT TECHNICIAN TO PROCESS PERMIT S e (THIS SHEET MUST ACCOMPANY ALL SUBMITTALS THROUGHOUT THE APPROVAL PROCESS) N 8th Street Sidewalk Project P ,e o Address: From 1026 S. 8th St. to 701 S. 8th St. on W. side of 8th St. PRaEcra CLP 2015-4501 J E City,ST,zip: La Porte, TX 77571 C T Abstract R Plat Name/Subdivision: Section Block Lot Reserve I Key Map 580E Located within Harris County ❑ Un-Incorporated o Incorporated ❑ Other: HCAD N HCADFT F o HCAD HCAD R Anshaded Which Floodplain Zone is project located? (Select One) A AE AO Floodway X - Shaded X -UA T New Service Offered — No permit appointments. Permits to be processed after plan approval. oYes, my CllenL Wants permit(s) after plan approval. (Note: Applicant will be contacted once permitls) are approved and ready for payment.) N No, thanks. Estimated construction cost of sitework $ 144,000.00 *ONLY ONE SITE PER APPLICATION (Not Inc u ing t e FUM mg cost) City of La Porte E-Mail: noela@laportetx.gov Contact: Alex Noel PhoneR 281-470-5062 Address: 604 W. Fairmont Pkwy city, sT,zip: La Porte, TX 77571 a City of La Porte E-Mail: noela@laportetx.gov Contact: Alex Noel Phones 281-470-5062 E Address: 604 W. Fairmont Pkwy City, ST,Zip: La Porte, TX 77571 R 0 a W Phone R: N E Address: City, ST, Zip: HCFCD REVIEW DO NOT WRITE BELOW HCSWQ REVIEW THIS LINE HARRIS COUNTY DEVELOPMENT REVIEW OFFICE USE ONLY TRAFFIC REVIEW ACCEPTANCE REVIEW No Review Required ❑ No Review Required ❑ No Review Required 0 No Review Required ❑ No Review Required Reviewed By: Date: Reviewed By: Date: Reviewed By: Date: Reviewed By: Date: Reviewed By: Date: 1 2 4 5 AP .d SWQ FEATURE: Required Yes No Need Review Status or Registration Assistance: httwilhcold.orglpermitsl Please Complete Reverse Side > > > 1 •, I , 'itYJ g 90310 ' er g M Elk • '�. 10555 Northwest Freeway Suite 120 Houston, TX 77092 Main Phone: 713.956-3000 Monday Friday 7:30am 4:00pm PROPOSED DRIVEWAYS,crao Culvert Length Linear Feet Culverl Length Linear Feel Driveway Width Linear Feel Driveway material Driveway Width Linear Feet Driveway material Nearest ones street Distance to nearest am street Ft Nearest oohs street Distance to nearest am street Ft Direction of driveway in relation to nearest am street N S E W (Select One) N Direction of driveway in relation to nearest am street of N S E W (Select One) Culvert Length Linear Feet Culvert length Linear Feet Driveway Width Linear Feel Driveway material Driveway Width Linear Feet Driveway material Nearest am streel Distance to nearest am street Ft Nearest cross street Distance to nearest am street Ft Direction of driveway in relation to nearest cross street N S E W (Select One) N Direction of driveway in relation to nearest cross sueel N N S E W (Select One) CIVIL DEVELOPMENT (Check,g,pp&,hh hoes) ❑Sitework EsLConstr.CDsIS 144,UUFJ❑ Enclosed Structure lHtrpinkq Re cock) ❑ Subdivision Number of Lots Structure # a Type Use Cost $ SgFt E]Mobilehome Park Number of Spaces Structure # a Type Use Cost S SgF1 ❑ RV Perk Number of Spaces Structure # a Type Use Cost S SgFI ❑ Fence Cost $ Structure # or Type Use Cost $ SgFt J❑ Other Sidewalk Cost S Structure # or Type - Use Cost $ SgFt SEWER AND WATER SYSTEM (Checkaaapparabl, boos) PUBLIC ❑ Propose ® Existing lt�dl ❑ Proposed Eisting Pubic Water and serer system provider name: rris County septic permit number: AFFIDAVIT I,, aPpwaae) Detention Pond Receipt # lean County Clerk Office. Storm Water Quality Receipt # from Canty Clerk Office. adevebpmmund driveway comnuctbn must be e completed In aetorMncwith Me Re,uhrom of Hams suunsy. Tens roe,wou m .w rum,m[emem,op.ea mv .eq a wa no 0••••••••--..•..^ Me Com u,,Ion or Driveways and/or Culverts on County Easements and Right of Way. This appimu n is void only for progeny bmta i In the UNrmpontnd area, al Hants County, Tens. The owner hereby acknowledges and agrees to W strictly hound to Comenlssbneri Court of Harris County In emudri, that all PrMsbns, conntlitbns and rpueement arched W the issuance of the development p .it(,) under Me Regulations of Harris County, Tens for Flood Pbin Management and driveway pamlds) under the Reguhtbm of Harris County for the Construction of Drivewey, and/or Cuhnam w County Easement and Rights of Way will or (.lMfully and fully complied with. The owner undentnds and agrees that the County Engineer may make scheduled or unscheduled Inspections of the Poverty upon the Issuance of Me Permit The owner acknowledge, that the driveway mnstrucvbn must be Impected wt.. the conno t.Is pourad and after 1,1. nnhhed. The, er is o— that mrsu m W Uapter 362 of the Toms tml Gmwm nont Cod,, the County ram Marshal may. In the Intemst of uf.W and M pryer lon, impact certain structures for fee hamds. 1f the owner Is a mr is ntlon, partnership or other legal entity Other Nan a natural person, Men the unde ilgMd acting as the authorized re sesentthe of sald entity will be responslCle, for ensuring the entltys compliance with so pnov om , Comihos s and re,uirement of Me development and driveway permit. �flnitiah Rpulred) The owner acknowledges that col placed on subject land Is In such manner so as not to flood or otherwise damage any land adjoining or near the land In whl AJN the fill is placed. The owner further acknowledges that he or she has read section 11.086 of the Tens Water Code Annotated and is familiar with the previsions of said statute. Alex Noel 4/24/2015 DO •BELOW Receiving Permit Tech: Records Date paid: Appliwntll: Permit Tech: Develop Number Cashier. Request#: Appmvetl by: A Ilcation Fee: PP Properlyly: Dote: Service Request: Code: Clerk: Violation: Inspection Fee: Date: Vio. Date: ICode: http:/fhCpld.org/permits/ ggw*.. SITE DET ;OPMENT REVIEW/P: ' MIT APPLICATION — Suite 120 Houston, TX ,. .FrFriday r. FF. 10555 Northwest Freeway `� � ❑J New Submittal ❑ Revisionsl ❑ Revisions2 ❑ Revisions3 L] Re -Design ❑Updated SignatuJNeededEFFEEnVF DATE:❑Site ❑Subdivision ❑Utility❑ Roadway ❑ Detention ❑ Amenity ❑ JUM M12W Received eau and RKeived W, 3rd R,,e eat. 4tE Nece Ent, Amt. Paid: Receipt If:Date paid:Route to Per ALL INFORMATION IS MANDATORY FOR PERMIT TECHNICIAN TO PROCESS PERMIT(S) (THIS SHEET MUST ACCOMPANY ALL SUBMITTALS THROUGHOUT THE APPROVAL PROCESS) Now 8th Street Sidewalk Project P R From 1026 S. 8th St. to 701 S. 8th St. PROJECTN I CLP 2015-4501 o Address: J E City,ST,Zip: La Porte, TX 77571 C T Abstract It Plat Name/Subdivision: Section Block Lot Reserve I Key Map 580B Located within Harris County ❑ Un-Incorporated a Incorporated ❑ Other: N F HCAD L HCAD D HCAD HCAD R AWhich Floodplain Zone is project located? (Select One) A AE AO Floodway X - Shaded X - Unshaded A T 0 New Service Offered — No permit appointments. Permits to be processed after plan approval. I [Dyes, my client wants permit(s) after plan approval. (Note: Applicant will be contacted once permit(s) are approved and ready for payment.) D N O No, thanks. Estimated construction cost of sitework $ 140,000.00 *ONLY ONE SITE PER APPLICATION (Not inc u ing [ e ui ing cost) P City of La Porte E-Mail: engb@laportetx.gov contact: Bob Eng Phones 281 470-5058 C Address: 604 W. Fairmont Pkwy City,ST,zip: La Porte, TX 77571 F City of La Porte E-Mail: engb@laportetx.gov ContactBob Eng Phones 281-470-5058 E604 W. Fairmont Pkwy city,sr.zip: La Porte, TX 77571 wHarris County R O W Phones: 713-956-3050 N E