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HomeMy WebLinkAboutLA PORTE SHOPPING CENTER SITE PLANA HARRIS COUNTY CONSTRUCTION NOTES 1. Water lines, wastewater collection systems and storm drainage systems shall be designed and constructed in accordance with the CITY OF HOUSTON'S DEPARTMENT OF PUBLIC WORKS AND ENGINEERING "DESIGN MANUAL, STANDARDS CONSTRUCTION SPECIFICATIONS AND DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM SRAINAGE AND STREET PAVING", latest edition. 2. Reinforced concrete (C76 Class III) storm sewers shall be installed, bedded and backfilled in accordance with the City of Houston's Drawings 02317-02, 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 the subgrade. Contractor may backfill with suitable material, provided the backfill material is placed in eight (8) inch lifts and mechanically compacted to ninety-five (95)e/o standard proctor density. Tests shall be taken atone hundred (100) foot intervals on each lift. Bedding and backfill to one (1) foot above the rap of the pipe shall be cement stabilized send. 5. All proposed pipe stub outs from manholes or inlets ere to be plugged with eight (8) inch brick walls unless otherwise noted. 6. The contractor(s) 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) 316-3561 and written notification forty-eight (48) hours in advance of commencing construction at 10555 Northwest Freeway. Suite 146, Houston, TX 77092. 7. Paving shall be in accordance with the "Regulations 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 the "Regulations of Harris County, Texas for Flood Plain Management" prior to starting construction. 10. OWNER OR OWNER'S AGENT to obtain all notifications required by Harris County, Trams prior to starting construction of utilities and/or culverts within Harris County and Harris County Flood Control District Rights -of -Way. HARRIS COUNTY NOTES FOR UTILITIES AND PAVING IN PUBLIC ROW 1. "Notifications issued by Harris County Public Infrastructure Department -Arehitecmm and Engineering Division - Permit Office - required prior to construction of utilities or left trun lanes within Harris County and Harris County Flood Control District Rights -of -Way." Contact Harris County Permit Office (713) 316-3590. SHEET INDEX SHEET# DESCRIPTION COVER SHEET EXPRESS REVIEW SHEET C-1.0 SITE, UTILITY, DRAINAGE & DEMOLITION PLAN C-2.0 _ PAVEMENT - GRADING & DIMENSIONS & SWPPP P 3.0 LA PORTE SWPPP DETAILS C-3.1 LA PORTE SANITARY SEWER DETAILS C-3.2 LA PORTE SIDEWALK DETAILS C-4.0 TX DOT DRAINAGE SYSTEM MAP 10 1 C-4.1 TX DOT DRAINAGE SYSTEM MAP 2 DATE REV. NO. DESCRIPTION P.E. INITIAL H.C. APPROVED DATE 08/20/13 DOT DRAINAGE SYSTEM MAPS ADDED TO DRAWING SET HCFC CHANNEL & KEY MAP ADDED TO VICINITY MAP 09/18/13 2 CONSTRUCTION NOTE MUST REMAIN FOR HC APPROVAL 09/20/13 CITY OF LA PORTE Ell 1111 8920 SPENCER HWY. F, 1 L-9i 4 ik h 14 wkJ Ed • 'xT d . . . a ����� L - ■ HOUSTON, TX 77027 GENERAL NOTES 1. The Civil Drawings show the Site in it's final constructed configuratien. The General Contractor and his Subcontractors are fully responsible for the means and methods used to construct the work shown on the Civil Drawings and for full compliance with all job safety related regulations and conditions at the site. 2. All work shall conform to the City of La Porte Building Cade, latest edition. 3. All work in the front 150 ft of this site shall conform to the Regulations of Harris Co, TX for the Approval of Infrastructure, latest edition. 4. Contractor shall verify all dimensions and site conditions before construction and shall notify the owners representative of any discrepancies of differences from the construction documents. 5. The contractor, on behalf of the owner, shall obtain all construction perils prior to the commencement of work. 6. The work area shall be barricaded and illuminated during darkness and periods of inactivity; when in an area ofpublic access. 7. The contractor shall be responsible for the storage of material and equipment in a safe manner to prevent injuries during and after working hours until project completion. 8. The contractor shall be responsible for the shipping of all materials. The loading and unloading ofall pipe, valves, hydrants, manholes and other accessories shall be n accordance with the manufacturer's recommended practices and shall at all times be performed with care to avoid any damage m the material. It shall be the contractors responsibility to examine such material at the point of delivery and to reject all defective material. The defective material must be replaced with sound material. 9. All pipe and reinforcing steel shall be kept free of dirt and other debris, any damage to the coating ofthe various materials most be repaired m replaced 10. Access to all existing streets and driveways shall be maintained at all times. 11. All testing procedures required by the City of la Porte or Harris County and used on this project shall cmnfmm to the City of La Porte and Hams County Standards. Contractor shall be responsible for all tests required If arty test results do not meet the testing standards, such material shall be removed and replaced so that the testing standards can be met Test results shall be submitted to the engineer for review. 12. Additional Quality Control testing not required by the City of La Porte or Harris County is for the benefit ofthe owner and may be required at the ownces discretion. 13. The Developer and Contractor shall make himself familiar with and at a0 times shall observe and comply with all Federal, State and local laws, ordinances and regulations which in any roamer affect the conduct of the work STORMWATER QUALITY 1. Install Storm Water Pollution Prevention Features prior to any construction that may introduce pollutants into the storm drainage system. TRAFFIC CONTROL 1. The contractor shall be responsible for providing adequate flagmen, signing striping and warring devices, etc. during construction within the Public R.O.W. both day and night in accordance with the TXDOT "Manual of Uniform Traffic Control Devices". LANDSCAPING 1. The contractor shall protect all trees in or adjacent to work area. No trees shall be removed without permission of the owner. 2. All areas disturbed along side and back of lot easements or other unnecessary disturbances as a result of construction work shalt be seeded and fertilized in accordance with the seeding specifications. G'Y L� {mil l..i KH N 150 Years Improving Texas 15425 North Freeway, Suite 140 Houston, Texas 77090 Phone: 281.872.7600 Fax: 281. 872, 7601 F-10587 EMAIL: TEAM@ATKiNSONENGINEERS.COM WWW.ATKINSONENGINEERS. COM EARTHWORK NOTES I. AR Geo-technical Reports shall be available at the site office and the office of the engineer. 2. Verify any existing underground utilities and foundations and notify the engineer should modifications be required. 3. Prior to removing any existing paving, gravel, vegetation or organic matter, discuss stockpiling vs hauling off with the Owner and Architect. If to be hauled off the contractor shall dispose of the debris at a legal dump site. 4. Earthwork may only be used as fill if it is on the construction documents, not in the 100 year flood plain or if permitted by a Fitt Permit. 5. Remove any existing paving, gravel, vegetation or organic matter that will be under the proposed paving (minimum 4-6 inches deep) and extending out a minimum of 3 feet beyond the perimeter of the paving. 6. Once final sub -grade elevations are obtained, the sub -grade shall be proof rolled with a 20 ton pneumatic roller or equivalent 12 ton minimum. The earthwork subcontractor shall make at least two complete passes over the area. The second pass shall be perpendicular to the first pass. 0 18 Areas of the sub -grade that are observed to be wet soft "pumping" or weak shag be excavated to firm soil and replaced with properly compacted select fill. 7. As an alternative to replacement the Contractor may contact the Civil Engineer to discuss the possibility of treatment of these areas with drying or stabilizing agents as mentioned in the Site Drainage During Construction procedures. 8. After proof rolling and prior to placement of fift, the exposed sub -grade shall be tested for moisture content and density. The sub -grade should be within 2%of the optimum moisture content and have an in -place density of at least 95 % of the Standard Effort (ASTM D698) maximum dry density of the in -place soil. 9. If the moisture or density of the soil does not meet the above criteria, the sub -grade shall then be scarified; moisture conditioned, and recompacted to at least 95 % of the maximum dry density as determined by the Standard Effort (ASTM D698). The moisture content shall be 2%of optimum. 10. The fill material for the paving shall be inorganic sandy clay with a plasticity index between 10 and 20. The fill material shall be tested by the Goo -technical Engineer or representative for acceptability and a moisture density curve shall be established. 11. The fill shall be placed in eight inch loose lifts and compacted to at least 95 percent of the maximum dry density as determined by the Standard Effort (ASTM D698). The moisture content shall not exceed 2% of the optimum moisture content for select fill. Select fill material shall extend a minimum of 3 feet beyond the paving perimeter. 