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HomeMy WebLinkAboutARGUS MOTORS SITE PLANss ss ss ss 55 as 55 I ss ss ss SS !o W iz z N I 2 u,, we ss a Ir n z � z F CL w lu m c I U w ❑ ¢ 0 o s5 cr a Ir o in sS 551 5I5 I 1 EXISTING ---- 10' SANITARY SEWER LINE ism ` niP @7 WEST MBISON STREET (UNDEVELOPED) 24.00' EAST 1 10.00' I B DG_SET ACK f -Ao'—a" I 1 I I I I I f PROPOSED DEVELOPMENT SITE PLAN I. NO ON -SITE CAR WASHING IS PROPOSED". 2. SEPARATE FENCE PERMIT SHALL BE REQUIRED FROM THE CITY PRIOR TO ERECTION OF ANY FENCING MATERIAL. PROPOSED :RASS AREA I I I I I I I i i I ` 1 w Q (� 0 Lu CL f con Im o la 0 � Q 1 I I 1 I _ I PROPONcL TER I 1 I 1 SCALE:1" = 20f-0" MADISON STREET PROPOSED SITE DEVELOPMENT I TYLER S REET — uj a W AC cn arc lu tv T QG O Z SPENCER HWY. (WEST MAIN S REEET) VICINITY MAP NOSCI E ZONED: LIGHT INDUSTRIAL. TYPE OF DEVELOPMENT: PREPARING SHIPMENT OF AUTOMOBILES OVERSEAS. LANDSCAPE LEGEND: PROVIDE 4' PLANTING STRIP WITH AN APPROVED AUTOMATIC IRRIGATION SYSTEM ALONG FRONT OF THE PROPERTY. 0 5 GAL. SHRUBS AT 3'-0" O.C. - (51 PROVIDED - DWARF YAUPON HOLLY)" 2" TREES AT 30'-0" O.C. - (10 PROVIDED - COMMON CRAPEMYRTLE) NOTE: A SEPARATE IRRIGATION AND SIGN PERMIT ARE REQUIRED. SITE PARKING: OFFICE 3/1.000 SO. FT. NON -OFFICE (STO AREAS) 1/3 NON -OFFICE EMPLOYEES IIA30 SQ. FT. OF STORAGE/ NON -OFFICE BUILDING 310 SQ FT/ OFFICE PARKING REQUIRED 10 PARKING PROVIDED 10 INCLUDING ONE-ADA ACCESIBLE LOT COVERAGE: LOT SIZE AREA = 19.800 SO. FT. O AR MAXIMUM LOT COVERAGE = 10% REQ'D Q►4;.-••••••..yj ROOFED BUILDING AREA = 12,000 SQ. FT. !��:•'�'� BROq •.•!�� ACTUAL LOT COVERAGE = 15% PROVIDED NORTH 16TH STREET; co SURVEY OF:S•°••. TRACT I: % 1 ARGUS MOTORS 4o8 N. 16TH, STALLT LAPO,NDTE, TX T7571 OWNER: VANEZIA PROPERTIES LLC. HICHAM FARHAT (HENRY) 8o16 MANCHESTER ST. HOUSTON, TX 7/012 ARCHITECTS: TIM BROADHEAD / ARCHITECTS, INC. 1405 THIRD STREET SEABROOK TEXAS 77586 281-291-7202 LOTS I THRU 12 E LOTS 21 THRU 32 BLOCK 652. MAP OF LA PORTE VOL. 83. PG. 442. H.C.D.R. ®/1�• fA JOHNSON !-PUNTER SURVEY A-35 ( 1G• j�jjjT j�j�� LA PORTE. HARRIS COUNTY, TEXAS. ll(JILDE TRACT 2: A TRACT OF LAND IN HARRIS COUNTY TEXASMRE BUILDERS, LTD CONTAINING 4.800 SO. FT. OF A 16 FOOT WIDE ALLEY. IM { ABANDONED AND CLOSED BY THE CITY OF LA PORTE P.O.OX 6g0926 BUILDERS. LTD. 1 I �V! BOX �j �j U ORDINANCE NO. 1021 H.C.C.F. NO_ E6541818 crur_x SIGN BUILD<)rt5 i nesx;� . TST:u.0 NOTES: 1P,,.,_9,,,>>..w= -- -- — ,:., =��a,;." i HOUSTON, TEXAS 77269 1. LAPORTE. ORDINANCESO THE CITY OF 2$1-477-0505 2. THIS TRACT LIES IN ZONE "AE" B.F.E. 20.5 AND FLOODWAY AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP (FIRM) NO. 48201CO915L. REVISED JUNE 18. 2001. THIS STATEMENT TO ATTEMPT TO IDENTIFY SPECIFIC FLOOD HAZARDS. 3. BEARINGS REFER TO PLAT NORTH. B.F. ELEV. = 20.5' CITY APPROVING AUTHORITY CERTIFICATE THIS IS TO CERTIFY THAT THE CITY OF LA PORTE. TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF, ARGUS MOTORS IN CONFORMANCE WITH THE.. ORDINANCES OF THE CITY O ORTE. BY: R DIRE' TOR. PLANING DEPA MENT PLAT (SITE PLAN) ACCURACY CERTIFICATE 1, O7y77f9{45, -JeAM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND HEREBY CERTIFY THAT THE ABOVE PLAT (SITE PLAN) IS TRUE AND CORRECT; AND THAT ALL BEARINGS. DISTANCES, ANGLES. CURVE RADIUSES. AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. (PRINT NAME) TEXAS REGISTRATION No. (AFFIX 5 x„„:°y:" s r TOTAL ACRES 1.83 .a IMPERVIOUS AREA DEVELOPMENT 1.01 ac.ft. i' 12960 TOTAL AREA PROVIDED 0.66 ac. ft. MITGATION AREAS AREA (1) 1353x 2.3 = 3112 cu t. AREA (2) 1702 X 2.6 = 4255 Cleat. 