Address: 10555 Northwest Freeway suite 120 City, ST,Zip: Houston, TX 77092 . R HCFCD REVIEW HCSWQ REVIEW DEVELOPMENT REVIEW TRAFFIC REVIEW ACCEPTANCE REVIEW ❑ No Review Required ❑ No Review Required ❑ No Review Required 0 No Review Required ❑ No Review Required Reviewed By: Date: Reviewed By: Date: Reviewed By: Date: Reviewed By: Date: Reviewed By: Dale: 1 2 31 5 Appov.d i SWQ FEATURE: Required Yes No Need Review Status or Registration Assistance: htt0thwid.ora/oermitsr Please Complete Reverse side > > > "II 10555 Northwest Freeway. Suite 120 Houston, TX 77092 Main Phone: 713-956-3000 Monday Friday 7:30am 4:00pm PROPOSED DRIVEWAYS (Dnw Culvert Length Linear Feet Culvert Length Linear Feel Driveway Width Linear Feel Driveway material Driveway Width Linear Feet Driveway material Nearest am street Distance to nearest cross street Ft Nearest cross street Distance to nearest cross street FI Direction of driveway in relation to nearest cross street N S E W (Select One) N Direction of driveway in relation to nearest cross street N N S E W (Select One) Culvert Length Linear Feel Culvert Length Linear Feel Driveway Width Linear Feel Driveway material Driveway Width Linear Feet Driveway material Nearest am street Distance to nearest cross street Ft Nearest cross street Distance to nearest cross street Fl Direction of driveway in relation to nearest cross street N S E W (Select One) of Direction of driveway in relation to nearest cross street N N S E W (Select One) I CIVIL DEVELOPMENT (awckallapplitabla baaas) ❑Sitework Est. Constr. Cost$ IHU,UUd❑ Enclosed Structure(Not eddy rkacoaa) ❑Subdivision Number of Lots Structure #or Type Use Cost$ SgFt ❑ Mobilehome Park Number of Spates Structure #a Type Use Cost SgFI ❑ RV Park Number of Spaces Structure # of Type Use Cost $ SgFI E] Fence Cost$ Structure #or Type Use Cost$ SgFI Q Other Sidewalk Cost$ Structure #aType Use Cost$ SgFI SEWER AND WATER SYSTEM (a,arkall.pplitablaEoxas) PUBLIC ❑ Proposed ❑ Existing Proposed Existing Public water and sewer system provider name: HPRNATE arris County septic pemdl number. AFFIDAVIT (,.pp ,,) Detention Pond Receipt # from County Clerk Office. Storm Water Quality Receipt # from County Clerk Office. All development and driveway mutructson must be completed In accordance with the Regulations of Hands County, Texas for Flood Plain Management (Mooted 8Q8.97) and the Regulations of Hands County for the Cautruc[bn of Driveways and/or Culverts on County Easements and Rights of Way. This application Is valid only for property located In the Unincorporated Areas of Harris County, Texas. The owner hereby acknowledges and agrees to be strictly bound to Commissioners Coun of Hands County in ensuring that all provisions, conditions and requirements attached to the Inuance of the development penNtis) under the Regulations of Hands County, Texas for Fb Main Management and driveway permit(s) under the Regulations of Hands County for the Comtrucdon of Driveways and/or Culverts on County Easements and Rights of Way will be faithfully and fully compiled with. The owner understands and agrees that the County Engineer may make scheduled or unscheduled Inspections of the property upon the Issuance of the Permit The Owner acknowledges that the driveway construction must be ImPected before the concrete Is poured and after It Is finished. The owner Is aware that pursuant to Chapter 352 of the Texas local Dovemment Code, the County Fire Marshal may, In the interests of safety and fire prevention, Inspect certain structures for line hazards. If the Ihvoer Is a corporation, Partnership or other legal entity other than a natural person, then the undersigned acting as she authodzed representative of sand entity will be responsible for ensuring the entity's compliance with all provlsksns, conditions and requirements of the development and driveway permit. falls Required) The owner acknowledges that RII placed on subject land is in such me drier. so as not to flood or otherwise damage any land adjoining or near the land In whi fill Is placed. The owner further acknowledges that he or she has read Section 11.0111i of the Texas Water Code Annotated and is familiar with the provisions of said statute. Print Hama Above IAPPt1FArin Sianstura ("PUFAHT) oat• s • NOT WRITE BELOW- Receiving Permit Tech: HARRIS COUNTYOFFICE Records USE ONLY Date paid: Applicants: Permit Tech: Develop Number Cashier. Request#: Approved by. Application Fast: Property#: Date: Service Request: Code: Clerk: Volation#: Inspection Fee: Date: vo. Date: Code: vertu Aawm'2 http://hcpid.org/permits/ LEGEND — EDGE OF ROAD — PROPERTY LINE — EDGE OF DITCH —EDGE OF SIDEWALK 0 LIGHT POLE PROP ( TYP 12) ADA RAMP SEE DETAIL SHEET XIS7ING LIGHT 6 OLE STRIP FOR CROSSWALK PROP (TYP 7) ADA RAMPS SEE DETAIL SHEET 6 PROP (TYP 7) ADA RAMPS SEE DETAIL SHEET 6 PROP 160' CONCRETE WALK & APRON / (TYP.7) ADA RAMP SEE DETAIL SHEET 6 5' SIDEWALK PROP (TYP 7) ADA RAMPS SEE DETAIL SHEET 6 PROP (TYP 7) ADA— RAMPS SEE DETAIL SHEET 6 G N RAL NOTES SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL RESTORE EXISTING FACILITIES (I.E. PROPERTY) EQUAL TO OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. ALL FINISHING GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED ELEVATIONS. THE CONTRACTOR SHALL NOT UNLOAD o F ANY TRACK -TYPE CONSTRUCTION a z MACHINERY ON ANY EXISTING g 1 PAVEMENT OR CROSS OVER ANY ¢ o EXISTING PAVEMENT OR CURB DURING ; FS n ANY PROJECT. �; a THE CITY OF LA PORTE REQUIRES 48 O a g HOURS NOTICE PRIOR TO m COMMENCING WORK IN THE CIY'S w R.O.W. 281d70-9850 j CONTRACTOR SHALL NOTIFY CRY OF �,: LA PORTE PUBLIC IMPROVEMENTS COORDINATOR AT 281470-SM TO p HAVE AN INSPECTION. g 48 HOURS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE o wa`6o TEXAS ONE CALL DIAL'811'.++a+� ALL EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND BE REMOVED FROM THE SITE, AND DISPOSED OF IN A LEGAL MANNER. FOR HARRIS COUNTY NOTES SEE SHEET 5 n'^ tea' F- n r — 160' EXISTING LIGHT POLE .. TIE INTO EXISTIN (TYP.) 12 ADA RAMP 3/10 HARRIS COUNTY STORM WATER QUALITY PERMIT APPLICATION 1. APPLICANT & OWNER INFORMATION (Please print or type) Applicant Name City of La Porte Phone 281470-5062 Fax 281-470-5005 Applicant Mailing Address 604 W. Fairmont Pkwy City LaPorte State TX Zip 77571 Property Owner Name City of La Porte Property Owner's Mailing Address 604 W. Fairmont Pkwy City La Porte State TX Zip 77571 Property Owner E-mail noela@laportelx.gov Phone 281470.5062 Fax 281470-5005 2. PERMIT STATUS (Check only one per form) ❑i Nov Permit, Provide FIC Project # ❑ Renewal []Amendment ❑Transfer Provide Permit No. ❑ Master Permit, Provide Permit No.'s to be Consolidated: 3. LOCATION OF PROPERTY Subdivision/Project Name S. 81h St. from W. Fairmont Pkwy to W.'F' St. Sec Bik Lot Res Street Address City State Zip Acreage Survey Name Abstract Number Property Tax Account Number - 4. RECEIVING STREAM HCFCD Name and Unit No.: 5. PERMANENT STORM WATER QUALITY FEATURE ❑ Dry tt/ Detention ❑ Dry IQt 100 Yr Trash Basin ❑ Od/Grit/Prash Separator(s) ❑ Vegetative Filter Strip(s) ❑ Wet wd Detention ❑ Wet 10/100 Yr Trash Basin ❑Trash Separator(s) ❑Grassy Swale(s) ❑Inlet Inserts ❑ Low -Impact Development ❑Combination QOther-Explain: Sidewalk 6. DEVELOPMENT TYPE Mv New Development Significant Re -Development ❑ Existing Development 7. MUNICIPAL