12. Plumbing and utility trenches within the paving area shall have piping bedded on 6 inches minimum of cement stabilized sand with 6 inch minimum all around. Back -fill the full depth and width of the trench to a minimum of I foot below the bottom of the paving. 13. The owner may choose to have a trained technician assigned to the project during earthwork operations to ensure that the work is performed per the earthwork specifications. 14. At the end of all construction, the contractor shall restore the existing facilities, property, including storm ditches, equal to or better than existing site conditions prior to construction. All disturbed green areas shall be seeded property. !r i La - I - - rr■ eLY to, a .a. H.C. CIVIL PROJECT #2027318 FOR QUESTIONS OR COMMENTS EMAIL: team®atkinsonengineers.com 0886 La Porte Shopping Center Eng-R2.dwg * 0.6762 AC TO H.C. MAINTAINED STATE HIGHWAY STORM SYSTEM NOTE: SEE 1989, 1995, & 2012 AERIALS 0 ATTACHED * 0,3101 AC, TO CITY OF LA PORTE DRAINAGE DITCH SHOWING ENTIRE SITE IMPERVIOUS. 0.9863 AC TOTAL j • PAVING NO PUBLIC PAVING 2. USIDENTIAL / SUBDIVISION DRAINA 3. COMMERCIAL / OTHER SITE DRAINAGE WATER AND WASTEWATER 5. DESCRIPTION OF PROPERTY 6. STORM WATER QUALITY 1. DESIGN THICKNESS OF PAVING 7' I. AINAGE SYSTEM TYPE I. TYPE OF SERVICE PROPOSED I. LEGAL DESCRIPTION 11. STABILIZED SUBGRADE TO A DEPTH OF 8" 1. PROPOSED DRAINAGE AREA ® MUNICIPALITY: cDr of LA PORTS A. ACREAGE: 1.0753 AC. OF LAND I. CONSTRUCTION PROTECTIVE MEASURES. III. DESIGN STRENGTH OF CONCRETE 3000 psi IV. TYPE AND PLACEMENT OF STEEL: i4 BARS O 18" x 36" ❑ ORM SEWER ❑ NEW DEVELOPMENT AREA: ❑ MUNICIPAL UTILITY DISTRICT: I$1 S PPP SITE PLAN AND DETAILS ON SHEET(S) C-2 ( )------------- ❑ DSIDE DITCH DO RE -DEVELOPMENT AREA (AMOUNT INCREASED ❑ OTHER DISTRICT: DRIVEWAYS (EXISTING DRIVEWAY) IMPERVIOUS AREA): 0.9863 AC. * B. ❑SUBDIVISION: N/A II. APPLICABILITY FOR PERMANENT FEATURES. I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: 0 Ii. DESIGN ETHOD USED ❑ PRIVATE WATER AND WASTEWATER SYSTEMS ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. 11. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ❑ CITY 0 OUSTON FREQUENCY _Al❑ ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF n SURVEY & ABSTRACT: WIWAM JONES SURVEY ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE ON SHEET N/A ❑ OTHER NEW AR ---X---- RE .65 ❑ INDIVIDUAL WATER WELL AND OSSF ABSTRACT 482 TOTAL IMPERVIOUS SURFACE EXISTING PLUS PROPOSED IS LESS THAN 1 ACRE. ( ) DETENTION REQUIRED �k ❑ 1.00 ❑ OTHER: FIRE APPARATUS ACCESS ROAD ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. III. DRAINAGE SYST OUTFALL H.C. WASTE WATER PERMIT/REQUEST NO. C. ADJACENT ROADS: SPENCER HIGHWAY N REQUIRED AND SHOWN ON SHEET(S) C-2 PROP = ACRE FEET ______ ® STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED ❑ NOT REQUIRED DUE TO ❑ TO DETENTION ND ® BY CITY OF LA PORTE ❑ DETENTION POND INTAINE Y Ill. OUTFALL II. PROOF OF CAPACITY OUTFALL TO ❑ ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON CURBING H.C. ROADSIDE DITCH ❑ TO HCFCD DRAINA DITC NIT NO. ❑ II. PLATTING SHEET(S) () I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING EXISTING H.C. STORM SEWER A. SUBDIVISION PLAT ❑ TO HARRIS COUNTY E DITCH �j OTHER HARRIS CO. MAINiaNm SPENCER HIGHWAY STORM SEWER ❑ LETTER FROM DISTRICT AUTHORIZING SERVICE ❑PROPOSED PLAT /REPEAT ---------- --------------------- 11. DO STANDARD 6" CURBING PROPOSED ROAD NAME: ROADSIDE DITCH OUTFALL: AND CONNECTION ❑ RECORDED PLAT / REPLAT III. PER N S A D 4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDSLLOWABLE ❑STATIC W.S.E.wsE®ouTFALL I OUTFALL RATE: 0.0027 x ___ LF Frontage = (CFS) ❑ TCEQ APPROVAL FOR WATER SYSTEM AND PLAT NAME: - - ------ ---------------- El VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY) _ _ _ PROPOSED OUTFALL RATE: PERMIT FOR WASTEWATER SYSTEM. PLAT NUMBER TRAFFIC CONSIDERATIONS ❑PROPOSED STORM SEWS sue cED. ❑ OSSF SUBDIVISION PLANNING REPORT DETAILS AND CALCULATIONS APPEAR ON SHEET(S) () ------------ I. MEDIAN CUTS IV STORM SEWER OUT L ❑ STORM SEWER OUTFALL CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: 4.48 (CFS) ®NO PLAT REQUIRED ❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS RA NO MEDIAN CUT OR RELOCATION IS PROPOSED FROM DRAINAGE AREA MAP DATED: 02/20/91 -- _ B. STREETS PROPOSED APPEAR ON SHEET(S)____________ ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET CAPACITY ALLOCA TO TRACT FROM MAP: _(CFS) PREPARED BY: TX. D.O.T. III. AMOUNT OF FLOW ❑ PUBLIC FROM DRAINAGE EA MAP DATED: PREPARED BY: ACTUAL OUTFALL RATE: �_____ 2.18______ (CFS) ❑ RESIDENTIAL: El PRIVATE LOTS OR UNITS El HYDRODYNAMIC TYPE SEPARATOR MODEL: _________________________ II. LEFT / RIGHT TURN LANE ACTUAL QUTF RATE: (CFS) PUMPED"U"PED DETENTION FACILITIES❑ COMMERCIAL: [:1 PUBLIC & PRIVATE AVERAGE DAILY FLOW ® NONE ❑ OTHER(S): DO NO LEFT / RIGHT TURN LANE IS PROPOSED THAT GRAVITY FLOWS: ___________ ❑ OTHER: ❑ LEFT / RIGHT TURN LANE IS SHOWN ON SHEET VOLU IS PUMPED: E FEET III. JURISDICTIONS V. DRAINAG YSTEM FLOW RATE ENTRANCE TO ROADSIDE DITCH * ❑ CITY OF HOUSTON II - 11 REQUIRED ON ALL PROJECTS, IN IF NOT EXEMPT OR 'GRANDFATHERED' III. TRAFFIC CONTROL PLAN FLOW P R TO DETENTION: OR STORM SEWER. x4IEi _ ®CITY OF LA PORTS * * INCLUDE: PROJECT TIRE, HARRIS COUNTY PROJECT NUMBER, AND SWO PERMIT NUMBER, OR NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT FLOW ER DETENTION (IF REQUIRED): CFS COMPLETE FOR ALL PROJECTS PUMP SPECIFICATIONS AND II. COMPLETE FOR au PROJECTS. * ❑ ETJ, CITY OF HOUSTON THE NAME OF THE PERMITTING AUTHORITY IF OTHER THAN HARRIS COUNTY. WOULD INTERFERE WITH TRAFFIC FLOW CFS APPEAR ON SHEET _ III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED ❑ ETJ, CITY OF ❑ TRAFFIC CONTROL SHOWN ON SHEET ❑ NO ETJ V. W RESTRI IV. TRAFFIC SIGNAL ouiF SIZE: IV. HC04 ACCOUNT NOS. (ALL) HCPID SIGNATURE BLOCK DO NO TRAFFIC SIGNAL IS EXISTING / PROPOSED TOR PIPE SIZE: 043-148-000-0305 ❑ EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) PROJECT NAME: SHOWN ON SHEET ❑ PROPOSED TRAFFIC SIGNAL (BY OTHERS) LA PORTE SHOPPING CENTER V. TRAFFIC IMPACT ANALYSIS 8. FLOOD PLAIN STATUS CITY OF LA PORTE ADDRESS: 8920 SPENCER HWY. LAPORr, TX 77571 NO TRAFFIC IMPACT ANALYSIS IS REQUIRED T. GENERAL INFORMATION DRAINAGE REVIEW ONLY ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: ----- _ FIRM PANEL(S) FOR PROPERTY: 4820100940E V. UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E. WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: FIRM PANEL(S) DATE: REVISED JUNE 18. W07 HARRIS COUNTY MAINTAINED SPENCER HWY. ❑ REQUIRED AND SHOWN ON SHEET(S) STATUS OF PROPERTY ON MAP ❑ NOT REQUIRED ENGINEERING DIVISION ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ® �I LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE 'X", KEY MAP poge(s)_ 538-Z DELINEATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS *CPC (DRAINAGE LAYOUT PG. N0.__---) (BASE FLOOD LEVEL--_) 101 FORM MAY BE REQUIRED BY INTERPOSE NO OBJECTION DATE ❑ LOCATED ENTIRELY IN ANY 'A" ZONE OR SHADED ZONE "X", 7. CONTROL DISTRICT CRITERIA (INDICAFLOOD ❑ LOCATED INATHE SE F10-YYEAR FLOODPLAIN -) ORK IN HCFCD RIGHT-OF-WDATE 9. j 0. PERMITS REQUIRED BY AS TO PAVINZAN DRAT AGE ONLY I. D ON SUMMARY O LOCATED IN CYPRESS CREEK LOMR 08-06-2369P (� (INDICATE BASE FLOOD LEVEL__----_-) I. 0 K TO FOR IN CHA TOTAL ESTIMATED SITE CONSTRUCTION COST, I L �( I STORMWATER DETENTION BASIN ROUTING TABLE ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA (EXCLUDING ENCLOSED BUILDINGS/STRUCTURES) f200.0� BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY f DATE S DETENTION BASIN AGE AREA - ACRES MAX BASIN DRAIN TIME (100-YR EVENT) _ HOURS OR LOMR-F CASE NO.___ ______ D FALL ❑ ITY CROSSING ❑ OTHER ❑STORM WATER QUALITY ° t V lJ p L l RAINFALL EVENT PR08ABIL1IY DEVELOPED PEAK POST -DEVELOPED PEAK DETENTION BASIN FF cis MAXIMUM WATER STORAGE STORAGE RATE ❑ R WAY BRIDGE / CULVERT CROSSING AS TO STORM WATER u RUNOFF CFS PEAK OUTFLOW CFS SURFACE ELEVATI LUME AC- (AC -FT PER AC ELEVATION INFORMATION ❑ FILL TIVETY del PHASE II PERMIT CLASS I gy QUALITY DATE lox EXCEEDANCE (10-YEAR) BENCHMARK USED ❑ RE TATION OF CHANNEL ❑ PHASE 11 PERMIT CLASS 11 ❑ CRITICAL FACILITY ADDITIONAL COMMENTS: DO HARRIS COUNTY FLOODPLAIN REFERENCE MARK ❑ MANTE CE 1% EXCEEDANCE (100-YEAR) ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT ❑ TEMPO RA CROSSING ❑ DRIVEWAY WITH CULVERT -__ CURB AND GUTTER ADDITIONAL CRITERIA FOR PUMPED DETE BASINS: BENCHMARK (FOR COASTAL AREAS) ❑ OTHER ❑ SEPTIC (EXISTING) ❑ SEPTIC (PROPOSED) - VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VO-�AC-Fi _ x OF TO LUME DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2001 ADJ.) FlonnPLAIN RFFFRFNCF RFNCH MARK MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD C _ --Ft./SEC. DRAIN TIME FOR BASIN = -- HOURS BASED HEAD CONDITIONS. NUMBER 020275 IS A BRASS DISK STAMPED 020275 ON BRIDGE AT SPENCER D NOTICE OF DETENTION REQUIRED HARRIS COUNTY FLOOD CONTROL DISTRICT HIGHWAY AN Bit2-02- LOCATED ON SOUTH BRIDGE AB A THE SW ❑ FILL AFFIDAVIT REQUIRED CORNER OF THE BRIDGE EAST OF ARMOUR JOINT IN KEY MAP 539W IN THE ARMAND 11. PERMIT INTERPOSE i0`QBJECTION STORMWATER DRAT DE REPORT BAYOU WAILKSH NEAR 112-02-00. ❑ US ARMY CORPS GINEER ATIONWIDE 00 BUILDING PERMITS (NO. OF BUILDINGS REPORT TITLE ELEVATION 23.93 FEET, NAVD DATUM 1988. 