112 + 4255 = 7367 Cuft Required 7367 Cfi,I.ft = 0.169 ac.ft. MITIGATION POND 50' X 118' X 1.25' = 7375 Cu ft Provided 7367f 43560 = Q,169 ac. fit, RESTR#GTOR SIZE - QIs 25 2.43 2.43 2.25(H) ~2.25(2.5) ' --2.83 0.81 0.81 = 1012 USE 10" RESTRICTQR 9ENERAL NOTES: 1. PROPOSED DRIVEWAY. SIDEWALK, CURB, GUTTER LINE. AND GRADE SHALL MATCH EXISTING STREET. 2. PROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 4-1/2" SACK CEMENT PER CUBIC YARD, 4-1/2" INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING DETAIL FOR ADDITIONAL INFORMATION AND DETAILS. S. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD. 7 INCHES THICK, FROM PROPOSED SAW CUT TO RIGTH-OF--WAY LINE. (PROPERTY LINE) 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED REINFORCING BARS (ASTM A615 GRADE 60, UNLESS NOTED) SPACE AT 24 INCHES C.C.. EACH WAY, WITH 10 INCH MINIMUM LAP (6"xl2" W5xW4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT -Or -WAY LiNE. S. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF B INCHES. 6. PROPOSED GUTTER LiNE IS TO BE MAINTAINER AT FACE OF EXISTING CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED DRIVEWAY. 8. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FACE OF CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL, 9. COMPACT SUB GRADE FOR PROPOSED DRIVEWAY CONNECTION FROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT -OF --WAY LINE. COMPACT TO 957. OF STANDARD PROCTOR DENSITY (:t= OPT. MOISTURE) THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. 10. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME PROPERTY. SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS;. 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3 INCHES ABOVE SUB GRADE. (3 INCH MANUFACTURED CHAIRS ARE REQUIRED WITH MAXIMUM 1 SPACING OF 72 INCHES C/O EACH WAY). A) t F FOR ALL PROPOSED DRIVES ON CURBEQ TYt?EU�E�y PROPOSED SAW GUT BACK OF EXISTING CURB 7" THICK REINFORCED CONCRETE, SEE NOTE " STEEL OVERLAP R.O.W. LINE GUTTER LINE----" EXISTING PAVEMENT EXPANSION OR 1/2 NON -EXTRUDING PREFORME 33�& JOINT UT UNDER EXISTING PAVEMENT OMP.ACT SUB GRADE TO 95% STANDARD PROCTOR DENSITY HARRIS COUNTY DRIVEWAY DETAIL B) USE FOR Ai. PROPOSE D EXISTING CURB REMOVAL _I R.O.W. LiNE --� " ,HOARD EXPANSION OR I 1/2" NON -EXTRUDING ---- FAGS OF CURB r .5 -0 MIFF. 5MAX. EXISTING PAVEMENT BACK OF EXIST. CURB (TYP w ------------ -_ - C-- iLINE SAW CUT (PROP.) Z-EXTEND EXISTING EXPANSION JOINT FROM STREET iNTO AN EXISTING EXPANSION JOINT IN THE STREET AT PROPOSED DRIVE4"dAY INTERSECTION 1 I SIZE BY PCT. 2 th NA I e. VVV SLOPE � 5.76 3:•1 DETAIL rA-A NTS C1 SCALE 1"` m 29 I CEMENT 6' 0' EAST � { T!C A e . 20.0 .- ... - - - _.._ . _..._...___ .- ..._...._......._.. - - - - .., - - - , - - - - .- _ .... __._ ... . r.. _.... _ _ ...._._ - ._.._ - ..._-_ . _ . L °�� 19.5 OQ�' { 4" ., '. �� ' 10 PVC S�l-�. 4•Q � � � 5 L i it t on ! 6'MIN. LENGTH 0 � "_ Q Areal # © h U 353 q.�t. Ai6 a �` MIT A`i`ION POND 50... ..... .. j RE TRICTOR DETAIL 7375 C�.�.�t. ! 