SEPARATE STORM SEWER TYPE ❑ Detention Pond ❑ Flood Control Ditch Open Ditch ❑ Storm Sewer 8. STORM WATER QUALITY FEATURE OWNERSHIP TRANSFER INFORMATION (If Applicable) Upon Completion, Ownership of the Permanent Storm Water Quality Feature Will be Transferred To: ❑ Property Owner (if other than current) [—]1-ICFCD ❑ MUD ❑ Home Owner's Assoc. FOR NEW PERMIT: Attach 1 copy of the Approved Plan Set (if approved before 1 I/l/2009), the original SWQ Affidavit, a copy of the NOI, and the fees. FOR PERMIT RENEWAL: Attach both completed original Annual Certification Forms and the fee. Additional information and forms: httpV/hcpid.org/pe=its/s%%,q_Nvelcome.htmi All development must be completed in accordance with the Regulations of Harris County, Texas for Storm Water Quality Management The Applicant hereby acknowledges and agrees to be strictly bound to Commissioners' Court of Harris County in ensuring that all provisions, conditions and requirements attached to the issuance of the Storm Water Quality permit(s) under the Regulations of Harris County, Texas for Storm Water Quality Management will be faithfully and fully complied with. The permit applicant understands and agrees that the County Engineer may make scheduled or unscheduled inspections of the property upon the issuance of the permit. The applicant acknowledges that the Permanent Storm Water Quality Feature must receive a Final Inspection before a Certificate of Compliance can be issued. If the permit applicant is a corporation, partnership or other legal entity other than a natural person, then the undersigned acting as the authorized representative of said entity will be responsible for ensuring the entity's compliance with all provisions, conditions and requirements of the Storm Water Quality Permit. 1, , the undersigned have carefully reviewed this application and my answers to all questions. To the best of my knowledge, the answers are all true and correct. SIGNATURE of Applicant/Agent or Receiving plan checking Cashier Date Application Received Applicant No. Planchecker SWQ# Request No. Approved By Property No. Date Clerk & Date Viol No. Receipt No. 10555 Northwest Frvvy Ste 120 Houston TX 77092-8615 SWQOI-001 (713) 956-3000 L\WATERSHED PROTCCTIOMStomwner GrooffP REVIENWorms\2011 Dmft Changrs\SWQ Permit App 05.10.1 Ldo HARRIS COUNTY Public Infrastructure Department Architecture & Engineering Division Plat Review Northwest Frwy., Suite 100 Houston, Texas 77092 (713)956-3000 CHECKLIST FOR ACCEPTANCE SUBMITTAL Released: February 22, 2012 Street Name Change location shall be graphically identified by symbol, aligned with the associated lot line or reserve line, for all street name changes. 2. Consultant will verify the existing recorded plat names of streets when designing street continuations. 3. Consultant will provide recording information, if available, for widening of ROW on all existing County roads adjacent to the plat boundary. 4. Consultant will label the ROW width on each street section where a uniform ROW width exists. Labeling of ROW widths for cul-de-sacs is required. ROW widths shall be defined at the minimum width. "ROW varies" may be labeled beyond the minimum width. Where ROW transitions uniformly, labeling of ROW widths at the minimum width and the maximum width is required and "ROW varies" label may be used. Road Log Worksheet The road log worksheet is no longer required. However, the consultant must ensure that the information on record drawings matches the information on the recorded plat and the requested information listed below is provided on the record drawings. Record Drawings 1. Street names will match the recorded plat. Where a street name in the plans has changed on the recorded plat, the Engineer shall note the changed street name on the plan cover sheet and throughout the construction plans. 2. It is not necessary to provide the station limits of each street (or station of street name changes) on the index of sheets on the cover sheet for the purpose of defining street lengths. Sufficient information will be provided on the plan and profiles of the individual streets as described in the following examples for identifying street lengths. 3. Pavement widths will be noted on the construction plans where the width is uniform. Where pavement width is not uniform (transitions, cul-de-sacs, knuckle cul-de-sacs, etc.), information will be labeled as described in the following examples. 4. As with Plat Review, where ROW transitions uniformly, provide ROW and pavement widths at the minimum width and the maximum width. Released: February 22, 2012 Page 1 j 5. X and Y coordinates for storm sewer outfall location(s) will be noted on the construction plans. Storm sewer outfall location(s) are determined where a proposed system ties into an existing storm sewer system located at plat boundary and/or the last manhole prior to draining into a stormwater management facility. 6. Street name change locations: The Consultant will provide the centerline station of the street name change. It is necessary that the station be precise, consistent between the two streets, and radial to the centerline projected to the lot line at the right-of-way where the street name changes. STATION X+XX.XX STREET NAME CHANGE (STREETI/STREET2) MEASURED RADIAL TO THE LOT LINE AT THE R.O.W. Intersections: 7.1. Where two proposed streets intersect, the centerline station of both alignments for the intersection point shall be labeled. \—sTATION k+x) .XX MSTREET 1= TION Y+YY.YY cA STREET 2= 7.2. Where a proposed street 1 intersects an existing street 2,the centerline station of the Released: February 22, 2012 Page 2 M proposed street alignment shall be labeled at the centerline of the existing street right-of-way. 7.3. Where a proposed street intersects a future boulevard section, in which only one-half of the boulevard is constructed, the centerline station of the proposed street alignment shall be labeled at the centerline of the existing pavement. 6.2 STATION X+XX.X C/L EXISTING PAVEMENT STREET 1 6.3 STATION X+XX.XX C/L STREET 1= C/L EXISTING ROW STREET 2 Street Extension: Where a street extends to the plat boundary forming the continuation of an existing street, the centerline station at the plat boundary shall be labeled. If the existing end of pavement does not match the plat boundary, then an additional label for the centerline station at the existing end of pavement will be provided. PLAT 1 BOUNDARY I - - - t I I STATION X+XX.XX END PAVEMENT STATION X+XX.XX PLAT BOUNDARY Left Turn Lanes: 9.1. For turn lanes constructed on an existing undivided County roadway, the beginning of pavement width transition, beginning of uniform pavement width, end of uniform pavement width and end of pavement width transition stations shall be labeled. The existing pavement width on each end and the uniform width of the widened area shall also be labeled. Released: February 22, 2012 Page 3 STATION X+XX.X% STATION X+X%.X% BEGIN PAVEMENT BEGIN UNIFORM WIDTH TRANSITION, PAVEMENT WIDTH 28' plauUN n+nn.xn STATION %+XX.