2001 ADJUSTED. PERMIT NUMBERS) _ ❑SUBDIVISION INFRASTRUCTURE PHASE 11 (N0. OF LOTS = ) ✓l DATE By FOR ITEMS LOCATED OUTSIDE 0 RIGHT-OF-WAY __-- 11, FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ US ARMY CORPS 0 ERS INDIVIDUAL PERMITS REPORT DATE _ ENGINEERIN ❑ OTHER NOTES: APPROVED: Q••� - PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL D NO PERMITS REQUIR "X" DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPWN iSTRATOR__ HCFCD PROJECT / AND SHADED ZONE EXPLAIN: By DATE E ❑ PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY LEVEL WORK IN HARRIS COUNTY R.O.W. STORMWATER DETENTION FOR TH POSED WORK CONTAINED IN THESE P IS PROVIDED BY OTHER PLANS: FLOODPLAIN S' RAGE. SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WTIRI 1 APPROVED: PUN TITS FLOODPLAIN AS DELINEATED BY FIRM PANE.). p qI UTILITYQT J�.,�S,�fNECT10N BY DATE - - - -------------- - -- TAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHI FIRM FATED FLOODPLAIN (FILL, BASE, CONCRETE, ASP I) CONSTRUCTION RESTORE A CURB & PROPOSED SIDEWALK FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY ENGINEERING FIRM __- _ DATE SIGNED BY HCFCD -_-__ CFCO PROJECT __- i.e., ELEVATION (2001 ADJ.) CUBIC YARDS ❑ OTHER � _ II REFERENCE S F D RM TIN ADDITIONAL COMMENTS: I T SEE SHEET OF THESE PLANS. B. TOTAL VJL MATERIAL PROPOSED TO B VED FROM THE FIRM DELINEATED FL IN: ❑ AL CONSULTANT REPOR I F TA SEE SHEET OF THESE PLANS. i.e., BELOW ELEVA (20 ) CUBIC YARDS ___CURB C. FILL AREA IN FLOODPLAIN ON SHEET /REDATE RAMPS /SIDEWALK R T SH S FOR EXISTING AND PROPOSED RIGHT OF DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE _�------- THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA fjOR'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, b07� D CURB RAMPS PROPOSED I� YES ❑ NO AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED E STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) I. COMPLETE FOR ALL BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S It. COMPLETE OI 6 ADJACENT TO 100-YEAR FL NLY SIDEWALKS PROPOSED ❑ NO RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE A. HOME BUILDER ❑ YES AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE ❑ SQUIRED DCLOMR REQUIRED B. DEVELOPER YES 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 VAUD FOR A MAXIMUM OF TWO YEARS. NOESli I. - In. REQUIRED ON PROJECTS wITIR WORK IN A HCFCD cHANN COMPLETE1. ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION. C. H.O.A. El YES D. OTHERS ENGINEER'S CERTIFICATION II. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR MENTION BASIN. (, MARK A. GAMBLE , A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE III. COMPLETE ONLY IF PROJECT INCLUDES P OUTFACE, DACD MAIN INTERCEPTOR OR OTHER B RELATED WORK WITHIN OR PROPOSED HCFCD CHANNEL OR DETENTION E4VSIN. IXAS FOR PRO1P.Cf5LOCATmRiAHYFL00DPLAM INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM JE W JACENNED ADJACENT TO R AN EXISTING N. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELR DETENTION OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DEliNTION BASIN. MrbprrraandkdarPiacedbrcr°„b,nrrl,bbylmuvlacoeyyulliaap°,wouybLrylblarytlmnCs„rAAa�blpx¢N.Abgera kdk Jla°dlklaaWrn/RkaRbrdbdefd+DIP j 2 LANDSCAPING NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE PM. OUM POUaOAtfON NOT®: Nrt r.* a.ub,w w arat.bn,.. releldaeebnlrr7 OT=- PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE. S ❑ REQUIRED AND SHOWN ON SHEET() ddf aJEaerk caber Ploodyb.uJ„Irbz _ ----__ ----- ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION. Agelcirl nd tk ValykMtchormk,/wmedb/°" the b°w(IaV.yewJJl°°Jeb.otlwtldibdgpefJvaEm"adbaaapaarbcYx NOT REQUIRED SEAL Ailrmetl°kuMbi°.,Ae(10'WJrw)banJlaadelnm/b,brm, ypmwdPIIW 7hAWcN ddktl.l•9J ar ClavJor•M.M{odrypowlbamadm„b1 PRW 1icAdcd EWheb /•PJJarJatlrlaeq,mh*tF�1y THE COMPLETED PROJECT CONSISJS- DRA NG k" 'S 1 THRU 9 T'•' YIA,Pr°perry4bcared"nb"Iirdetld.ared l0f{/laa�ld.°rfeurewfoadyl°ladlrwm„nlu Mbls4%v(JOMAka6owOM bs/aadekWi.N1Y +nu°wx warnk °rnwl. Ibw rnedak�bawd/°rPk".oi�vadArWAw v,dr / 7 '? 4t•'�E0 xx SIGNATUREa� * •' 'Rf f�• Cobar.nl°. aJcdled cmeAx@,Ik n ImdlorRedbbw,a Mr (l06yrm)JbadrkMlaa la Ib SdOpwAadpSWwMAbAbw(iWlpv).4bdykbA�Aaw NOTES::• * Ak",nJowekwedbmkeJk,wrokaAarae�/drma A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE. P1aodPrroA°jmdrallgewmwi ernbbbal°r,race Ab bakeuh"mrk.law,bdylzdMwNrsdm/md•,tie+ I� V I S I 0 N S ....................::k? MARK ]AMBLE n• Accebrva,u elr,wedb°rabw,b kwl.Jlb tar J7o°ddo0bpr°rld dkdlnlhdAdYYvblAemrprWe A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW. co 1kkd•lRe rre.CeWkrsbb abrl,Md:owmrerb,Na,akrodaArrlbebAkv°e°rdweW.d°aekb"aBdatb6edaJ,t.4bale,ad°dM4 REFER TO www.eno hctx.net,/permits FOR EACH SCOPE OF WORK IN HC OR IN •(PARCa[RA1VrFllMJW0NQwlhrabckC-PAR •^^.... "�,•� � �•� � reyelMg,eee°,un,"iaukMrM.A'atlnsbk.Mbxrmead6pl"mer(JYMdut7oSSJiMFwI HCFCD ROW. '7K�'. ENS, ••• Pre" Wit1J0.aba,.A1x7702 ATKINSON ENGINEERS ti.. •••L•tip\ OVAL AmpkMw-Adk nrHArmr nun&.,WltdgRrc,b nrww.kra,pb,arNgAwxkaaa*Id TBPE /F10587 Ib Cabuy Rv`Irwr'a OJryre alalrw,aAaailagenlm.olke w,b nrwMamerdeepbeentA„ebnrr REV. NO. DATE SHEET NO. DESCRIPTION P.E. INITIAL H. ROVED DATE HAIlIvIlIx"IS COUNTY 1 08-21-13 2 REVISE SEC. 3.1. REVISE SEC. 6.2, REVISE SEC. 10 M.G. 2 09-11-13 2 REVISE SEC. 6.2 PUBLIC INFRASTRUCTURE DEPARTMENT EXPRESS REVIEW SHEET VERSION 72.1 May 26, 2011 PROJECT NO. 202731$ SHEET NUMBER 2 OF 9 __ I►m At 4 2 10.488 0 r9 0.3159 13.400 A: s Out 14,677 0.237 0.705 2a.800 1-2year a 3A in 110.fllmmlaui% 1-5 year = 6.8 I 100 year 8.89 in cr aesi6^ pcnd end Hbeme a✓ant splli.vey saw 280 :3.39 2a Ias 10 083 0!4! sets 19" 3.00' Z-8-1 „ " _ THIS PROP. 1 x12 TAP, LOCATION. OTI�CATIONOOF T •v ... • - .. " _ PROPOSED INLET R.iaad Me,:. SLEEVE & VALVE ....-... 1.' CONSTRUCTION WITHIN HARRIS COUNTY F .. y .. owr.0 sm a •. " . -.. .:.: .- - ', ._.; • •: ' • • `:... '>. '.' •.. .. - - PROPOSED STORM DRAIN LINE WET CONNECTIONSUBMITTED AND Avila Arad flevi»d Reviwa Rwl,ev Aaw1 :. •. - . - ., .. .:..' .:-'. - .. TION - -- - PROPOSED FILTER FABRIC SILT FENCE R Pipe n st L u pr PMI Laws, Pipe Cap esaAaw uaw Pan slaps Velosa -, � Z. : •- , :, • .: • : ': '' - ' ' : � � � � � -E - PROPOSED ELECTRICAL LINE R. Met , .. " �'• ... .,:..`. .. .. - ,I - P . Stltlp - '' • '. ,. WITHIN HARRIS IOCOUNTYOR.WUC a d e Fat-t 9Nep Ln Elev E,ev J01 E1ev ENv Elev 6 V - .'...I._..r : „-:-. ",. PROP. 1 r :�-•' _ �''' ... - ... - '.:•', ...•. : � , ... ... � '-1-.::. ... -c- PROPOSED GAS LINE n s n n n n a n n n x nA .,_---� PROP. 64 LF CONC - _- " '... 11�: gfAP 0.b9 HOPE 0B12i 044 `t04C'21.00 Dd A28 89<! tq! �, ,.! 0.91 433 CONCRETE CURB , .. .. ,'C -T- PROPOSED TELEPHONE LINE . : IRRIGATION METER 0.39_ R-P Shim. 0.2P OD.: za.8 013 Solt 98.ae tat ts.E a.3 0.5. <!1 .. EXISTING CONCRE D � .. .:. ..:.. , , .-\.. - (. TE RIVE ..... . rn/ �{ra • �. ..; .: • - • .., _. .. • . •... • � • • � /J PROPOSED UTILITY POLE .r '�'� � / • .• PER.'(IlE7L1TY CO: ., .. E•k.. TYPE: C2 " . '• .... `' .:'. ': .'. ; .: .:..- : -. n Av.0 DiaA .Ton.: QE REMOVE' • '', :. - ; :._ . „ ItE' PAINI"SIRIPE':. REQUIREM NTS.. i : .. TOR ' DRA]N' • .-.. ... '. _ 3 EXISTING TOPO CONTOUR LINE PROP.1 RPZ & € INLET 2i,o2..'::; we d.Das ,,6- As- SEE DEMOLI,.E.T�(}L , .. ,: '. ...' .. ).: �'"'�' EXISTING TOPO SHOT HOPE eo- .. ., CAGE " EXISTING PR. •T':42.'{N): ,r i" x PROPOSED : :c cR :imaoilar T 35- CONC. (400:.-I ..'V:'YV;' .:' OSE�' pV.',F!C n �. RCP 0.0,3 B• ,u '... :.: ;:: ::.' It G -: 1. 24:.. FL: .,1.7.22- E'CJ}' N SIDEWALK, CURB & 15 EWALK.t, ,A, 4. 2. ADIUS. T SID•• _ :'. HOPE HIGH DENSITY POLYETHYLENE ION MH MAN HOLE _---------Y--°==_= -- _ -- ---==-- ---- - ---- --- R- Q: REMAIN • �_- . -- -- - - - ----- --- -- --- - - - ---a=--- -=•era•=d".-.. -" pp GNP • '� ' -- _ ... . L'-..-�-All. .. � - ...-__ EX. CONCRETE DRIVE _ - - _,., .., R RADIUS SLOG BUILDING �- EX P FL FLOW LINE ELEV OF PIPE PP POWER POLE LAeGR1RAREAGRUNA4S-4AW AAmaill CCIH G 0 a Iu1xPAux/rENam - :: •:::.......... .. •.::..::.:: t+:.: . ...:.... .::.:>-,::..: ::.•..: i• : _ - ----- . - - -- . T """ .,+*�::.:--^.='.off_.. ��•,.� o[ -ere -DE DE ELEV, TOP OF GRATE EOP EDGE OF PAVEMENT N, min M 1.2Yex 3A Mim De510nHC ColWmx I 1 .. _ ...-kr,.•wS4+},C++'- OE OE ..t�i5:?4:2:::'%?c !L"`�T.:-•7::: Raul Fre - ... . 2-YEAR 7501 162 0631E I -a Year • 52 oesignlaportecowI& - -, _ --- - - -T77- - - -•'�� - - - - - - - - - - - -- _ _ PROP. PROPOSED G GUTTER ITOP CONC. PVMT. ' FH - - CONC CONCRETE TC TOP OF CURB • BBe m:r deslg,PONaMeNemetventspnAvay PROP. 1-1/2%12" EX. 12' W/L . l I \ -. _..__ _ +. S,EaP eu.w ne ",real I-frovar _ , _..•.t ( ON + EX. 10' WATER SIDEWALK m6,EAR 1?5A t 8 075 R vlstdnat - - - TYP TYPICAL c ar4n sippe' _ _ TAP, SLEEVE & - - - - - - - - -'- - - =--. - - - - - - - -- - - - - - - - -_-. - A<cum PrJP Ir�pnslL)•... _ _ ... __ AvtlOA<cafi� Revises Revised ReN1eol ACN VALVE WET { ' ESMT. i ------ Description ANaa To Day Ding Accum. ImptN la C Tc i u ', Pipe Pipe ! Ap 055Ap t' Y Piet R Pipe _,. n T $f , _ L Uppr , Fall Lower Pipe Cap- BaCITIM I Uper Fall SIOPe Vtbci[y ' -- _ , \ r -ELEV-- 21-18'� Of Poo[ INKM )Nit Pita Area D. Mta Area MyvA: RM Time Saar iRM Did Dill Pita Mea 'eel Min WttPer HyB Rdd, Mdf 'Mat Ct stop Bev Elev L'ol Elw Elty _ Ekv S V CONNECTION sr AT At sr Boer min . Mr ' az I o n st fr fps rt rt x art_' e rt rt ;r _ rt rt n s " ros 20' BUILDING SET BACK CENTERPOINT_ a 4"•'E.C:.'F ' TELIwfSH.ONE * _ -' `P$ -iET _ 1 1.0753 ACRES OFLEGALAND IN THE WOILIIAM ]ONES SURVEY, A3 _3 T 46,650 •G2C6', 1.0206 7100 8L56 079 -257 A80 :09a 10 aB3 G515' U.518 LB? 3m( 2A81, 0.219 HOPE�.0Df2: OA4 I f1O:' 21.12'049 ?063 6O ' ^ n ,� IT-SERVICE,;PROVIDE':P.ULi''' "' . c , _0a ^T 1 0.62 047 a.1' SERVICE POLE 0 .__ __. - .. .. 1--- ...os3.1 . ^.� - ..... - -^ PROP. 1-1/2 g' i \ -.i •1 11., ABSTACT 482, CITY OF LA PORTS, HARRIS CO. TX. AJ , d .Old 7126 `0.14SI .0.369 j13b1� Bcoe.. _ 0.60 _335 ;.60 1.721 18 1.5G 1.767 167E I63 ,3.O0i 4A77. ., 0:395 ,HOPE, 0012_ 020 ,._40., „G0B _055 7069 _0.3 ,..I _0.5 0_ a5 47_ I - (p l 1 4 9 `i II STRFNC� 'FOR FUTURE,':; 16076 1366TMA 1300 WATER METER ---. _. • '- 9 1 TELEPI.IQNE CABLE': . n AvNI Maz 1.. '. 1 I i / h h RoU Mots e1 3 Selfcleanls� HDPE 0012 � d sv' PROP.1-1/2" RPZ � �. `' , LAN , , - - ¢' Q _.;,._':.:E-kA&- REOUREMENTS � HCFC CHANNEL < Mwal 6 _rm Enzlyy ol; Rca. uow --e td.i... 1, .1 ,� ) U N1fTy. UTILITYCO, 'flRIOR' :'• '•••:• & CAGE TYPE "A" INLET i B-112-02-00 Mw,rel 12 w/Emrgy D,s CBC 1 0013001E - •� ( ' i ° FO^'INSIALAiIQN _ cMP. o.oa 4 dr __ I TO: 23.75 N t . , -.1. < 1-100year • am M/hT dtslplp0N an0 emtmt evelnspYteay Accum Prey intelelly , Desudown Meat To Car, 0rly Ac un Imp ry la C R -.arPOlr[ INttP INzt Arta Alto C. Med A,ea Itn�vA Rol Tgi1e I 2Vear-. RNr f A__ AC N x ._ r Coe Mn M/N .n 1 AI f 2 18AS6 0369 qe6" /3400 if9B0 111 1.3E 6.11 2.11 A_ 2 Oi ^14,677 G337 r0,706T 2a5UD 66,14 082 34AI 699 4.03 Pmp ..seot Sect /Mar assign, Ateryl OspM Slope weape VIB 17yt4P Area o A Ills_, cn sr .. n .:I I _ Clawrete 3 _- 403 LI ' 08 I 1. OB _ MM 08 17,75 , Al, LA PORTE RESTRICTOR Total lO Pont Drainage Area-; 16,080 at ELEVATIONS RKe W(MSoso CtPMd(Wa LMI 0x FUIWE) FlNshed FlorA = 25.20 R 0 O"U.5 Ma,lmtm Pond ElevaOon = TA 20 R 225 h11/4 AitualWata ElevlD Full - 3T 25 rt a -0.2 d4I Marc X Area ac - : Proposed FlowllreR 9rlttrc = 27.50 R 1 Q _ .. 02 - ch 7acre -- - X ! BASIN ae Inside Tap of Restrlcter = 21.06 R Clod - D,07 Cis HeadWEa Tap Rank • 3.28 it O Oe1/2 = 027 2.25 IN 3.0'2 D 0.0s _ n IDD In Restrktar DiA SAY• __...__. ! In __ MIN CIA RESTRICTOP. TO AVOID CLCGGIUG=61N AcnBlO • of SEE GRATE SOIEDULE PAVEIIExi\ ell \ I �V\ / V wAIEROD 180MTMC INIEi PRnIC GIaBASN ems riX1' ToIwlxd sEXm tM NSM SECnM AVNGBLE IN 8' m 12. DEPTHS. mlExsm+s M M P yR M2 on _ H2 n X.D. GRATE sl MIGHT CRIA38 4W M' 42' 36' 6' 36• 3D'X3a• 1.900 CEITA44 80' 4b' 6' 48' 30'%3a' 0,IS ISO' as, 66' 60, 6P' 6' 60' ll9= MTA72 C6TA72 84' 84' TB' 72' 6' 30'X30' 30'X30' 18,0OD CarA54 e6' BY BY Is* 72' 6' W 84' 30'%30' 23000 3W. 30'a 1-3/6- HO CAST RON FRANC A MATE VEAME wr - 2681ta) PRECASt CATCHBASN MODEL CWTA30 BY PARK MMROWMTAL B00-2%-BWf TOP SECTION BASIN SECTION BLOMOUT AS REO'D (MAX SZE W OA) GRATE SCHEDULE ®saa®AA0® ram roFs, xaA • rm V v4a6p-t �`��� see,.Yi'. UA N V4 3 sort-aror amr OFa, uaA.aRM YN88D-1 u,aga,�1.. 1 V n e r an SPECIFICATIONS CONCRETE: Case / Mearete "fill, of fools. stretwUl of 4500 PS at 2B days. Wit Is of maneltht aonatructbn of now and fall stage at Yon with eeetland rxer to requaeel depth. Rated far H-20 Loading. RDNFORCEMMT. Grade 60 reinforced will, steel relear to cenfarm to ASTU A515 on release centma M equal. C.I. CASTINGS: Cast Yon names and grates are ....feet red of a y oat irm co 1.1`1g to ASTM Ae6-IB STORM DRAINAGE SECTION ®Pa" 2Wr ®PARK888-011-PARK w.xuamnA LrtnExr "'r "Exp.c! the Best" TYPE -A GRATE INLET 35" THRU SN' _ NONE OW. X0. R6v. p a1/az CBTA3684 A, 1. Natural ground adjacent to utility trench excavation to be grabbed prior to placement of excess trench material. 2. The minimum size of storm drainage pipe shall be 8" except for: a. Pipe connecting downspouts b. The restrictor pipe exiling the detention Pond 3. Contractor must maintain the slopes called for on the plans in order to maintain a minimm uvelocity of 3 feet per second to facilitate clearing trash and debris from the strum drainage system. 4. Grates or inlets in vehicular traffic areas if not specified on the plans shall be square or rectangular and a minimum of 18" x 18". Grates in landscaped areas or fool traffic areas may be a minimum 8" diameter. 5. Inlets or grates shall be located a minimum of 5 ft from the property, line. 6. Storm drainage pipe shall be of the material called for on the plans. Substitution of anoth" material requires the approval of the engineer. ABS pipe for example, while less expensive data PVC, has higher coefficients of friction requiring steeper slopes and a deep" system. LA PORTE EXTREME EVENT OVEiNFLOW SPILLWAY 1.100year em Woo, deexm pone end alNeme scam sPAv+ey Atelm Prop Anton Catenation ArceT TO am Dm Accord. a1Cery le C To 1 O OIPobI I none Aide Aree Aroe C Arts Mee vA Mtt T me 'avoid. any Ac el X Cpef ran nIM en f150 '. 0.206 92DS 1300 .81.58. 019 2257 699 1.13 a4 4 'OiX 21I6:' O J64 0.99 13510 8404- 0.ED 23.39 6.9E 2D7 RO x.Sea x.see V Mea 0tles 41ea1 DO /n sbpe 1'Y elo WM will Aroe G=vA ro> cnI at I it al 3 1 2.07 1 069 1 Ou 1 OB ]0Aq 34 Id ]S OK v V V ALLOWABLE WIDTH LENGTH WIDTH LENGTH WIDTH LENG AREA % a SITE FLOW M1 fl a fl R M1 sf ac cis cis TXDOT 1128 50 75 95 110 150 AS 45700 1 06 4A3 Tla)OT A148 106 150 115 150 150 160 4J400 702 4.48 SIMA1219 32 150 4800 Oit 10.50 047 SITE A748 Jd039 101 9919 1 4.JJ SITE TOTAL d8B39 i 72 4. HaUsSWION _ W1EFISIMI MSEETE UNNRPMVBBtr M47U ALGROLMO PAvtw,l c NATUTALOROM Oblate IJ=- !.•M �_ 5(S lglt , , 7YPLCAI. CgDB6eE W toEE 1. s.:1 rl"•os era]' ,Eew°I ta°r'�I,onO st srtvums rw laaxaaaa R rote, 14 noel wen ... ... KMrne, MI0 A Yk HLMC cO M 9YtL aBE 1} Mal[S 2 W MIN, me 91A{), rE RVE M •A e,us Ae moue¢ fW iNt MYFµ VR YII: s. +ps,emr na[p10r sAaoa. YAIgIIt$ M ILIQ VM'S YAi eE N}i4 PIS 9II .A• ALLaAO. ICrow N• dva $ Y• CANTARY •@YY6l•m0•IOAID Y,CIffE1 FQIIORYiPETAL CITY OF LA PORTE rw R.1,1/.q OBT.E)i0/�IJOIIN -,, hs ad W. FAaMOMTPRWY. UPdiIE TEXA4T7aYt As,N. lev =14141MIPA >O1fT0.a00A rcYvh STANDARD Y ""` ic:0 SANITARY SEWER DETAILS ,4TI. oil 1 ' it HARRIS COUNTY NOTES O ES FOR UTILITIES AND PAVING IN PUBLIC ROW I. "Notifications issued b Hams County Public y tyP h Infrastructure Department -Architecture and Engineering Division - Permit Office - required prior to construction of utilities or left lnrn hues Q within Harris County and Harris County Flood Control District Rights -of -Way." Contact Hams County Permit Office (713) 316-3590. DATE REV. NO. DESCRIPTION P.E. INITIAL H.C. APPROVED DATE 08/20/13 ADDED: SITE NOTES; HC NOTES; ROW PERMIT NOTE; CITY OF LA PORTE EX. UTILITY EASEMENT NOTE & DEMOUTION DETAIL; SEWER MH & SEWER MH DETAIL; REV: STRIPING NORTH OF BUILDING & M.G. GREASE TRAP LOCATION; CALLS UPDATED; UPDATED DRAINAGE CALCULATIONS. 09/18/13 'Z REVISE EX. DRIVE REMOVAL & CURB REPLACEMENT NOTE FOR CLARITY. MOVE 4' SIDEWALK NOTE FOR CLARITY M.G. 09/20/13 < < < j I �iI A9. QSD _ t - `-- "' ' . SPECIFICATIONS INSTALLED BY O Z _-- SANITARY SEWER 3 TYPE "A" INLET �' PROPOSED PROP. jl;'_: CONTRACTOR. INSPECTED BY m 1 TO:23.62 ' SAMPLE WELL GREASE CITY OF LA PORTS. Z O MANHOLE PROP. 6' GAS / 8" FL• 21.12 SERVICE LINE - ( PROP. SEW TRAP •, 'I' :RIM' 24,10'? " :_ •.• BENCHMARK T.R. ELEV.= 25.28' ', 4' '�S FL••1880•,(EdeW): �•.:', oy 41 LF - 6"0 SCH. 6" FL-NORTH=19 85't i / 1 i --PROP e 1J12 ...:^ 10" HDPE ®0.41% I 40 PVC PIPE L_; RI1PEK TO SHE C-3__-__ _ n - T13M A :_ ______.6" FL-EAST=19.89' UNSHADED ZONE 'X' ft n:;M le l se a I.. le, no apt l Sal aN 14 7p 'Ne SHADED ZONE 'X' u `'. Be FL 21.00 .°" . "•' `PROPOSED I DUMPSTER ) i PR 1fj4' - 10" HDPE ®0.91% ,' 2.. TYPE AY INLET TO: 23.75 _J ENCLOSURE 4 % .. ',•�.: 0 , FIRE LANE 17 O PARKING :.- 18" FL: 18.50 (N) D . c5 _... JOINT ACCESS EASEMENT ' D 'cr ¢ AGREEMEN '- zZ !NCPATIO -- �•. /� g •. BURGER BARONS, LL.C.p'W AND Dt.xnO O•• -1 a %' - : ,,3 ' STERLING SQUARE -I c - m ) �- - -- in �;... CORPORATION > Z O a( � I w _ - - ._ con R ..., II H.C.C.F.N. Ot 2 10286883 r*1 � D .. _ _.. Z ___ _ 0 �, .:: .?.. .. ., - d 1 Z 0 J m lia PARKING DATA TOTAL BLDG. AREA 11,894 SF TOTAL PARKING AREA 48 SPACES ACTUAL PARKING PROVIDED 59 SPACES H.C. PARKING REQUIRED 3 SPACES H.C. PARKING PROVIDED 4 SPACES m „:• Q EXTERIOR SHALL BE p [1 100% MASONRY & 10' H GLASS PRODUCTS SHELL BUILDING 1 s REF: ARCH SITE PLAN SHT. A-0.1 11,900 SF OTkc II 8 20' THW. IN 3- F.F.E.ZONE GC"0 C. EACH 1) 4" E.C. OR-- •1 1 0 ' TELEPHC ME 1 SERVICE i 4' E.C. FOR TELEPHONE SERVICE S 1 TURN UP ABOVE SLAB AND CAP IT°• f•"' FOR FUTURE TELEPHONE CABLE HOUSE PANEL PROPOSED 18' ROUTING. i./ •' :, DOMESTIC REFER TO E1.0 "LA" AND METER TYPE "A" INLET _ I , REFER TO E1.0 TG: 23.62 PROP. 90' ELL SERVICE NOTE; WATER ELECTRICAL 10' FL 20.60 (W) SE R REFER TO P1.0 UNLESS OTHERWISE NOTED, ALL SERVICE GUTTER 18" FL' 20.50 (SE) C DOORS HAVE A 0.10` STEP DOWN REFER _ ---------" - FROM FINISHED FLOOR EL - -- EV. To $ PROPOSED SAN SEWER MH PER - I PROP E E E 4 ,. CITY OF LA PORTE D -_� mil 20' -dA `fl•A�s s s ma a ®,e a oEX. 6' SAN SEW. 0.5% 1 �rPs a;WtalalR,aala0la Iaaiaee:'P CITY OF LA PORTS PROP. 5L.F. - 6"0 _ PROPOSED __ - -}_ PVC RESTRICTOR _. SILT FENCE -- -- -- - _. EXISiiEN 16' UTILITY -". a(} _ - - _ GROUTED INSIDE THE Cl-... _ ._ BARRICADE EASEMENT FILM CODE NO551269 18"0 HDPE OUTFALL - -" - - . H.C.M.R. ur _ uT- _ UT ,, -uT-I--PIPE UPSiREAM END -UT. GRAPHIC SCALE UNDERGROUND UTILITIES 1. Existing utility information shown is from field observation and available records and is not guaranteed to be accurate and all inclusive. All existing utility locations and elevations sure approximate and should be verified by the contractor in advance of construction. Any conflict or discrepancy discovered must immediately be brought to the engineer's attention. 