%X BEGIN PAVEMENT END PAVEMENT 40' WIDTH TRANSITION /�IWiDTH TRANSITION 28' 9.2. For left turn lanes constructed on an existing or proposed boulevard section, provide the centerline station of the first point of curvature (pc) of the transition in which the pavement width begins to vary, the second point of tangency (pt) in which the left turn lane constant width begins, and the centerline station of the median nose. TRANSITION LENGTH LABELED (PI TO PI) PC STATION %+%z.X%/X.X%RT.T — PT STATION X STORAGE LENGHTH LABELED (PI TO NOSE) 7-7 LABEL LTL WIDTH TION X+XX.%X. X.XX' LT. Note (applies to 9.1. and 9.2.): If space for labeling is limited, a point table may be provided. Released: February 22, 2012 Page 4 10. TRANSITION STORAGE LENGTH LENGHTH LABELED LABELED (PI TO PI) (PI TO NOSE) 7I 6 Qi 1Q � O T LABEL STATION _ - - - - - - - - - - - - HERE IF CONSTRUCTING ABEL LTL WIDTH NEW MEDIAN OPENING OR MODIFYING OPPOSING NOSE DISC. MEDIAN LDCADON I PC TA.X+X%XX. XX.XX'RT 2 N TA.X+XX.XX. XX.XX'RT 7 PT iA.X+XX.XX. XX.XX'RT ! PT TA.X+XX.XX. XX.X%RT 5 % TA.X+X%XX. XX.XX'RT 6 PT TA.X♦XX.XX. XX.XX'RT 77- R TA.X+XX.XX. XX.XX'RT 6 NOSE STA.X+XX.XX. XX.X%LT 9 NOSE STA.X+XX.XX. XX.XXRT Pavement and ROW widths: Stationing should be provided where pavement widths or ROW widths vary. a. Areas of normal curb returns should not be considered wider pavement or right-of-way. No additional labeling is required. b. ROW transitions may occur slightly offset from actual pavement transitions. Where this occurs, label the station and the right-of-way width at the first point in which the total pavement width begins to transition and the last point at which the total pavement width transition ends. STATION X+XX.XX BEGIN PAVEMENT TRANS RON W. R.O.WITH = 80.D0' ROW TRANSITION Io_ --e --m--�-------------------- PAVEMENT TRANSITION STATION X+XX.XX END PAVEMENT TRANSITION R.O.W. WIDTH = 60.00' c. Where a ROW transition occurs without a paving transition, label the station at which the beginning constant right-of-way width ends and the station at which the ending constant right-of-way begins. Unnamed knuckle cul-de-sacs which are not separate named streets will be labeled as Released: February 22, 2012 Page 5 follows: The centerline distance will be required from the centerline of the intersecting street to the radius point of the cul-de-sac. The paving and the right-of-way widths will be shown at the narrowest point. MT UM . am e. For named cul-de-sacs label the station at the center of cul-de-sac pavement and provide the pavement radius. The right-of-way radius is provided on the plat. f. Where a short named cul-de-sac exists (with no signficant length of standard pavement) ROW and paving width should be labeled at the minimum width. It is noted that these widths vary through the entire length. Released: February 22, 2012 Page 6 e XX V XX.XX' STATION X+XX.XX CA STREET T= STATION Y+YY.YY CA STREET 2 11. Pavement changes: Label the station at which pavement thickness or material changes. 12. Loop streets: For loop streets, provide the total centerline distance of the street from centerline of the intersecting street to the centerline of the intersecting street. Provide the pavement width and the right-of-way width for the street. C STREET 1 STA 4+00 r 25' PVMT. 100' .ROW 25' PVMT• STREET 1 STA 0+00 13. Roundabouts: 13.1. For roundabouts without restricted reserves, provide the right-of-way width from the radius point of the circle to the right-of-way boundary. Released: February 22, 2012 Page 7 ROotm&W txWU 12.1 �.I' .II 4 SIiiEETi -- � 28FF. MW. 6D ROW SIFWI MMMCW XR„AQ_ * PROVIDET}O:cB\ MMMUryCE OFUSWM pU=FfiDi4d S(ATION O+OOT02+O0 STFEET2 � + I I t I Smut WWCIWW * PTUVIOETRETD(TEii]FtE OISTka GM E NOHIFI PORMN FROM STMM 0+DOT02+00 28 FT. PYMT . 60Fr. WW '— STREET 1 13.2. For roundabouts with restricted reserves, provide the right-of-way width from the outer edge of the reserve to the right-of-way boundary. Released: February 22, 2012 Page 8 pffNF ROINMUTE7(M4PiE122 STBEETi ptOHM=O * PROV mUmCfMTEPoK m7mm OFIK HOEtiHPOMM FROM MUM "TO24-00 OMSK sGtlrw S1R&ii _ ti �..__—..__. SiREEft + i SIs" 3FT. PVW. \�� a4''00f 60FT. HOW 60 FT. ROW is FRdVK DZTANM sn Ff Raw M-k Sotmi PORTIOM FROM STATIOM 0+00702+00 III 28FF. PVW. StREET3 Released: February 22, 2012 Page 9 TRAFFIC CONTROL PLAN GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CON FROMANCE WITH PART VI OF TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD - LATEST EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. NO LANES SHALL BE BLOCKED FROM 7 A.M. TO 9 A.M. AND 4 P.M. TO 6:30 P.M. MONDAYTHRU FRIDAY. 3. OFF DUTY POLICE OFFICERS/FLAGGERS ARE REQUIRE TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 4. CONTRACTOR SHALL COVER THE EXCAVATION WITH STEEL PLATES ANCHORED PROPERLY DURING NON -WORKING HOURS AND ALLOW NORMAL TRAFFIC FLOW. IF COVERING IS NOT FEASIBLE, USE TRANTEX FR 336 EFX 36" DELINEATOR OR APPROVED EQUAL WITH SHEETING AND BASE EPDXIED TO PAVEMENT NET TO EXCAVATION DURING NON -WORKING HOURS. 5. APPROVED COPIES OF "TRAFFIC CONTROL PLANS" SHALL BE AVILABLE FOR INSPECTION AT ALL TIMES. 6. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF TRAFFIC CONTROL PLAN 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 APART OF THE CONTRACT DRAWINGS, 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. WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: 1:50 MAX CROSS SLOPE #4 ® 24" C/C R.O.W. LINE PROP. SAW CUT 18" BACK OF 3" CLEARANCE GUTTER LINE EXIST. CURB STANDARD i 8" STEEL OVERLAP EXISTING PAVEMENT 6"-12" y 12" CUT UNDER 6 1" BOARD EXPANSION EXISTING 24 OR 1/2" NON —EXTRUDING PAVEMENT NEW PAVEM NT PREFORMED JOINT 3" CLEARANCE (TYP.) 7" THICK REINFORCED CONCRETE (SEE GENERAL NOTE NO.7) COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY B - USE FOR ALL PROPOSED CURB REMOVAL FOR DRIVEWAYS 4' MINIMUM I WIDTH OF DRIVEWAY 2' 36' MAX. R.O.W. LINE SIDEWALK SLOPE 1:50 MAX SIDEWALK 1" BOARD EXPANSION OR 1/2- NON—EXTRUDING PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYP-) CURB (TYP.) 12" TO 18" SAW CUT (PROP.) GUTTER LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. DRIVEWAY ON CURBED APPROVED BY: DRAWN BY. CONCRETE OR ASPHALT STREETS J.R. BLOUNT CASTANEDA, C. DATE: DRAWING No. COMMERCIAL AREA 15 NOV 2005 DW-1 HARRIS COUNTY PUBLIC INFRASTRUCTURE HARRIS COUNTY NOTIFICATION OF CONSTRUCTION IN RIGHT-OF-WAY 1. USER INFORMATION (Please print or type) UserName City of LaPorte User Mailing Address 604 W. Fairmont Pkwy City LaPorte State TX "Lip 77571 Business Phone 281470-5062 Cell Fax Email noela@laporletx.gov Public Utility Name City of La Porte Phone 281-470-5062 Public Utility Mailing Address 604 W. Fairmont Pkwy City, La Porte State TX Zip 77571 Project Name 8th Street Sidewalk Project Project No. 15-501 Key Mape Page 580 A 11CAD Number(s) Bond I.D. Amount (if applicable) 2. CONSTRUCTION TYPE ❑ Overhead Cable ❑ Under Ground Cable ❑ High Pressure Underground Pipeline (60 psi or greater) Require PE's seal & signature ❑ Median Opening ❑ Underground Utilities ❑ Monumentation Sign Turn Lane Type: Provide Estimated Cost: s Facility to Cross Road ❑ Low Pressure Underground Pipeline (under 60 psi operating pressure) El Other Provide Estimated Cost: s 144,000.00 Road Name & Block Number Survey & Abstract No. Length of Crossing TYPE OF CONSTRUCTION (CHECK ONE) Bored Jacked Driven I Cased Facility to Parallel County Road Within Right -of -Way Road Name and Block Number From To Distance S 8th Street 1000 BIk thru 701 BLK W. Fairmont Pkwy W.'F• Street 1850 FT. Facility in Harris County Flood Control District Right -of -Way HCFCD Unit Number(s) Component affecting ROW (Check One) From To Distance ❑ Bride I ❑ Channel I ❑ Outfall ❑ Utility ❑ Trail ❑ Basin Type of Pipe and/or Main (Steel, Cast Iron, Concrete. etc.)