1 Any damage to existing public utilities must be repaired (by the utility owner) immediately. The contractor must notify the appropriate utility owner, who will make the repairs at the contractors expense. 3. The contractor is required to follow all applicable Trench Safety and OSHA, latest rules and regulations. 4. Except as otherwise specified or shown on Drawings, install underground utilities in open cut trenches with vertical sides. 5. All trench excavation, bedding, and Back -fill shall be in eonfommnee with the City of La Porte Standard Details, whoa conflict occurs City of La Pone stmldards govem. 6. All Sewer Trenches under or within one foot of proposed and/or future pavement or curb shag be back -filled with no less than 1-1/2 sacks of cement per ton of cement -stabilized sand to a point one foot below pavement sub -grade. The remaining back -fill shall be made with compacted suitable material. 7. The use of well point system, when required by trench condition, shall be requested by the contractor and approved by the engineer. 8. Perform excavation work so that pipe, conduit, and ducts can be installed to depths and alignments shown on Drawings. Avoid disturbing surrounding ground and existing facilities and improvements. 9. Determine trench excavation widths using following schedule as related to pipe outside diameter (O.D.). Nominal Minimum Trench Pipe Size, Inches Width, Inches Less than 18 O.D. + 18 18 to 30 O.D. + 24 10. Excavate muck, organic material and unsuitable soil prior to placing fill. All Back -fill shall be 0 suitable material laced m 8" maximum lifts and compacted to 95 /0 Stand P P ere Proctor Density by test. 11. Upon discovery of unknown utilities, badly deteriorated utilities not designated for Eemoval, or concealed conditions, disconfinue work at that location. Notify Project Manager and obtain instructions before proceeding. 12. All manholes me to be constructed to allow for a minimum of 1 ft vertical adjustment. 13. The contractor shall provide 6 inch minimum clearance at the Storm Sewer , r, Sanitary Sewer and Water Line Crossings. 14. All connection shall be made to the existing Water lines or Sanitary Sewers unfit all proposed lines or sewers have been thoroughly cleaned, tested and approved by the utility owner or the engineer. 15. Final acceptance of the utilities will not be given to the contractor until they are inspected and approved by the utility owner or the engine" of record as required. SITE DRAINAGE- DURING CONSTRCTION 1. Groundwater conditions should be evaluated by the Geo-technical Engineer or his representative just prior to construction. 2. The site shall be graded to provide positive drainage away from the building pad during building pad installation and when the building pad and building are completed. Water shall not be allowed to pond adjacent to the buildings m slabs. 3. The contractor shall maintain a clean excavation that is free of water at all times. The contractor shall provide pumps as required to remove any water at all times (using approved Storm Water Quality methods) (See Storm Water Pollution Prevention Plan). 4. Areas of ponded water should be drained or pumped (Per approved Storm Water Quality methods) (see Storm Water Pollution Prevention Plan) and filled with the appropriate fill where required to proceed with construction. S. In the event construction must follow wet weather and the sub -grade cannot be adequately compacted to minimum densities the following options may be considered: a. The construction may be delayed and the wet or soft soil allowed to dry by natural means until the minimum densities are obtained. b. The wet or soft soil may be removed and replaced with select fill. c. The wet or soft soil may be chemically Diluted. SITE DRAINAGE- POST CONSTRUCTION 1. Where paving or flatwork abuts the structure, all joints shall be properly sealed and maintained. 2. The upper portion of utility excavations should also be back -filled with properly compacted clay soil to minimize moisture migration. 3. Downspouts from roof drains Bud e shall e gutters h II b collected and i awl from the P g piped Y building. Downspouts shall dump onto a cast in place 4 inch thick x 2 foot wide concrete Swale reinforced with N4 bars at 12 inches on center each wayand extending B 3 foot from the building when not piped away from the building. 4. Trees and vegetation shall not be allowed within a distance equal to three quarters their ultimate height away from the building. 5. Irrigate vegetation and soils adjacent to the building (no more than IS minutes dose times a week) on an as needed basis to maintain uniforria so' moishuec dmtrons following construction. SITE, UTILITY, DRAINAGE & DEMOLITION PLAN a 1® 1®® 1 lea �; p � �DED ZONE 'X' 1i rr 1. MIMMI - ST AMED ..-ZO NE ..'X' s " i s 5 ^s '----PROPOSED OUTFALL - -18" FL: 20.30 (N) -- --- . UT -UT -UT - V This is to certify that the City of La Porte, Texas has approved this site plan _ - - and development of La Porte Shopping Center in conformance with the Ordinances of the City of La Porte. , ]4 or ._-._ _ B . 4ft Director, Planning en �M _� _ ... - f" IA/&1/ h " --- -- _. SITE PLAN ACCURACY E x . - S CCURAC CERTIFI�e0fr ' f - jai I Mark A. Gamble am registered under the laws of the State of Texas to a g �1 - _ _ practice the profession of engineering and hereby certify that above plat or - - x site plan is true and correct; and that all bearings, distances, angles, curve K x radiuses, and central angles are accurately shown on the plat RIP RAP SHALL BE MIN. rO 6" BROKEN CONCRETE RUBBLE W/NO EXPOSED ; STEEL AND A MINIMUM OUTFALL DETAIL Marl�'A. Gambjd OF 12" THICK. Texas`Tegi4"tlonNo. 63354 - m PLANTER \ - I E)(IsnhG } 1,z GRAVELTO DIED b r " (1 EXISTING h .'EXISTING ,I I ' `CONCRETE GRAVEL TO } BE REMOVED .`;DRIVE TO `. BE DEMOFJp \' DEMOLITION DETAIL ` /- SCALE:1"=50' - - ,I t �_.1► e 1 _,t _ •.� I T � 1 u l r O 1 la'a.� .• 1 2' •s- ill♦ ATE: TEMPORARY BENCH MARK IS BOX CUT IN BACK OF CURB, LOCATED ON THE WEST SIDE OF CONCRETE ENTRANCE TO PROPERTY APPROXIAMTELY 2.90 FEET NORTHERLY FROM THE SOUTH END OF THE BACK OF CURB. ELEV. = 23.05 FEET, (NAVD DATUM] 1988. 2001 ADJUSTED FLOOD STATEMENT: THIS TRACT IS MOSTLY IN FLOOD ZONE 'X' (1.0199 AC.) & IN UNSHADED ZONE 'X' (0.0554 AC.)', AND NOT WITHIN THE 100- YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP #48201CO94OL, DATED JUNE 18. 2007. UNSHADED ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN). SHADED ZONE "X" (AREAS OF 0.2% ANNUAL CHANCE OF FLOOD; AREAS OF 1% ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF FLOOD.) BENCHMARK FLOODPLAIN REFERENCE BENCH MARK NUMBER 020275 IS A BRASS DISK STAMPED 020275 ON BRIDGE AT SPENCER HIGHWAY AND B112-02-00 LOCATED ON SOUTH BRIDGE ABUTMENT AT THE SW CORNER OF THE BRIDGE, EAST OF ARMOUR JOINT IN KEY MAP 539W IN THE ARMAND BAYOU WATERSHED NEAR STREAM 8112-02-00. ELEVATION 23.93 FEET, (NAVD DATUM] 1988. 2001 ADJUSTED. 'Co���Q� SURVEYED BY: QN(30N.. ATKINSON ENGINEERS 150 Years Improving Texas DATE: 15425 North Freeway, Suite 140 FB NO. Houston, Texas 77090 Phone: 281.872.7600 Fax: 281.872.7601 F-10587 OWNER/DEVELOPER: SHOPS AT SPENCER L.L.C. PROJECT: LA PORTE SHOPPING CENTER 0 8920 SPENCER HWY. LA PORTE, TX 77571 FILE NO. ATE: TEMPORARY BENCH MARK IS BOX CUT IN BACK OF CURB, LOCATED ON THE WEST SIDE OF CONCRETE ENTRANCE TO PROPERTY APPROXIAMTELY 2.90 FEET NORTHERLY FROM THE SOUTH END OF THE BACK OF CURB. ELEV. = 23.05 FEET, (NAVD DATUM] 1988. 2001 ADJUSTED FLOOD STATEMENT: THIS TRACT IS MOSTLY IN FLOOD ZONE 'X' (1.0199 AC.) & IN UNSHADED ZONE 'X' (0.0554 AC.)', AND NOT WITHIN THE 100- YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP #48201CO94OL, DATED JUNE 18. 2007. UNSHADED ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN). SHADED ZONE "X" (AREAS OF 0.2% ANNUAL CHANCE OF FLOOD; AREAS OF 1% ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF FLOOD.) BENCHMARK FLOODPLAIN REFERENCE BENCH MARK NUMBER 020275 IS A BRASS DISK STAMPED 020275 ON BRIDGE AT SPENCER HIGHWAY AND B112-02-00 LOCATED ON SOUTH BRIDGE ABUTMENT AT THE SW CORNER OF THE BRIDGE, EAST OF ARMOUR JOINT IN KEY MAP 539W IN THE ARMAND BAYOU WATERSHED NEAR STREAM 8112-02-00. ELEVATION 23.93 FEET, (NAVD DATUM] 1988. 2001 ADJUSTED. 'Co���Q� SURVEYED BY: QN(30N.. ATKINSON ENGINEERS 150 Years Improving Texas DATE: 15425 North Freeway, Suite 140 FB NO. Houston, Texas 77090 Phone: 281.872.7600 Fax: 281.872.7601 F-10587 OWNER/DEVELOPER: SHOPS AT SPENCER L.L.C. PROJECT: LA PORTE SHOPPING CENTER 0 8920 SPENCER HWY. LA PORTE, TX 77571 FILE NO. OB86 - to Porte Shopping Center DATE: 08-20-2013 - ed'�p;+e•+;7 *'� •'�* DRAWING SCALE:1-=20' * i .............. MARK A. GAMBLE ATKINSON ENGINEERS TBPE - F10587"�»'•.•••.••.... ••' H.C. CIVIL PROJECT #2027318 CODE TITLE 17. SECnONS04(C)(2) AIEs" 0886 La Porte Shopping Center Eng-R3.dwg SHEET NO: C-1.0 AN FOR QUESTIONS OR COMMENTS EMAIL: team®atkinsonengineers,com JOINT SEALANT CRITICAL EXP. JOINTS DOWELED -SEE 5' MIN. EMBEDMENT PLAN FOR LOCATION. 12' LG- SMOOTH DOWEL GREASED OR PAMNO PROVIDE ix REDWOOD WITH WRAPPED ONE END O 12 O.C. UNKNOWN CONDITION PULL STRIP. PROVIDE JOINT UNKNOWN REINFORCING SEALANT SILICONE OR CONCRETE PAVING ON MIL EQUAL PROVIDE SLIP SEE PLAN FOR DOWELS (CARTON BOTH STRENGTH I THICKNESS ON MIN. VAPOR BARRIER ON MIN. 2' SAND-TYP. ENDS) THICKNESS & RBNFORING - 1 R OR E AL EXPANSIV MATERIAL it -' DOWELED EXPANSION JOINT BETWEEN OLD & NEW PAVING COMPACTED FILL-TYP. *SEE PLAN FOR PAVING THICKNESS, STRENGTH & REINFORCING (USE IF EX. CONRETE IN ADEQUATE CONDITION TO BE DRILLED) NOT TO SCALE EXPANSION JOINT -DOWELED NOT TO SCALE KEYWAY O CONTRACTORS OPTIONAL LOCATION. /4x24 INCH DOWELS O 15' O.C. CONCRETE PAVING ON 6 MIL NT SEALANT (VERY VISOUIEEN VAPOR BARRIER IMPORTANT) ON MIN. 2' SAND-TYP. �E 1 X REDWOOD OR EQUAL ANG OF UNKNOWN J E%PAN VE M� A'I€kIAL STRENGTH N - - - PAVING REINFORCING SEE PLAN %. UNKN WN COMPACTED FILL-TYP. SEE PLAN FOR PAVING THICKNESS SEE PLAN FOR CONCRETE STRENGTH & REINFORCING THICKNESS &STRENGTH - 8' DOWELS O 1B' O.C. c-1Ti1 � - CONSTRUCTION JOINT' 6' tz e• NOT TO SCALE ALTERNATE EXPANSION JOINT BETWEEN r WIDE CRACK CONTROL OLD & NEW PAVING JOINT. SAW -CUT OR HAND TOOL O 30' MAX. SPACING (IXUSE IF . CONRETE IN ADEQUATE CONDITION OR CANNOT BE DRILLED) BOTH WAYS PROVIDE JOINT NOT TO SCALE SEALANT. SILICONE OR CONCRETE PAVING ON 5 MIL EQUAL(SEE PLAN) VERTICAL #3 O 16' O.C. VISQUEEN VAPOR BARRIER CONCRETE PAVING ON 8 NIL ON MIN. 2' SAND -TIP. CONT. #3 BAR VISQUEEN VAPOR BARRIER ON MIN. 2' SAND-TYP. .....: - N COMPACTED FLL-TYP. -)(-SEE PLAN FOR PAVING THICKNESS, STRENGTH & REINFORCING COMPACTED FILL-TYP. *BEE PLAN FOR PAVING THICKNESS, CRACK CONTROL JOINT STRENGTH & REINFORCING SECTION @ 6" CURB NOT TO SCALE NOT TO SCALE 30 3 4' z Ri � J 16' a it' 14' a 16' .�i WSSSZZZW777!!! 9 6' 8' 6' 6' 14' 16' in PROPOSED TYPE "A* INLET 3 25.20 F.F.E. 25 2' TG: 23.62 to' FL•20.6IS- (1(S ------- FL-20.433 FU 5 PR. TEL 2- To BE FIELD PR ELEC. 2. O VERIFIED. PROP. 40' - 19' 20 < s PR. 16" RCP PROP. 5 LF. - 6.0 PVC RCP o 0.52 cs RESTRICTOR GROUTED IN PROPOSED dnFALL Ex W SAN. SEWER PLACE 16• FL- 20.30 (N) FU 19.90t (D PAVEMENT & STORM DRAIN SECTION NOT TO SCALE PAVING CONCRETE 1. This paving design is based on the assumption that an allowable soil bearing of 1000 PSF Dead Load, 1500 PSF Total Load, will be found at shallow depths within the mount nt grade. A Geo-technical Report was NOT provided. 2. Concrete in the paving shall have a mix designed for a minimum of 3000 PSF at 28 days with 5 sacks of Type I cement, 1 F2 inch coarse aggregate, narrow graded, placed by means of a metal chute. 3. The fill material shall be tested by the Geo-technical Engineer or representative for acceptability and a moisture density curve shall be established. Type A Super -plasticizers and/or suitable percentage of air -entrainment; 2) the time of initial set has been controlled to match an "all cement" design by suitable additives, i.e. Type D Super -plasticizers. 4. "All cement" design slump range is 4-6 inches. 5. Pours between the temperatures of 50 -90 degrees F may be made without special provisions. Pours in weather exceeding 90 degrees are not recommended. Special hot weather pour alternate designs shall be submitted to the engineer for consideration. 6. The top layer of fill just beneath the paving shall be 2 inches of clean sand. Sand shall be a clean, sharp granular type, locally available and easily computable, free of vegetation or other deleterious material. 7. Conduits may pass vertically but not horizontally through the paving. Conduits shall be placed in the select fill material beneath the paving. 8. All Back -fill for buried pipes and conduit within the paving area and extending out 5 foot minimum beyond the paving shall be Back -filled with select fill Back -fill. Donal use sand Back -fill. 9. All reinforcing bars shall be clean, new, and free of dirt, rust or oil; and shalt meet or exceed the requirements of ASTM A-615, Grade 60; except #3 bars may be Grade 40. Deformed bar anchors shall conform to ASTM A496, Grade 70.. 10. All welded wire fabric shall be smooth round wire in Bat sheets and shall conform to ASTM A185. 11. Reinforcement shall have an adequate number of chairs to provide proper clearance as recommended by the American Concrete Institute. Paving reinforcement shall be supported at 45 inch maximum intervals or every third bar. Refer to ACI 318. Chairs should be sized to leave 1" clear from the top of the paving with a standard tolerance of plus or minus 3/8". Great care must be taken not to displace the reinforcement during concrete placement. 12. Concrete pour must be planned with enough extra concrete to assure there are no cold joints between planned constmetionjoints. 13. Paving reinforcing bars shall not be welded. 14. All continuous reinforcement shall lap a minimum of 36 bar diameters at splices. 15. All mixing, transporting, placing and curing of concrete shall be done in accordance with the recommendations of ACI 301, latest edition. 16. All concrete surfaces shall be properly cured and sufficient time allowed before permitting traffic or construction to proceed. Exterior concrete shall receive a light broom finish. 17. The Paving sub -contractor shall protect water, sewer and drainage facilities and will replace at his expense any facilities damaged during paving operations. All manholes and valves within pavement area shall be adjusted to finished grade by paving subcontractor. 19. Transverse Expansion Joints shall be installed at each curb return and at a maximum spacing of 80 ft. 19. The paving shall have Crack Control Joints; saw cut or hand tooled at spacing shown on plans. The Joint Sealant shall be Silicone or equal. If saw cut is chaser, they shall be cut within 6 to 12 hours of concrete placement. 20. Key Way maybe substituted at any joint at the contractor's option. If chosen, use a 04 x 24 inch dowel rebar spaced @ 15 inches on center. 21. Doweled Expansion Joints - See plan for location - provide IX (full depth) Redwood with Pull Strip, provide Joint Sealant, Silicon or equal, provide #5 Slip Dowels (Carton both ends) ® 15 inches on center. 22. City and owner inspections are required prior to pouring. If engineer is required for inspection, 48 hours notice is required. DATE REV. NO. DESCRIPTION P.E. INITIAL H.C. APPROVED DATE 08/20/13 1 ADDED: SWPPP CONSTRUCTION ACCESS DETAIL; CITY OF LA PORTE EX. UTIUTY EASEMENT NOTE & DEMOLITION DETAIL REV: FIRE LANE & DUMPSTER PAVING AREA 09/18/13Z REVISE EX. DRIVE REMOVAL & CURB REPLACEMENT NOTE FOR CLARITY, MOVE 4' SIDEWALK NOTE FOR CLARITY M.G. 09/20/13 .SE E E .. S WPP CONSTRUCTION AC CES S : . . PAINT, STRIP '. . • ' . ._ :'....: • DETAJL THIS SHEET. ' �. .err tom. " . •.:.�+�. ..�.• . 1YtHITE "'.P. PROP. 64 LF CONCRETE CURB :..t:_:':..:..:'.•:'•°:...:.......,;•.. "... ..>',.);. :.'... �. ,...•..w x. EXISTING CONCRETE D ( TE RIVE :.:,:..;: • . :• :, c%� �f%�; �.,% /��w.� .' PROPOSED � '. TY� �' UTILI T0..BE REMOVE "`� :. ...' :.' ::_ ..: ... •.... : V%M1TE' PAINT'STIPE ... .., SEE D MOLITIO '.D ..... ... � '. ,:.,...;'•.......:. ... _ .. ..... .. f INLET$TORM DR�1 FY _._..r E N .. PROPOSED :....:. P....,• E '` 1:.': :'.'24. FL.-1$:42. (N) "•. : PROPOSED .eerie 35 CONC. /� 'A, EXISTING �.1 t 46 O: VIF j• PROP /... t „ aY R 4 24,'..7r2(Sj : ' MA7CH..FJOS7ING .. 4' IDEWALK < :. ..."i;:. 6 CURB :.: : ;`."•<.` . .: ' .4' SIDEWALK - DRIVE, CURB & 15 r V. 1$ _-Ft.-A.00. 5 '..:.::....r.. .:.. .. . '• RADE•.REMA � .) . 46.00' - - - - -� M V -, IX CONCRETE ERNE EX. P r _ EX. 12" W/L' "p ` ` �X. + - EX. 4' SIDEWALK :.... , C 22. 'ac EX. 10' WATER 1° ors ,s z a (] ELEV.=21.18' _ - G= i✓ ESMT. L - -- -- ®+�- - - - - - - _ - _ - - \ \ C= Is 4. 2 i C Oaf Jr� 23 0�„Ak,( t ` i ry° '� ` ,I '•...�.:. • �: 1 - 4. 24. O , _ =2741 4.3 D 4.' �.r 3 e K f J \ Os ; oy 4:1 r I !- 0 >k t �:• . T r IV a y R �. rb 3 . _. ,. � ,, .. -.. _. ,, ... - .. 24 0 :,..•'. zr -.� r; . , `- - C= 4:8 - + . rr. .:' . ._ t. a.. =r a: st ._1 �_, r. . , .- •.� .....,....? .u,+':1- . _< ._ ... ... .. q ., 1 ..,c d+ 8' q 00 I Y ' i.... � 4 I r r .. i [:r f. t :.. le•,,. _. -..Sr .- F , .. T .. en :. :. .x r �-.av,_,.. t.. ...,, : s .:- .. '...... r'.... .. ., ,.x ... , s. .e �' sr. 't. a: -✓..n+ 'i'rr"- .. ,.. },.y -.. ,., f,<v y,: ,�-, , r A EXf 71 c � 5 KO •9 .. ,,., . ..,. s .rl/"',..: , ,: k ?:,..� 5. r .._ .r _� :. � r ,1 ,... .., .1r ..`t . ,x . .., y��`y ADE•.. .. yy :. ... .. C f:... ..... .:�. L - ., :>.. I ".... i 4: ., :.R: .v. `t .:-a i\ R r...l u. _L �, � � f. ..i?:..-at ..`. .A •k $i ., n_ t `... J:. .r. a.. tl.. .... .f.. v..:.. .. iit J"i:5t ..a l.'. xi . . r.. ..., F �.. ." n.. P > �' •.'. .. , .::.:.. t s. !'..:.- :. .y1 1) .r,� ,f ♦tt .-.- .,.I .r_ r. q. J.ci^' i' J^±.. r. 4 A ry•1 .1. DUMP / - -..: • , r .:, � _ ..r.:..: ,,... ,x � :`+f:• F:,, ,,,::..: r, , e€ 1 Si 8 .... STER ... .: .,,...: r .%_ .% wr,. _ .,a. k"� 5- .,. ,.f ,., t4 ?, ,: y ,. 4:3$: ENCLOSURE , ,; r �• : ". � ,}; , :; . ^' ><„ F. , >z;+.. ,. �. kt ,.r a d t R r � : � r �: E j j •s j, < i 3 �A I S1 ':� .. i ^i t , r Y a ! + r C=24.79 C 24.96 f ^r "" JOINT ACCESS EASEMENT _ �1 tO.R G-24. t4 - - - �� ® % ' °�' =z4 ss6 _ ; / C_ C=25.o3 If .