_ Pipe Size & Grade Type o Material or Substane to be carried to all questions. To the best of my knowled e, tie answers are qW. NAIR IRF of tker/Anent or At tornev Wall Thickness Anticipated Working Pressure , the undersigned have carefully reviewed this notification and my answers Date , 1111.5- Receiving Planchecking Cashier Da a Notification Received Applicant No. Planchecker Approved By/Date Road Use Fee Request No. Common Carrier: YES or NO Census Trace Receipt No. precinct: 10555 Northwest Frwy, Suite 120, Houston 1 X / /1.11JL-800 (713)956.3000 P:\FORMSWpplications Receiving AreaWOTICE-APPL Aug 2009 1 .1 J . ■ I 1. 1. a a .. A a. A PROJECT LOCATION N. F.S.- 1 2ps � NO "P" T. CO DEER PARK g _ NORTH "L" ST..-� _ MORGAN'S �.I.POINT NORTH "H" ST. U) BARBOUR'S CUT BLVD. t ES A�PORT �P�a SPENCER HWY. ` WEST MI IN m' PARKWAY . � o J � m t0 g GALVESTON w,�roe BAY rn WEEMS CABE RD. S H 0 R FACRES VICINITY MAP Not to Scale KEY MAP: 580A City of La Porte, Texas Planning Department Engineering Division STREET. SIDEWALK PROJECT CLP Project No,. 15 -45000001 BID # XX XXXX FEBRUARY, 2015 SHEET INDEX MAYOR Louis R. Rigby COUNCIL Danny Earp Chuck Engelken John P. Zemanek Daryl Leonard Dottie Kaminski Jay Martin Tommy Moser Mike Clausen CITY MANAGER Corby Alexander SHEET SHEET TITLE NO. 1 COVER SHEET 2 PLAN & PROFILE 8TH ST. STA. 0+00 TO STA. 21+86 3 HARRIS COUNTY EXPRESS REVIEW SHEET 4 HARRIS COUNTY TRAFFIC CONTROL DETAIL SHEET 5 HARRIS COUNTY ADA RAMP DETAIL 6 HARRIS COUNTY DRIVEWAY COMMERCIAL DETAIL 2015-45000001 SHEET 1 OF 6 -, I=EI 0 0 V U Z z U Q LEGEND EDGE 0E ROAD PROPERTY LINE T E C) C E OF D I -T (f __� I__ D G E 1T 0 C_. G F-d T P 0 L E PROP ( TYP 12) ADA RAMP SEE DETAIL SHEET 6 I I 4+00 4+50 5+00 5+50 S, STH ST. A 6+00 6+50 7+00 7+50 A STRIP FOR CROSSWALK l APROP (TYP 7) ADA RAMPS � SEE DETAIL SHEET 6 TRAFRIC N OTE: THE ROAD SHAD REMAIN OPEN TO TRIP (TYP 7) ADA —EXISTING LIGHT RAMPS POLE SEE DETAIL SHEET 6 GENERAE NOTES SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL RESTORE EXISTING FACILITIES (I.E. PROPERTY) U� EQUAL TO OR BETTER THAN EXISTING z SITE CONDITIONS PRIOR TO CONSTRUCTION. ALL FINISHING GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED ELEVATIONS. w�_ THE CONTRACTOR SHALL NOT UNLOAD � ANY TRACK -TYPE CONSTRUCTION o � z x _ z MACHINERY ON ANY EXISTING Q 0 f- PAVEMENT OR CROSS OVER ANY J o LL Q � 0 EXISTING PAVEMENT OR CURB DURING o < -+ ANY PROJECT. . 0 THE CITY OF LA PORTE REQUIRES 48 T Q HOURS NOTICE PRIOR TO 0 c � COMMENCING WORK IN THE CITY'S 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 2+50 R.O.W. 2 8 1 -4 10 V 5 0 n✓v✓.a�.�M, .�, 2 � �PE OF TF'.�ilt CONTRACTOR SHALL NOTIFY CITY OF �••••••s t LA PORTE PUBLIC IMPROVEMENTS ....... 75194 :•2 i U COO RD I NATO R AT 281 470 5058 TO °�• PROP (TYP 7) ADA RAMPS SEE DETAIL SHEET 6 PROP UYP 7) ADA (� RAMPS („) SEE DETAIL SHEET Q HAVE AN INSPECTION. - 11SS��NAL•E�."•.. 48 HOURS PRIOR TO(-%ONSTRUCTION, The seal appearing on CONTRACTOR SHALL NOTIFY THE t"'author ed by as 'TEXAS ONE CALL DIAL "811 ". BPE. 751941, onG ALL EXCESS EXCAVA., ED MATERIAL 6 SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND BE REMOVED FROM THE SITE, AND DISPOSED OF IN A LEGAL MANNER. FOR H AR R S COUNTY NOTES SEE SHEET 5 � nLn o �-- °-zx Q0 �:E � z -w Q LLQ�- J o LL a_ • >- n w v- Q 15. o -� r5'r4'"I Q R O W J i- - 4-1/2 (MIN) CONC. SIDEWALK (6" MIN O DRIVEWAYS) - MATCH EXISTING MAX 4:1 (M"' GRADE SLOPE EDGE OF ROAD CROWN OF +�3" -� L-6 PROP 2" COMPACTED SAND ROAD, L OP OF (TYP.) (TYP) BEDDING BANK CENTER LINE OF DITCH J- A3 MIN. LAP LENGTH = 16" TOP OF BANK (6%6-W2.9.W2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU OF REINFORCED i STEEL) i SLCf10N A__. A N.T.S JOB NO.: 15-4501 DWN: AJN 15' 4-V2 " (MIN, CONC. SIDEWALK CK'D: BE R 0 W -�' (6" MIN O DRIVEWAYS) 7 MATCH EXISTING MAX 4:1 (MAX�O GRADE SLOPE .. APP'D: BE SCALE: 1 H-80' ,.. EDGE OF ROAD OF -1 L-3" �6 PROP 2" COMPACTED SAND ROAD DATE: 2/1 0/1 5 TOP OF (TYP., (TYP., BEDDING BANK CENTER LINE OF DITCH 3- B3 MIN. LAP LENGTH - 16"' TOP OF BANK (6X6-W2.9xW2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU OF REINFORCED SHEET: • - STEEL) S-ELIN0 �_ _ 3 2/6.1.S_ � 1-7 1 G DESCRIPTION OF PROPERTY.. r COMMERCIAL / OTHER SITE DRAINAGE' , WATER AND WASTEWATER ST ORM RM l , PAVING 2 , RESIDENTIAL / SUBDIVISION DRATNAG E OF SERVICE PR POSED 1. LEGAL DESC RIPTION ❑ MUNICIPALITY: A. CREAGE: !: ONSTRUCTION PROTECTIVE. MEASURES, 1. DESIGN THICKNESS OF .PAVING (. D AINAGE SYSTEM —TYPEo p G REA II. ABILIZED SUBGRADE To A DEPTH of MUNICIPAL UTILITY DISTRICT: . STORM SEWER NEW DEVELOPMENT AREA: S - P 'SITE PLAN AND DETAlL ill. D ION STRENGTH OF CONCRETE i ❑ E-DEVELOPMENT AREA' (AMOUNT INCREASED OTHER DISTRICT:' IV. TYP AND PLACEMENT OF STEEL: ROADSIDE DITCH i ERvtoUs AREA B. ❑ S DIVISION: !I. APPLIC {CITY FOR PERMANENT FEATURES ❑ . P VATE WATER AND WASTEWATER SYSTEM ' DRIVEWAYS N 0 M ❑ EXEMPT N DEVELOPMENT OF LESS THAN 5 ACRE P EL.` . i 11. D S ET HO USE [] .55 ❑ PRI TE WATER SYSTEM AND INDIVIDUAL SSF PROPOSED: ❑ SURV & ABSTRACT: ❑ EXEMPT RED DE. OF A 5, ACRE OR LARGER ARCEL WHERE . I. NUMBER DRIVEWAY APPROACHESHOUSTON FREQUENCY ❑ .6 ❑ INDIVI AL WATER WELL AND OSSF APPEAR ❑ CITY NEW AREA_______X__ �` _ __ACRE FEET TOTAL IMPERVIO SURFACE (EXISTING PLUS PROP SED) IS LESS THAN 1 ACRE. II. HARRIS CO TY STANDARD DRIVEWAY DETAIL❑ OTHER; _ . ON SHEET ❑ OTHER aETENTION REQUIRED C7 1 0 ❑ EXEMPT "GRAND F EKED" BY AN EXISTING S RM SEWER LINE ❑ THER: H.C. WASTE TER PERMIT/REQ/ESNO, �_____ C. ADJACENT ROADS. ❑ STORM WATER QUALI PERMIT REQUIREME FOR THIS PROJECT IS 'COVERED; FIRE PPARATUS ACCESS OAD III. DRAINAGE SY T OUTFAL PROPOSED VOLUME = ACRE FEET __-_�_____-_-- -----:•-- j ❑REQUIRED AND SH0 ON SHEET(S) ❑ TO DETENTION ND nl OUTFACE II PROOF OF CAPACI ❑ STORM WATER QUALITY MA CEMENT N INCLUDED. SWAMP SITE PLAN ON I S. II. PLATTING SFIEET(S)---=---- -- -- __:-----_. _--- . ❑ NOT REQUIRED DUE T ❑ DETENTION. POND iNTA1 G BY.— � OUTFACE TO ❑ H.C. Ro SIDE DITCH A. SUBDIVISION .PLAT G CD DRAINAGE CH KNIT N0. CI EXISTING C. STORM S ER ❑ LETTER FROM. DIST T UTHORIZING SERVICE URBIN ❑ TO HCFCD ❑ PROPOSED PLAT / T ❑ OTHER . . _ , �. ❑ TO HARRIS COUNTY SIDE DITCH AND CONNECTION . ❑RECORDED PLAT / EP T ilL PERMANENT ST WAT R U TY TURFS j .1. ISLANDS' AND MEDIANS REQUIR STANDAR 6 CURBING ROAD NAME: ROADSIDE DITCH OUTFALI_: _ CFS ❑ TCEQ APPROVAL FO TER SYSTEM AND _______ ____ __ _____ I ALLOWABLE .OUTFALL RATE: 0.0027 LF Frontage -- _ (CFS) PLAT NAME: _ --���— ❑VEGETATIVE CONTROLS US (FILTER RIP; GRASSY SWALE, URBAN FORESTRY ❑ STANDARD s CURBING PRO OSED PERMIT FOR WAST ATER SYSTEM. PLAT NUMBER _M.______ _ ___ AT MEDIANS AND ISLANDS STATIC W.S.E. ®OUT ILL IS __.__ PROPOSED OUTFALL RATE: DETAILS AND CALCULATI S APPEAR ON EET S 1 OSE E EPT ( — ❑ 4 x 12 CURBING PROP ❑ - ❑ 0$SF SUBDIVISI PLANNI REPORT [] N0 PLAT RE IRED � ❑PROPOSED STORM EWER Is suBMERG_ . ❑ .POND STRUCTURE U D (WET, DRY, WETLA 5) DETAILS AND CALCULATIONS NS ❑ STORM SEWER OUTFALL I TRAFFIC CON ERATIO - - V STORM SEWE OUTFA L CAPACITY ALLOCATED TO RACT FRO D. A. MAP: (CFS) B. STREETS PROP ED APPEAR ON SHE I MEDIAN CUTS FROM DRAINAGE AREA AP DATED: 111. MO T OF F OW ❑ PUBL{C OSED CAPACITY LOCATED TO TRACT FROM D. A. AP: (CFS) PREPARED BY: - - _ ___-- -------.,...