` ` AGREEMENT C=25.54 a 1 V C-24.96 N_ i o = 24�96 G=2453 \, C_2 .94 ' BURGER BARONS, L.L.C. 6°° l G=25.04 all = o ``I" / +rb� PATIO ` `;. • AND 1' tik / STERLING SQUARE +rl• ,I � �4• o � • . .. - � i ® �� ® 25 0 1 +ryp. I(.. ; .: I o - 2.8% rJ9 I It H.C.CFONP201 0286883 I ORATION 45.84' _ 1.4% _ =25 02 Iir •.. ('. : C-25.02 "TRANSITION TO G= 4.5 FULL CURB" "HANDICAP" "TRANSITION TO 4_ PARKING SIGN FULL CURB" FIRE LANE & DUMPSTER ( OF 4) "i AREA PAVING 7" THICK - SHELL BUILDING a� 3000 PSI CONRETE W 4'S �I 1 I ® 16 OCBW OVER 2' SAND, F.F.E.=25.20 ii'. .. f"• : 1 I _ OVER 6" OF 6% LIME ZONE "GC"- y = STABILIZED SUBGRADE j; "..• t .' -- - I y'o° CN AUTO PARKING AREA PAVING \ y o} W/CRACK CONTROL JOINTS ' 5' THICK - 3000 PSI 1 1.0% � ®14' TO 21' MAX. O.C. 'I'-.::E''''` �' • 1 =25.16 CONCRETE W/#4'S ®18' OCBW (; . / . 1 G-24.66 OVER 2 SAND OVER 6 OF 6% 1 k�gS LIME STABILIZER SUBGRADE C=25 4 ij ''. :'It NOTE: G=24 4 C 4 I I G Z p REAR DOORS HAVE A 6' W/CRACK CONTROL JOINTS ® t 8% �r.! 10' MIN. TO 15' MAX O.C. G-24.25•. -' CD X 4' STOOP W/ 7Y .. .. ! !N C=24.65 o4jj RAIL (TYP. OF �55 0 ERWISE NOTED ALL C=25. 4R 24.35 . =24'54 o G=24.15 I �23.85 , =24.04 DOORS HA A 0.70' STEP DOWN =24. 45.69' FROM FINIS D FLOOR ELEV. 24.8 I 6 R B,R al' I 1 _ I 1 ! r9. ro N rJyO. - 7 w �,), C=24 02 t• �j, .:: ; " t GRyDE O(1STING, ':. SANITARY SEWER V o / d9 �• C=24.75 I 1 G 24A22 i / G=24.25 Q I r MANHOLE !ay G=_2 .79 ICR ( G=23,62 N =24. 8 T.R. ELEV.= 25.28' 1 G=23.62 iA i '6" FL-NORTH=19.85'i =23.80 0.3% 0^3% --- _ 0� + \• p G=24.18 __.6" FL-EAST=19.89' `1 b9°+ _24 3•R ryt.9 VALLEY GUTTER 3.2 `--- _ ry° _ _ 3 3'R -Y ��� - _ 1 UNSH I DED q 81-- r.,r r,m Ir r, .Ivi rrrrlr f..,r rim ®„r r,r�,r ZONE 'X' II UNSHADED ZONE 'X, 1 -24. =23:90-t_ - �- ( rirml»_ r�Irrimr r rim p,r talc rlr rl=,Wlm rlr rim eL C _ d �� Fi VED-.Z V1. r, m C=24.41 -24.31 C=24.59 C=24.45 a' C=24.31 _' u SHADED ZONE 'X' u '"' ® ®talc G=23.91 ,b =23.81 10 G=24.09 ,� =23.95 ,o =23.81 ® C_ \ ry N� raelrrtrm,nr rrrrl"5 2Y oB •� =24177 + - Ir rlr rlr rir r,r rrr rlr rlw rr r>* Y, CITY OF LA PORTE _ _ � ' PROPOSED - �1--- �- -------- - - -- -- -- --..� - +ry�p SILT FENCE -- EXISTING 16' UTILITY - ----//j�' - - 2E3 -- ---- -- -- --' - - - - - -'- --q_3ryoA ' - --- } 9° BARRICADE ._ - EASEMENT FILM CODE oo- _ _- .__ .... _ _. __ -- _ _ ._ -.._ __ ..- -- -...._ ry°._+. _ -�, UT ur ur NO. 551269 H.C.M.R. to ur RL ur to - _ _ _ _ _ _11L - ur }� y ur ur GRAPHIC SCALE 0 20, 40, 80' 100' EARTHWORK TESTING During earthwork operations keep a competent trained technician assigned to the project. Services provided shall include: 1. Observe stripping operations and evaluate the required stripping depth during these operations. 2. Observe proof -rolling operations after site stripping. Determine if any soft spots need to be undercut to film soils, replaced with select fill and re -compacted. 3. Verify that the sub -grade is scarified, moisture conditioned, and then re -compacted to between 95 and 100 percent of the maximum dry density as determined by the standard proctor density test (ASTM D698). The moisture content shall be between optimum and +2 percent of the optimum moisture content for the select it. Provide a minimum of four (4) field density tests per lift or one (1) for every Z500 square feet whichever is greater. 4. Structural select fill pad material shall be tested for acceptability and a moisture density curve shall be established. Select fill material shall be an inorganic sandy clay with liquid limit between 26 and 40 and plasticity index between 7 and 20. 5. Select fill shall be placed in eight inch loose lifts and compacted to between 95 and 100 percent of the maximum dry density as determined by the standard proctor density test (ASTM D698). The moisture content shall between optimum and +2 percent of the optimum moisture content for select fill. Verify that select fill material extends a minimum of 3-00" beyond the building perimeter. 6. Select fill material shall be tested during placement of each lift for the Atterberg Limits in accordance with ASTM D4318-98 method B "Standard test method for liquid limit, plastic limit and plasticity index of soils" to verify that the select fill materiel is in accordance with the originally approved select fill material. Provide a minimum of one (1) test per lift or one (I) for every 2,500 square feet whichever is greater with a maximum of in (10) per lift. 7. Provide field moisture tests for the mil depth of he ad 6 hours 'or to placement of the water vapor retarder to ensure that the fill moisture content fi p i p 9 prior p p has been maintained prior to concrete placement. Moisture contents shall be taken at 12 inch vertical intervals with a minimum of two tests P P Per boring at a rate of one (1) boring for every 2,500 square feet of pad with a maximum of ten (10). 8. Observe the excavation daily and ensure that the contractor maintains a clean excavation that is free of water 100%of the time. Contractor shall provide pumps as required to remove and water at all times. 9. Observe grading operations to ensure that proper drainage away from the building pad is provided. CONCRETE TESTING 1. Concrete mix designs shall be submitted for review indicating conformance with ACI 318-95, Chapter 5, Section 5.3. 2. Slump tests, conforming to ASTM C 143, shall be taken at the point of discharge at the same rate as noted below in note Number 5. 3. Air content tests conforming to ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C231 pressure method for normal weight concrete; shall be taken for each day's pour of each type of au -entrained concrete. 4. Concrete temperature shall be tested hourly when air temperature is 40 DEG F (4 DEB C) and below, when 80 DEG F (27 DEG C) and above, and each time a set of compression test specimens is made. 5. One set of four compression test specimens conforming to ASTM C31 shall be molded and stored for laboratory -cured specimens. Compressive strength tests shall conform to ASTM C39 and shall consist of one set for each day's pour exceeding 5 CU. YDS. Plus additional sets for each 50 CU. YDS. More than the first 25 CU. YDS of each concrete class placed in any one day. One specimen shall be tested at 7 days. Two specimens shall be tested at 28 days, and one specimen shall be retained for later testing as required. 6. Verify that post installed anchors are installed per the manufacturer's recommendations and requirements. J ' - CONCRETE- I1R19E QE---OE.._.._ aE DIE _OE -=-- _ _ - -- _ •-._-DOE - _ �- FH EX. 10' WATER J o - ''ESMT_ - ' 1 / - -- -- --- STABILIZED 1 CONSTRUCTION I ACCESS \ ) SE SWPPP \ DETAIL/ DETAIL SHEET / : C ,3 � 35 1 \ ( PATIO \ \ SWPP CONSTRUCTION ACCESS DETAIL SCALE: 1" = 20' 0 r LEGEND 00 O INLET PROTECTION PROPOSED INLET PROPOSED STORM DRAIN LINE X --(D-x PROPOSED FILTER FABRIC SILT FENCE -3- PROPOSED TOPO CONTOUR LINE PROPOSED EMBANKMENT -3 - EXISTING TOPO CONTOUR LINE EXISTING TOPO SHOT xg25 ABBREVIATIONS: HDPE HIGH DENSITY POLYETHYLENE MH MAN HOLE R RADIUS SLOG BUILDING FL FLOW LINE ELEV. OF PIPE PP POWER POLE TO ELEV. TOP OF GRATE EOP EDGE OF PAVEMENT PROP. PROPOSED G GUTTER I TOP OF CONC. PVMT. CONC CONCRETE TC TOP OF CURB EX EXISTING TYP TYPICAL 1.0753 ACRES OF LAND IN ,THE WILLIAM JONES SURVEY, ABSTACT 482 CITY OF LA PORTE, HARRIS CO. TX. HCFC CHANNEL R-119-ng-nn t f WIFIM -ur 1, I .., e BENCH MARK 1$ TBM A N TE: TEMPORARY BENCH MARK IS BOX CUT IN BACK OF CURB, LOCATED ON THE WEST SIDE OF CONCRETE ENTRANCE TO PROPERTY APPROXIAMTELY 2.90 FEET NORTHERLY FROM THE SOUTH END OF THE BACK OF CURB. ELEV. = 23.05 FEET, INAVD DATUM] 1988. 2001 ADJUSTED FLOOD STATEMENT: THIS TRACT IS MOSTLY IN FLOOD ZONE 'X' (1.0199 AC.) & IN UNSHADED ZONE 'X' (0.0554 AC.)', AND NOT WITHIN THE 100- YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP #48201CO940L, DATED JUNE 18, 2007. UNSHADED ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN). SHADED ZONE "X" (AREAS OF 0.2% ANNUAL CHANCE OF FLOOD; AREAS OF 1% ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF FLOOD.) BENCHMARK FLOODPLAIN REFERENCE BENCH MARK NUMBER 020275 IS A BRASS DISK STAMPED 020275 ON BRIDGE AT SPENCER HIGHWAY AND B112-02-00 LOCATED ON SOUTH BRIDGE ABUTMENT AT THE SW CORNER OF THE BRIDGE, EAST OF ARMOUR JOINT IN KEY MAP 539W IN THE ARMAND BAYOU WATERSHED NEAR STREAM B112-02-00. ELEVATION 23.93 FEET, INAVD DATUM] 1988. 2001 ADJUSTED. Z4k��Q��O�J SURVEYED BY: ATKINSON ENGINEERS 150 Years Improving Texas DATE: 15425 North Freeway, Suite 140 FB NO. Houston, Texas 77090 Phone: 281.872.7600 Fax: 281.872.7601 F-10587 OWNERIDEVELOPER: SHOPS AT SPENCER L.L.C. PROJECT: LA PORTE SHOPPING CENTER 8920 SPENCER HWY. LA PORTE, TX 77571 W V . • SWPPP • PLAN 1LE NO. 886 - Lo Porte Shopping in Center DATE: 08-20-2013 DRAWING SCALE: 1"=20' ATKINSON ENGINEERS TBPE - F10587 5 2013 ALL RIGHTS RESERVED H.C. CIVIL PROJECT #2027318 WoNMMMMO " I 0886 Lo Porte Shopping Center Eng-R3.dwg SHEET NO: C-2.0 t' q'd *! ..* MARK A. GAMBLE t 4: � 63364 0 FOR QUESTIONS OR COMMENTS EMAIL: teom0otkinsonengineers.com 3 R.AwSFIaB i" TOI-1/2" .,w 20 VVL CLBAit I. IMNG qrm 2) 1-1/ 2" TO 2" 3i1NG Cii/a7E n 112�� I'�AN11NG t�r1'AI� V <NOscae> 49 VVL O 0 105 LR I I� nff 5 LO SPENCER HIGHWAY STiEI. E17GING C1'YP.) PL 228.29' • 10' WATER LWE EASEMENT CITY OF LA PORTE H.C.C.F. NO. N175423 ONE STORY STRUCTURE 11,894 SQUARE FEET LO I LO l6' S ER SOn II4 IZ EXIBTING9TMLWOODPRINACYFENCE �i PL 229.17 65 CL 11 5H 51MMaNa(M) L-ANL25CAM GON5fI21.1C110N 5FEGIFICA110N5: I.) General Contractor to 6rwq all areas to final grade usnq a ciraclable sod aid/ or weak or Irwde0AnW4 rooted plants will be rejected. The Owner's decision will be said mix and 6ai61ade. final in matters cancernwn i planb stze, caidltion and health. plants larger In size than 2.) prepare all new plaibwiq beds 64 removi q all rocks, concrete and camkrucblon ep6c1fied maI be used if proved 64 the Landscape Architaeb or the Owner, but the use of lager plants rob aUt0M8t4c8l14 increase the contract amount. debris and tall In 3" of new acidic Mixed Sod all pre -emergent herbicide such as pennant or Eptarn at the recanmandad rates, then rake all bad areas smooth prior 9.) will 'flararghly hmdwatar all new planbwgs MWdiately after planting. to planbiroi. 10.) Fine grsde all new turf areas ( 64 haul if necessary) prior to Installation of grass. 3.) Grade all plaitirq beds to adgas of beds and away from build" prior to piantwnq This is for a nice smooth turf -bad as wall as for normal drainags puposes. far P001bnre Jmwage away from faa'd0b1VVK s) . 11.) 5did sod to ba 99 percent pure Ttfwai 419 6errrudagrass. Sod to be rolled 4.) Fert lire all row trees, shrubs and gramicovers with Osmccote (or equal) immedtatdy after', wow" and Installation. Aril Hydroruich applied to disturlxd time -release fertilizer, areas outside of property to 6a Common Permadacirass : 216. hulled seed per 5.) Mulch ail new plaitwq beds and trees with a 2" ( aoq.) layer of shredded 1000 s.f., green fiber acl fertilt wr MIX / slurry. hardwood topoi ess mdch as fran I.ebco or GJM 5011 5upanarkeb. 12.) Landscape contractor is responsible for keeps q jdrstte neat dean and safe at all 6.) 12ar6le-5hake all specified trees ( we plant list) with 2 ( 7' tall) panted metal tames in refsrance to their landscape work. Excess excavated sod, accumulations of T-poste, multi-sbwM coated steel wire and dear poly-vwxil tubWq, landscape related trash,';planb corrtainars etc. to 6e removed from jo6stbe 64 7.) lZLlob—%mxdalte all new treas with 5upsttx-ive brand root-sbinrAlator ( or ecival) as Landscape Contractor daily and ab the end of the project. per maufacdaers recannandabi". 0.) The Owner, Landscape Architecb and cie neral Contractor reserve the righb to a.) Flanb sizes shown are the minim, acceptable. Flo 0 will Ice Inspected and Inspect the procr& s of the project and axe or all of the materials and procedures measured for conformance. Plants specified with container size any shall 6e of or used ab ay twine.'', Such materials and procedures will be sibjeeb to approval or batter than locally accepted nrsery standards. Obvlaasly unulersized, misshapen, rejection at that tune and promptly follawad up In writing to all concerned Parties - LANDSCAPE PLAN lAI 3 �0 - 15H 30 VM. 5017 1 I.0 NOTES 1.) All now landaapa ana and pkWnpa to be 6rigabd wNh a p mFeedonmilly dedpned and irwWled aulomillk bndaaapa bripolon sysbm. 2.) AN now tree must be 2• (min.) odlpw par CNy of LaParb LwWb pa Ordironce requbanwrda. a) 8 Stet Thiin must be pbnbd a1M Spencer Hwy. (1 pw wmy W of road ftnbvof Laporb nwh to 4.) 6 Pwld Lot� TYaa gf mud be plivited pw CHy of Ld'aft requrunana (87Spaaea/1006) 8.) LandaaapaConbw*ortowalk the III ro)aatwhhthe owrwrmrdNrahapa mdnbruitim oonbvAor prior to scoepbnae of)ob. Dead or unaaapt" plot rout be promptly npiaoed a)Lan *qm Contractor to provide 00 days full brideciips mdnbnrwe afbr pro)eat acoWhirim "3■1urJ LANDSCAPE CALCULATIONS Grow SIM Am: 4141,11111110 8F 13 n BulidingAm: 1111,111111148111 Nat Sib Ana ■ 48,N0 - 11,N4 ■ 34P6 SF Minimum LandsoWe ARequbad ■ Nat 8Ne • 8% na Landaaipa Area Requhad ■ 34 M • Ae ■ 2,100 8F Landempe Ana ProkW ■ 8,210 SF (row. Sun 2,100 SF) FW EXISTING RESTAURANT N K NIL SCALE 1/16" = 1'-0" Issue No. Date Description 07.19.13 BID / PERMIT.. Q 08.26.13 BID / PERMIT Seal DUANE BUNGO 1375 0 a � 00 n3 n °° rn I I wun(n 2 04 tiMwXw t0 t0 W W Q?F to to YCnO �^ F � W n d L� 0 S Project Team LANE DESIGN GROUP ARCHITECT LEY PROPERTIES OWNER HARRY D LANE AND ASSOCIATES STRUCTURAL ENGINEER TGK AND ASSOCIATES MEP ENGINEER INTEGRATED LANDSCAPE ARCHITECTURE LANDSCAPE ARCHITECT Project Name RETAIL SHELL BUILDING LAPORTE SHOPPING CENTER SPENCER HWY AT CANADA DR LAPORTE, TEXAS Project Number 212.15 Drawing Name LANDSCAPE PLAN Drawing Number L-0.1 PVC 5CH 40 im OR ELL PVC CLA% 200 LAMM LINE 4" POP-LF 5PIZAY Hr5AP Pr5TAIL. < NO 5CALE ) IRRIGATION SY5fEM ISOLATION VANE - 51MN2 MWIVOLY RAN MV MODEL SA 6000 PVC 5CH 40 reE OR EU. PVC CLA55 200 LATERAL UtM 6" POP-UP 51'IMAY HE�AV MfAII, C NO SCALE ) I" MVICATEIP IRRIGATION WATER METER SS < wEr CONNECTION rO FM%NG 12" WATER LINE > SPENCER HIGHWAY — PL 228.29' 10' WATER LINE EASEMENT CITY OF LA PORTS N.C.C.F. NO. N17542J law- P, ■■■■■■■■■■■■■■■■■■■■■ 4" SLEEVE J 1 TUT_ 15 16.2 16 CiF M. 5 13EIV _!aaaai 1"7 m 21, SL8 t:� aaaa \ i' V/z V/z G.P.M. >� nn F1 FO O O n _V�L v- O C12 - N z a SL 3 ONE STORY STRUCTURE 11,894 SQUARE FEET ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 2" SLEEVE i c OUMOOR WA.L MOLINMt2 CONTROLLER R WIMM55 RAN 5WKGH R A #6 11,E 15.2 6F.M. 11MICAA110N 5PF_CIr-IGA110N5 i 1.) General Connector t0 provide a I" dedicated irrigation water meter and ab least 4 IS. of capped-of1'servlce line in general location sham, 2.) General Contractor to provide a I I OV outlet or Arictim box far tuner / cantrdter at exterior wall In general 10=*4on shown. General C4nb7wbor to provide 4" PVC sleeves in areas indicated under driveways and walkways. 4.) General Cautrac cr to show locablon of ail uttlttul lies to VrigatW ca*ractor, 5,) LAW Ialait Is diacIranagc and should 6e a4usted in field to accanoolate exlstlnq exlstmq conelitlo e. obnx res, utilities etc. 6.) Irrigallon Contractor to obtain all necessary Irrigation permits and inspections, 7.) At Mrigabion work to caiform to local codes and reW1rements and be Installed 64 a I lscensed professional. 8.) Valve card wires to be 14 Lr AM. 9.) At valves t0 have appropriate valve cover "6o(es" . 10.) 12lq trendies t0 suppat pipe canblm'osly aiaq bobbom of trench sib an even grade. At lines shall be 12" deep, Coordinate any machine trendnirq with General Contractor to ensure safety of ail an -site utilities. #-7 TLQ;1_' 15.2 6F.M. —� -1,5" MwnLINE PL 229.17'- 5CH 40 PVC II.) At glued carectioms to 6e pruned first with a dear primer. No blue primer or giva will 60 allowed, 12.) Initial 6adkfl1l malaria) 0n ail Ines shall 6a of a fine graula naUars with no forskr material larger than 1 / 2" in stce. Backfill material will be tamped under and uhiforndy on both sides of the pipe for the fill width and I&igbh of the pipe. Install 6ackflll and tamp in 4" layers. Finished 6adkflll to 6e free of voids. rap of 6ackfiil to 6a smooth and at an even qrade wO existxiq adjacent undisbxbod soil surface after watering in. Any excess soil upon completion to ba legally disposed of 64 Irrgatlon Contractor. 0.) After all is in place and caviaeted system will be thoraighly flushed witlxub nozzles in heads to remove ail dirt and de6ri5 from lines. Install twines and filters in heads only after adequate flushrq has been completed. 14.) rest integrity of main Tina at 100 psi for 4 hors minlmrn. AcUust all valve flows, mules aid rotary arcs for optim n coverage / webbi q. Coveraqe may be inspected 64 Landscape Architect Owner or Landscape Ca*ractor at, their discretion. AI shall work together to achiewe a quad system that will sufficlemdy water ail new plant" aid turf. 150 IrrwpWm Contractor to maintain a dean and safe.lobsits at all tunes. Excess excavated sods, a=RRAob1" of trash, pieces of pipe, boxes etc to be removed fr m.lo6stte 64 Irrgation Contractor daily ad at the end of the p%lect. 16' 2" SLEEVE �� /A\ 1IM16A110N 5GHEVIL IX ❑M I" WATER METER C BY OVMR) 0 LINE 51n 15MA11ON VALVE (IN VALVE DOV N 1.5" RPZ IMPUCeIP MM55(E PACKFOW MWVVWOR MOW BRANP) 1.5" MAIN LINE (5CH 40 PVC) 1,25 ' 1'0 .5" LATERA. UNE5 (GLA55 200 PVC) !9 1.5" IFANBIRIP PGA MXCIVIC CONTWi. VANE IN VALVE BOX (7) • RANBIIV 1804-FR5 (4") POF-Up TUW SPRAY HEAP <45) ■ RAPHIla718C'X-pRs C 6") POP-U' S1•1a,6 SPRAY NEAIP «8) ♦ RANBIlaP I812 PRS < 12") POP-U' S1 B SPRAY t BiJP (10) 0 FIXEIP PVC RI!WR W/ 5HRU3 SPIMY NOZa g C 19) m WAS5 H05E BIB (IN VANE DOX) (3) © VANBIIV E51? OUT120OR MOI.NML7 8 STATION A1rOMA11C CONTROLLER (_RF1 W1MX55 RAN 5WIfCH ■ ■ ■ ■ ■ 2" NV 4" PVC 51.EEVe it J �i ' • / r t JI JI AND PMIING5 J NCfM VM P' VC 01 CCOONt5ta0�1'VNMOVES CONT120LIL� 1'A LI < NO 5CALe) \ COPPER PIPE <TWICA.) 1W_RM0q. YAW /— mwzn P♦aOTOCrION ur.wrw.w FIN15H ('.FAM BIZA55 FEMALE A7APTER MASS 90 1.5" 5CH 40 PVG MNN INS NOM IN911AA. PACKLOW PMMNTER A5 MQUIM P VY LOCH. CODE5 AJIP 1 EA.TH DEPARTMENT. VMFY LOCAL REQUREMENr5 PRIOR TO IN9MLATiON. PVC MICE WAP= < 1.5" WZ 12E 1V L. < NO 5CAL6 ) n Igo N 1 Issue No. Date Description 07.19.13 BID / PERMIT AS08.26.13 BID / PERMIT Seal 1 DUANE 11 8UNG0 y 4' 1375 a : V 00o LJ wLO L}_ M7 t0 (0 W 00 txtila1 11 YNO v^ N IL Q 0 0) 0 x Project Team LANE DESIGN GROUP ARCHITECT LEY PROPERTIES OWNER HARRY D LANE AND ASSOCIATES STRUCTURAL ENGINEER TGK AND ASSOCIATES MEP ENGINEER INTEGRATED LANDSCAPE ARCHITECTURE LANDSCAPE ARCHITECT Project Name RETAIL SHELL BUILDING LAPORTE SHOPPING CENTER SPENCER HWY AT CANADA DR LAPORTE, TEXAS Project Number 212.15 Drawing Name Drawing Number L- 0.2 IRRIGATION PLAN SCALE 1 /16" = 1'-0"