-------- ❑ NO MEDIAN CUT OR RELOCAT N IS PR ACTUAL OUTFACE £: — (CFS) ❑ PRIV ❑ HYDRODYNAMI TYPE SEPARATOR MODEL: El MEDIAN MODIFICATIONS ARE HOWN ON EET FROM D AINAGE AREA MAP DATED: ❑ RESIDE AL: LO OR UNITS ❑ PU IC &PRIVATE PREP ED BY: IV, PQMPE £ i a E ❑ COMM CIAL: AVER E DAILY FLOW ❑ NE ❑ OTHER(S)• ACT L OUTFALL RATE: _ ___ _ . (CFS) E IG T U N NE VOLUME THAT AVITY FLOWS: _ — _ ACRE FEET ❑ OT III. JURI ICTIONS II ACRE FEET NO LEFT RIGHT TUR LANE IS PROPOSED VOLUME THA IS PUMPED: - ❑ / CITY OF HOUSTON• - I! REQUIRED ON ALL PROJECTS, Ill IF NOT IXEMPT OR "GRANDFATHERED" ❑ LEFT / RIGHT TURN NE IS SHOWN ON SHE N E YSTE FLOW R TE ENTRANCE ELOCITY INTO ROADSIDE DITCH V I NOTES: ❑ CITY OF INCLUDE.PROJECT TITLE; HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER,. OR STO SEWER: 1. COMPLETE FOR ALL PROJECTS THE NAME OF THE PERMITTING AUTHORITY IF OTdER THAN HARRIS *COUNTY. DETENTION: cam' ECIFICATIONS AND OPERATING PLAN It. COMPLETE FOR ALL PROJECTS. ❑ ETJ, CITY OF HOUSTON I T C C NT L N FLOW PRIOR TO PUMP 111. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED ❑ ETJ, CITY OF p NO WORK IN T RIGHT OF WAY IS PROPOSED THAT FLOW AFTER DETENTION (IF REQUIRED): APP ON SHEET ❑ NO ETJ i WOULD INTERF E WITH TRAFFIC FLOW S I V C COU 5 I ❑ TRAFFIC CON OL SHOWN ON SHEET • LL PIPE SIZE: HCPID SIGNATURE BLACK i OUTFA V. T A FIC I N RESTRICTOR PIPE SIZE: PROJECT NAME: ❑ NO TRAF C SIGNAL IS EXISTING / PROPOSED BOXES AND LOOPS 1 � ©I"' ❑ EXISTI TRAFFIC SIGNAL DEVICES (T.C. ) SHOW ON SHEET ❑ PRO OSED TRAFFIC SIGNAL (BY OTHERS) ADDRESS: FLOOD PLAIN STATUS T F IC IMP AN LY IS G ERA ► 'o M T�of ANALYSIS IS REQUIRED V. UNOB5TRUC D IBI E E WAS ACCEPTED BY THE FOLLOWING .GROUPS FOR THE .PURPOSES LISTED .BELOW: ❑ 0 TRAFFIC IMPACTFIR PANEL(S) FOR PROPERTY: ANALYSIS HAS BEEN APPROVED ON DATE:.--- ❑REQUIRED D SHOWN ON SHE TRAFFIC IMPACT A FIRM ANEL(S) DATE: -'ENGINEERING- DNISION.—.. _. _ � • , __ ' STATU OF PROPERTY ON . MAP ❑NOT UIRED AP -----____-- ❑ E TIRELY LOCATED IN UNSHADED ZONE „Xs' ZONE „ M ®PdgO(s)- ❑ LO TED PARTIALLY .IN ANY A ZONE OR SHADED DELI FATE FLOODPLAIN BOUNDARY ON CONSTRUCTION D WINGS CPC 101 FORM MAY BE REQUIRED BY INTERPOSE No OBJECTION DATE (DRAI GE LAYOUT PG. NO._ _) (BASE FLOOD LEV ) ' ❑ LOCATE ENTIRELY IN ANY "A" ZONE OR SHADED. ZO "X", INDICAT SASE FLOOD LE'JEL-- -) `D T' pY AS VI ..,�,D, OR DATE ( _ - RIGHT -OF 10 E. UIRED 9. - w. _ . . � •-� ' LOODPLAIN � •, RK IN HCFCD RIGHT r LOCATED !� THE 1 iITTS RE'Q •- 0 PA N(>•- DRAINAGE ONLY FLLA) C'`TTROL DISTRIC •y.,�CRIT RIA T CONSTRUCTION COST. _ ❑ LOCATED IN YPRE���'CREEK LOMR 08--06-23 P ---- I • 1 TOTAL 7 �.,• n O LOCATION AL �T ESTIMATED SITE C ..... {INDICATE BAS FLOOD LEVEL— ter_ —) LL (EXCLUDING ENCLOSED.BUILDfNGSjSTRUCTURES) :�7����i.11���%� g•�• S T CATION OF !TENS IN COUNTY RIGHT OF WAY DATE .. - SITE REMOVED OM FLOODPLAIN BY LO A _ WATER DETENTION BASIN RC"'TING TABLE OR LOMR—F CA NO.� ❑ OUTFACE _ STORM _ _ _ _ _ _ ,� ... ❑ UTILITY CROSSIN : '� ST""�� WATER QUALITY 1 E(, J-YR EVES - HOURs OTHER �. J ROADWAY BRIDGE ERT CROSSING I l BY - DETENTION BASIN DRAINAG rccr+ _ .'2ES MAX BASIN DRAIN TIME , ❑ �_ ❑ / ❑ PHASE II PERMIT CLASS I AS To S. A WATF'.. ,1ALITY DATE • PEAK- POST -DEVELOPED PEAK DETENTION BASIN. -MAXIMUM WATER PEAK STORAG . STORAGE RATE ❑ FILL ACTIVITY / RAINFALL EVENT PROBABILITY PRE- ELOPED P ELEVATION INFORMATION CFS RUNOFF CFS PEAK OUTFLOW CFS SURFACE ELEVATION VOLUME A (AC -FT PER AC) ❑ REHABILITATI OF CHANNEL ❑ PHASE II PERMIT CLASS II CRITICAL FACILITY ' RUN o ADDITIONAL COMMENTS:.. : ' •. - BENCHMARK USED 1D� ExCEEDANCE (10-YEAR) ❑ HARRIS COUNTY FLO PLAIN FERENCE MARK ❑ MAINTE CE ❑ DRIVEWAY WITH CULVERT CURB AND GUTTER HARRIS-GALVESTON C STA SUBSIDENCE DISTRICT ❑ T RARY CROSSING f ❑ ❑ SEPTIC (EXISTING) ❑ SEPTIC (PROPOSED) 1i. ExcEEDANCE (too -YEAR) BENCHMARK (FOR COA AREAS) THEIR TADDITIONAL CRITERIA FOR PUMPED DETE ON BASINS: DESCRIPTION OF BENCHMARK 1 UDING ELEVATION, DATUM AND + 'ram •❑ NOTICE OF DETENTION REQUIRED YEAR of ADJUSTMENT (zoos ) HARRIS COUNTY FLOOD. CONTROL DISTRICT � � � -•`' • - VOLUME OF PUMPED 1% EXCEEDANCE STORAGE V ME _ —AC=FT % OF TOTAL VOLUME ❑ FILL AFFIDAVIT REQUIRED MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD C NEL a FT./SEC. I R EC HEAD CONDITIONS. , DRAIN TIME FOR BASIN s HOURS BAS ON il� PERMIT NTE POSE NO OBJECTION ❑ US ARMY CORPS ENGINEERS NATIONWIDE ❑ BUILDING PERMITS (N0. OF. BUILDINGS ) BY DATE US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS F HCFCD RIGHT -of -WAY STORMWATER INAG£ DESIGN .REPORT PERMIT NUMBER(S) �_ ❑SUBDIVISION INFRASTRUCTURE PHASE II . (No: OF LOTS - _ ) FOR ITEMS LOCATED OUTSIDE 0 ❑ APPROVED: i S ❑ OTHER NOTES: REPORT TITLE ❑ PROPERTY IES ENTIRELY THE ASE FLOOD LEVEL Q NO PERMITS REQUIRED FOR MS LOCATED WITHIN EXISTING HCFCD - REPORT DATE ENGINEERING FIRM BY • DATE ADMINISTRATOR HCFCD PROJECT # AND IN ADED ZONE EXPLAIN: ITEMS CATED N E NG D RIGHT-OF-WAY DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ❑ PROPE LIES PARTIALLY OR ENTIRELY ELOW THE BASE FLOOD LEVEL WORK IN HARRIS COUNTY R.O.W. APPROVED: AMAPC MMARY(APPLIES ONLY TO PO ON OF LAND LOCATED WITHIN ❑ . UTILITY / DETENTION FOR THE PROPOSED WORK TAINED i THESE PLANSAS IS PROVIDED BY OTHER PLANS: FLOOi FLOODPLAIN AS DELINEA BY FIRM PANEL). --- _ BY DATE STORMWATER FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY i TITLE A. TOTAL OLUME OF MATERIAL PROPOSED TO BE P ED WITHIN THE FIRM ❑ OONSTRUCTION�___ PLAN TI DEL TED FLOODPLAIN (FILL, BASE, CONCRETE, A HALT, ETC.: ._,. HCFCD PROJECT # ) OTHER �!-��+a ADDITIONAL COMMENTS: ENGINEERING FIRM DATE SIGNED BY HCFCD Le BELOW ELEVATION (2001 ADJ.) CUBIC YARDS OF DETERMINATION - �I Rt�FERENCE•..,,� BASIS SEE SHEET OF THESE PLANS. B. TAL VOLUME OF MATERIAL PROPOSED TO BE REMOV FROM THE FIRM ❑ ENVIRONMENTAL CONSULTANT REPORT STANDARD NOTES DELINEATED FLOODPLAIN:- i.e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS BY __— . REPORT TITLE _ _ 11 1 HCFCDt SE MEET OF THESE PLANS. FILL AREA IN FLOODPLAIN IS SHOWN ON SHEET REPORT DATE _ 1 1 CURB VAMPS / SIDEWALK THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE. PROJECT, INCLUDING ALL SUPPORTING DATA PROPOSED RIGHT CURB RAMPS PROPOSED YES ❑ NO AND CALCULATIONS HAVE BEEN COMPLETELY, CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED V. E ER TOP SHE S FOR. EXISTING AND PROPO ❑ OTHER _ __ r BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE. IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEERS OF WAY DELINEATION AND MPLETE RECORDING INFORMATION TO INCLUDE NOTES SIDEWALKS PROPOSED ❑ NO RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE CLERK'S FILE NUMBERS, P£ OF ESTATE (e.g., DRAINAGE EASEMENT, I I. COMPLETE FOR ALL PROJECTS AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED .REGULATION OR ORDINANCE FEE STRIP, ETC.} AND RANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) , If. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN A. HOME BUILDER ❑ YES RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED B. DEVELOPER ❑YES UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS. ❑CONK REQUIRED ❑CLOMR REQUIRED Imo'- III. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL j PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT C. H.O.A. AY s ENGINEER'S CERTIFICATION 'A Pic I NDTES• I POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. D. OTHERS saki. 33 L COMPLETE LY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. VERIFIED BY: I, , A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE It. COMP ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR I INFORMA' ION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM P POSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. PLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER I RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. COMPLETE ONLY OF PROJECT HAS WITHINOR OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION MIN. i HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT EXPRE SS REVIEW SHEET. NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE LANDSCAPING PRACTICE OF ENGINEERING AND PROFESSIONAL 'ENGINEERING LICENSURE. ❑ RED AND SHO EET(S) -- ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. ❑ I THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS THRU I SIGNATURE DATE .NOTES: A PERMIT I5 REQUIRED FOR' EACH SCOPE OF WORK ON SITE. R E V .. I S I 0 N S A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN -HC OR HCFCD ROW. REFER TO www eng hctx net/permits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. ' DATE SHEET NO. DESCRIPTION P.E. INITIAL N.C. APPROVED DATE i. � • „ _ �i i i � gull � . i �� u � i i . I � III . I A I � . YID �� .� �I i �� � BEGINNING OF PROJECT STA. XXX+XX H w H Q w 0 w H C � w 0 H F— w w OLU Li Li� O cn w w w 0 0 0 C I X X A 0 --� X X X X X I COUNTY ROAD X - X X X X X X X OOB D w 0 o � c 0 H H o H o w o o A H O o v� END OF PROJECT STA. YYY+YY LEGEND ® CONSTRUCTION AREA _ 0 OPEN TO TRAFFIC l l� HI"/Y WORK VEHICLE , ...) SIGNSD FLASHING ARROW BOARD (OPTIONAL) NOTES SIGN P l� OST 1. ALL ADVANCED WARNING SIGNS TO BE SET PRIOR 9. ALL PORTABLE SIGNING L7LMS AND CONES ~ "' • TUBULAR MARKERS ,CONES OR DRUMS TO START OF CONSTRUCTION ACTIVITIES AND TO REMAIN SHALL BE REMOVED AT THE END OF EACH DAY. IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE 10. AS OVERLAY IS COMPLETED ALL CHANNELIZATION • o FLAGGER OBSERVE COMPLETE AND ACCEPTED BY HARRIS COUNTY. WARNING ROAD WORK A SHALL BE MOVED ON TO LANE LINES TO OPEN _ . EO THE CONTRACTOR WILL COORDINATE WITH THE X = 'SIGN: SPACING SIGNS O NEXT YY MILES —► HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT, CENTER LEFT TURN LANE TO TRAFFIC. STATE LAW ENGINEERING DIVISION IN ESTABLISHING TRAFFIC ROUTES 11. IF WORK ZONE IS NEEDED OVERNIGHT ALL CONES L = TAPER LENGTH G20-1br AND LOCATION OF SIGNS: YY DISTANCE TO BE DETERMINED OR TUBULAR MARKERS SHALL BE REPLACED WITH R20-3 2. LANE CLOSURES SHALL BE DURING OFF PEAK HOURS BY ENGINEER. DRUMS W/VP S AND TEMPORARY PAVEMENT ONLY MON—FRI AM— PM ( BOUND) MARKINGS SHALL BE IN PLACE FOR NIGHTTIME MON—FRI AM— PM ( BOUND) OPERATION AS DIRECTED BY THE ENGINEER. TYPICAL TRANSITION LENGTHS 3. ALL SIGNS MARKED (*) SHALL HAVE WARNING FLAGS MOUNTED ON TOP OF THE SIGN. 12. SIGN R20-3 IS REQUIRED IN ADVANCE OF AND... ROAD 4. AVEMENT DROP—OFF SHALL NOT EXCEED 2'PROJECT LIMITS. SUGGESTED MAXIMUM SPACING OF DEVICES MAX.. . ROAD WORK © 13. ACCESS TO EXISTING BUSINESSES OR RESIDENCES WORK O 5. POLICE SHALL BE NEEDED TO CONTROL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. �-- NEXT YY MILES AT ALL MAJOR INTERSECTIONS. NEXT YY MILES G20-1b1 6. ALL FLAGGERS SHALL BE IN RADIO CONTACT WITH G20-1 EACH OTHER AT ALL TIMES. 7. ALL PAVEMENT MARKINGS COVERED BY OVERLAY SHALL BE REPLACED BEFORE OPENING TO TRAFFIC CONSTRUCTION WARNING 8. ADVANCE SIGNING SHALL BE PLACED A MINIMUM OF SIGN SPACING END ROAD WORK DE0 WEEKS IN ADVANCE CONTRACTTOR SHALL NOTIFY 0E POSSIBLE O RRIS COUNTY C © � NEXT XX MILES ENGINEERING DEPARTMENT AT LEAST TWO WEEKS O PRIOR' TO ANY CONSTRUCTION. ROAD WORK NEXT YY MILES —► G20-2a G20-1a NAME ROAD ADDRESS CITY WORK X=SIGN SPACING ` STATE L=TAPER * 85th Percentile Speed may be used on roads where traffic speeds normally exceed D O AHEAD 2XL=TANGENT the posted speed limit. O CONTRACTOR EXISTING POSTED SPEED LIMIT = ** Toper lengths have been rounded off. G20-6 CW20-1D CONSTRUCTION ZONE DESIGN SPEED LIMIT NO. REVISIONS DATE NAME PROJECT 11TLE 1 PART VI MUTCD REVISIONS 3 18 97 ALP �i1s Q DRAWN BY. TRAFFIC CONTROL GUIDELINES JOB NO: HARRIS COUNTY 2 NEW PLAN BLOCK 7 21 98 ALP M.D.A. PROJECT APPROACH SIGNING CK'D BY: - FlLE NAME -- PUBLIC INFRASTRUCTURE DEPARTMENT TCP-1 SCALE: FllE NO: 183g N.T.S. ENGINEERING DIVISION �� � DATE: O6 O7 94 APPROVED BY. SHT NO. / Posted X Speed or Min. 85� Speed Distance (MPH) (feet) 30 or .less 120 35 160 40 240 45 320 50 400 55 500 65 750 Minimum Desirable Taper Lengths *" Suggested Maximum Spacing of Device Posted Speed Formula 10' Offset 11' Offset 12' Offset On a Taper On a Tangent 30 WS2 L= 60 150' 165' 180' 30' 60'-75' r 30 205' 225' 245' 35' 70'-90'. 40 265' 295' 320' 40' 80'-100' 45 L—WS 450' 495' S40' 45' 90'-110' 50 500' 550' 600' 50' 100'-125' 55 550' 605' 660' 55' 110'-140' 60 600' 660' 720' 60' 120'-150' 65 650' 715' 780' 65' 130'-175' G:\projects\ocadlO\TRAFCTRL\tcp—I 19970404.1215 1 • I I I A. I d IY . Y . 11 TYPE 3 RAMP TYPE 7 RAM P 5)-Oly MIN. RAMP LIMITS OF PAYMENT FLARE -- cA 1:10 SLOPE y DETECTABLE WARNINGS CURB RAMP 2'-0" MIN. CONCRETE CURB RUN AT 1:12 SLOPE PLANTING OR OTHER NON -WALKING SURFACE COMBINATION CURB RAMP N.T.S. TYPE 12 ACCESSIBLE CURB RAMPS AND LANDINGS GENERAL NOTES: W W 1. THE DESIGN AND CONSTRUCTION OF ALL ELEMENTS OF PEDESTRIAN FACILITIES SHALL MEET THE CRITERIA Y PLANTING OR OTHER ESTABLISHED IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS), AS PREPARED Q w W W W NON -WALKING SURFACE AND ADMINISTERED BY THE TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR), UNLESS W W W OTHERWISE DIRECTED BY THE ENGINEER. ,Ln V / W CONCRETE W CURB 2. PEDESTRIAN FACILITIES AT SIGNALIZED INTERSECTION SHALL BE IN ACCORDANCE WITH APPLICABLE TRAFFIC SIGNAL DESIGN DRAWINGS. 5,_0„ x 5,_0„ DETECTABLE _ LANDING WARNINGS 3. ADJUSTMENT TO SIDEWALKS THAT CONNECT TO WHEELCHAIR RAMPS AND LANDINGS MAY BE NECESSARY TO W W W MATCH BOTH THE GRADE AND THE WIDTH OF -THE LANDING. THESE ADJUSTMENTS MAY NOT, BE SHOWN ON THE DRAWINGS. WHEN DEEMED NECESSARY BY THE ENGINEER, FIELD ADJUSTMENT TO THE SIDEWALK 4'-0" MIN. I SHALL BE MADE AS DIRECTED BY THE ENGINEER AND PAID FOR SEPARATELY, AS DIRECTED BY THE RAMP WIDTH 1 I I. CROSSWALK ENGINEER. 4. ALL ITEMS NECESSARY FOR THE CONSTRUCTION OF THE WHEELCHAIR RAMPS AND LANDINGS WITHIN THE RAMP LIMITS "LIMITS OF PAYMENT" INDICATED ON APPROPRIATE WHEELCHAIR RAMP DETAILS AND DESIGN DRAWINGS (I.E., OF PAYMENT ►v SAW CUT OF PAVEMENT. REMOVAL OF MATERIAL, EXCAVATION, DISPOSAL OF MATERIALS, ETC.) SHALL BE W CONSIDERED INCIDENTAL TO THE COST OF THE WHEELCHAIR RAMP FOR PROJECTS THAT ARE DESIGNED W W SIDEWALK AND/OR CONSTRUCTED USING HARRIS COUNTY RESOURCES. y_ 6" CONCRETE 5. FLATTER SLOPES THAT WILL STILL DRAIN PROPERLY MAY U WHERE T TO TH L A BE USED ERE SUBJEC E W W REQUIREMENT OF NOTES 7, 8, AND 9. DETECTABLE 6. RAMPS AND LANDINGS WITH DROP-OFFS GREATER THAT 6 INCHES IN HEIGHT SHALL HAVE CURB, J I;I� WARNINGS RAILINGS, OR PROJECTING SURFACES. REFER TO TEXAS ACCESSIBILITY STANDARDS (TAS) AND THE CONCRETE Q ENGINEER. CURB lI � 7. ALL SLOPES SHOWN ARE MAXIMUM ALLOWABLE THE CROSS SLOPE OF AN ACCESSIBLE ROUTE AND/OR LANDING MUST NOT EXCEED 1:50 (2%). ANY PART OF THE ACCESSIBLE ROUTE WITH A SLOPE GREATER PLANTING OR OTHER y 5'-0" x 5,_0„ THAN 1:20 (5%) SHALL BE CONSIDERED A RAMP. NON -WALKING .SURFACE y y y y y y y LANDING 8. IF A RAMP HAS A RISE GREATER THAT 6 INCHES, OR A HORIZONTAL PROJECTION GREATER THAT 72 y y y y y y y y y y INCHES, THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. THE ONLY EXCEPTIONS SHALL BE AT CURB RAMP LIMITS y y yy yyyy yy y yy y yy y COMBINATION DIRECTIONAL CURB RAMP RAMPS. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. OF PAYMENT y y y y y y yy y y /� N.T.S. y y y y y 9. RAMP LENGTH OF GRADE OF APPROACH SIDEWALK SHALL BE SUBJECT TO ADJUSTMENT IN THE FIELD BY y y y y y VARIES THE ENGINEER. y y y y y 10. THE MAXIMUM ALLOWABLE CROSS SLOPE ON A SIDEWALK SHALL BE 2%. DETECTABLE WARNING GENERAL NOTES: y 1 1. THE MINIMUM THICKNESS FOR CURB RAMPS SHALL BE 4-1 2 INCHES. " /� // �� < mac, ... ' •v y y y y y y y / � r"� /._,.,, CONCRETE PAVER U�i -S ARE REQUIRED FOR USE IN HARRIS COUNTY. ALTERNATIVE�v )ETECTABLE ( ) °�� V� �•�'� y y y y y y y ,/� �/ -� WARNINGS THAT COMI L� WITH TAS AND TDLR GUIDELINES MAY BE SUBMITTED FOR • 1 12. CURB RAMPS WITH RETURN CURB MAY BE USED ONLY WHERE . PEDESTRIANS WOULD NO I'''NORMALLY WALK P y CONSIDERATION TO HARRIS COUNTY PRIOR TO THE FINAL APPROVAL OF DESIGN DRAWINGS. ACROSS THE RAMP. OTHERWISE FLARED SIDES SHALL BE PROVIDED. 4'-0" RAMP CONCRETE WIDTH,-_ CURB (' DETECTABLE '�'12. CONCRETE PAVER UI� p SHALL .MEET ALL REQUIREMENTS OF ASTM C936, C33, ANA') SHALL BE 13. '`)JRB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY C0� INED WITHIN ,.THE MARKI��S. FLARED WARNINGS LAID IN A TWO BY TVv0 UNIT BASKET WEAVE PATTERN, UNLESS OTHERWISE SHOWN",1N THE 51DES ASSOCIATED WITH CURB RAMPS ARE EXCLUDED FROM rHIS REQUIREMENT. PLANS. 3. 14. A SMOOTH TRANSITION, IN ACCORDANCE WITH APPROPRIATE CONSTRUCTION DETAILS OR AS DIRECTED BY CONCRETE PAVER" UNITS SHALL BE BRICK RED AND HAVE A TRUNCATED DOME TOP SURFACE THE ENGINEER, , AND SHALL BE PROVIDED WHERE CURB RAMPS CONNECT ,TO ADJACENT ROADWAY. FOR DETECTABLE WARNING TO PEDESTRIANS. DIRECTIONAL CURB RAMP WITHIN RADIUS 4. 15. MANEUVERING SPACES AT THE BOTTOM OF THE CURB RAMPS SHALL BE A MINIMUM 4 FOOT X 4 FOOT N.T.S. CONCRETE PAVER UNITS SHALL BE SAW CUT ONLY AND ANY CUT UNIT SHALL BE NOT LESS CLEAR AREA, SHALL BE WHOLLY CONTAINED WITHIN THE CROSSWALK OUTSIDE OF THE PARALLEL THAN 25 PERCENT OF A FULL UNIT. VEHICULAR TRAVEL PATH. - 5. ,> Y W W PLANTING OR OTHER » TYPE 9 4 -0 MIN. Q NON -WALKING SURFACE DETECTABLE WARNING SHALL BE A MINIMUM OF 24 IN DEPTH (IN THE DIRECTION OF 16. A MINIMUM WIDTH OF 36 INCHES SHALL BE PROVIDED LANDINGS AROUND OBSTRUCTIONS (I.E., SIGN RAMP WIDTH w W PEDESTRIAN TRAVEL), AND EXTEND THE FULL WIDTH OF THE RAMP. (REFER TO TAS AND TDLR SUPPORTS, SIGNAL SUPPORTS, POLES, ETC.) LOCATED TO ADJACENT TO THE PEDESTRIAN ROUTE. o GUIDELINES) u y CONCRETE 17. MINIMUM SIDEWALK WIDTH OF 4 FEET UNLESS OTHERWISE DIRECTED BY THE ENGINEER. W W CURB _ 5 -0 x 5 -0 W W W RAMP LIMITS 18. CROSSWALKS WILL NOT BE REQUIRED AT UNSIGNALIZED INTERSECTIONS, UNLESS DIRECTED BY THE LANDING W W W W W W W W TRUNCATED DOME PATTERN ENGINEER. OF PAYMENT , W DETECTABLE 19. DETECTABLE WARNINGS ARE PLACED WHERE A PEDESTRIAN ACCESS ROUTE ENTERS THE ROADWAY, 2,-0" MIN. CURB �. �. �. �. WARNINGS CROSSWALK, OR OTHER VEHICULAR AREA. ALIGNED WITH W W W W W W 7 13/16" 0 98" EQ. SP 98" 20. A MINIMUM OF 32 INCHES OF . CLEARANCE IS REQUIRED FOR OBSTRUCTIONS LESS THAN 24 INCHES IN CROSSWALK LENGTH, AND A MINIMUM OF 36 INCHES OF CLEARANCE IS REQUIRED FOR OBSTRUCTIONS GREATER THAN W W W �� ,fir • ©1.95" 0,9 OR EQUAL TO 24 INCHES IN LENGTH. la CROSSWALK 0.98 1.9 2 " SIDEWALK W W 2.375" • W W W W W W W W W Ill 0.200" '.. W W W W W W W W Y MANEUVERING SPACE 0.98" ul � ihl 4,_0„ x 4,_0 cn o PLAN VIEW CONCRETE' SCALE: = 6 ELEVATION VIEW II CURB l SCALE: 1 „ 6„ DIAGONAL CURB RAMP(RETURNED CONCRETE PAVER WITH CURB) TRUNCATED DOME SURFACE N.T.S. NO. REVISIONS DATE NAME �s 0 0- Al UPDATED DEPARTMENT NAME 2/17/15 RS �� &.lfr e., a ENGINEERING DEPARTMENT IJ 1_) 1__ I A�lld Go/IPJI (".)1;mA 1I(X",J PROJECT TITLE: DRAWN BY: HCED JDZ STANDARD CK D BY: SHEET DESCRIPTION: PDG ADA RAMP DETAILS 10 SCALE: AS NOTED SHEET NO: DATE: APPROVED BY: 5 /31 /13 / 0° NOTES: 1. THIS DRAWING APPLIES TO BOTH PUBLIC AND PRIVATE PROJECTS. 2. SAWCUT EXISTING DRIVEWAY AT R.O.W. LINE OR AS SHOWN ON DRAWING AND REMOVE EXISTING DRIVEWAY TO SAWCUT LINE. WITH EXPANSION WITHOUT EXPANSION 3. IF THERE _IS EXISTING CURB ON DRIVEWAY, CONNECT PROPOSED CURB TO JOINT JOINT EXISTING CURB; OTHERWISE TAPER CURB HEIGHT AS SHOWN. ISOLATION JOINT 4. SEE PAVEMENT DETAIL SHEET FOR CONCRETE CURB REINFORCEMENT. R.O.W. ............................................................................................... -� ...................... ... .................. ............................ k..:l----- --- ---- ,a SLOPE SLOPE , XX t.A 1:48 MAX. 1:48 MAX. FUTURE SIDEWALK �. FUTURE SIDEWALK 1 l �� �.. ISOLATION JOINT END OF CURB 4 ISOLATION SEE PLAN AND PROFILE JOINT SHEETS FOR RADIUS BACK OF DRIVEWAY TAPER CURB TO 2" HEIGHT CURB (TYP.) WITHIN 2 FEET POINT 0 F TANGENCY 6" BLOCKOUT � FACE OF KEYED CONSTRUCTION JOINT CURB CONCRETE PAVEMENT m GUTTER LINE L * = LENGTH OF ARC FROM THE BACK OF CURB TO R.O.W LINE EXTEND EXISTING EXPANSION JOINT FROM STREET INTO PROPOSED DRIVEWAY, PLAN VIEW ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. R.O.W. „ FUTURE 4 1 /2 FUTURE 3/4 BOARD ISOLATION JOINT #5 (GRADE 40) L�� BARS CONCRETE (COMMERCIAL) 10" THICK REINFORCED 4'-0" (MIN.) 2 —0" THICK SIDEWALK (TYP.) OR 1 /2"NON—EXTRUDING x 36 AT 18 C—C PREFORMED JOINT (TYP.) SIDEWALK (MIN.) I ISOLATION PROPOSED DRIVEWAY PROPOSED ROADWAY GUTTER LINE MAX. SLOPE JOINT PAVEMENT CROSS SLOPE (WIDTH VARIES) SLOPE 10% 1:48 MAX. ** 10 1:2 ** MAX• 0 (MAX.) * 1.20 (MAX.)( ) •.lS ..rr.a : r. ,'�'• n++• .'.'.T'..7.^.T. .^"tom . •� :• w.+,f�7..'C'�l• • �.. : A' �.... "• • t � .�' • '. / ,;. f• • • f µt,,. ..1'. 1. .. .fir' i1Ti'1 : d ::b..'i►lef.'.. f !: is Ll .•. R``!1 :'� �: fl r . r.�yt :�'f :•: •• Iiw•' • f . �.. "•f ' � • • • ,,.yh:.'1�\•. w n....'1.� S•. I`If f ..e.. • ..��YL r. .� ?.��• . •..:1'.. ..• r . ••1::;`.'r' f • .d � � may yyyy ."'.'r'.� p"-.i_ ' .. . re ..... •.arrJ.�••- -�''• I' •.•a1••y,�� .........�...a ..•• ... t•. •f . t� •r •' • Y"".'#1 r.�y • I• �p f4i i . 7 --%►.'ya''1'.':!T'l1:' "t:.. fi, ..:. ti taa4Y•.,.7 .i.� • a L �....•rrrr., r,\ .era: ••"'ti �'la:. r.. T�. 'r l • '• r I f , a . , y . ....• l.•1 "•.. J....,rjr,tat � • •f• • •y . PROPOSED FINISHED FUTURE 2" COMPACTED KEYED CONSTRUCTION JOINT " #5 BARS ® 18" C—C SUBGRADE (COMPACTED) , 76 SAND BEDDING (TYP.) COMPACTED PROPOSED 10" THICK 1 _6 BOTH WAYS SUBGRADE REINFORCED CONCRETE (IN DRIVEWAY PAVEMENT) SECTION A -A ** SIDEWALK SLOPES SHALL- COMPLY SECTION B-B » WITH THE TEXAS ACCESSIBILITY SCALE: 1 = 1 —6 " (DRIVEWAY SLOPES TO ROADWAY) STANDARDS 403.3 SLOPE NO. REVISIONS DATE NAME HARRIS COUNTY ENGINEERING DEPARTMENTENGINEER: &, as CONSULTANT LOGO INFORMATION FOR INTERIM REVIEW ONLY DOCUMENT INCOMPLETE: NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES P.E. SERIAL No. DATE' PROJECT TITLE: 1 UPDATED DEPARTMENT NAME 2/17/15 RSDRAWN BY: RS HCED STANDARD (� A A- BY: PDG DESCRIPTION:D SHEET DETAILS FOR A6 : „ 1 =3 0 COMMERCIAL DRIVEWAYS SHEET NO: / 10 29 14 FOR PRECINCT 3 PROJECTS