4.35 0 � 0.169 ac.fit. � E � � � � C $ -v� I { h h h h t I *® C� +^ + ! HARRISCOUNTY =� Public Infrastructure Department 10555 Northwest Fr% , Suite 120 0 U ( 9cture 0 Engineering Division Houston, Texas 77092 713) { v �, Qq # Barris County Floodplain Notes $ j ALL nr. THESE K'nTES Ml1ST APPEAR ON THB FOUNDATION DRAMf4Ge BEFORE PERiVtIT CAN BE40 ISSUED FOR PROPERTIES IN THE FLOODPLAIN OR FLOODWAY. INCLUDE. BENCHMARK DATA, BASE U0C� � y 91et j FLOOD ELEVATION, AND REQUIRED FINISHED FLOOR ELEVATION C-L�rcap 0 3 __ __ ____- FOUNDATION NOTES: # 118.0 All foundation drawings in a floodpiain where the difference between the natural grade and the 100-year flood elevation Is CL (�$ greater than three MI feet should be show un as pier and beam. Slab on grads foundations r-an be allowed as tong $ _ FPROP, 40' RC ^� l t f th rizp tal accoRd to VANEZIA PROPERTIES LL { ,� ( c 3 �aseparate permit is issued #or fail material Other s of foundations must be reviewed on a case, -by -case basis, { i � - LTS I u If the property Is located within the 100--year floodpiain the finish floor elevation and all mechanical and electrical must be elevated eighteen (18) inches above the base flood elevation. If the property Is located within _ \ ^,�r� At, ^,�� ^�h 4-#1 the designated 10°+6 iioodplain or ten-year floodplein all oanstrua�ion up to twenty-four (24) inches above the { $ $ 1 21 �o g� , C [� base flood elevation must use masonry, concrete car steel. These materials must be used far piers, columns and foundation walls. The finished floor of the structure must be twenty-four (24) Inches above the base now s { $ $ $ TIC TIC TIC TIC TIC ( elevation, if the property is located within the floodway the finish floor elevation and all mechanical and �. A. b A. be ii 1 { N ° 20.0 20.0 20.0 20.0 20.D alectrit i must be>3 evafed 8a la eve a lowest o n mom r, a requrrr3ments n once Section P N 6 0 , 0 > � � ( � a G F # This property Harris County d within Lain regulations are applicable.lain or below the base flood elevation according to � aa� ------•--- �?r R9.5 Q 19.5 �� I9.5 19. ' This prOprty Is 1 wtti2ln the desi Hated zoos CQ f~ N C3 5t� �� ��4 the �j 1, { Q tCi ,a 48201CM45 L June 16, 2007 E , L-I i j i $ INLET z INLET , �,,,p a N f Flood Insurance Date Map Farrel fit®. , dated E, i L # TOG 18.8 f: TOG IS. f �� All water heaters, furnaces, air conditioning units, electrical distribution panels, and any other mechanical or 0 FL.16.83 __ __ _ _ __ _ _ _ _ 1? 3 J®.E..12�[)P ___ FLA7.0 eelectrical i LLI$ a 1 1% slope , )t �'�(o� equiprraent must be elevated 6n 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) flood elevation shall be ti Are 2 dropped $ j from above and be can a separate breaker. ? fi 702 . it. c, Q � � $ $ �y � $ � � $ $ ,, { � � minimum finished floor elevation trust be clearly shown on the drawings and in accordance with Section 4.05 � � � � `° W � # ! j l�larxie County Floodplain Regulations � $ �1 ��' ti`' ^11 V p A Federal Emergency Management Agency (FEMA) Reference aril (benchmark) Is fully described on drawings. CD Use c3 a Galveston Coastal Subsidence District (HGCSD) benchmark along the coastal area. All materials used below C4 (D 41.4i $ � the ! j (100-year) base flood elevation are on approved FEMA Technical Bulletin 2-08 as Class 5 water-resistant, and approved in accordance with FEMA Technical Bulletin 1-08 for foundation openings. I { 1 { E $ $ $ Any storage areas below the (100-year) base food elevation must be less than one hundred fifty (150) square feet co in in j ate' T- 4.a4 $ { vc� { size in accordance with Section 4.05 of Harris County Floodplain Regulations. I nPF _ NOTE; ov APPEARS ON DRAWINGS ALONG THE DESIGNERnfS SEAL AND SIGNATURE OK ( { 1 I. WILLIAM H. HUDSPETH Name), a registered (Profession) IZE BY# $ , �' prractice In t rizzed t State of Texas. do hereby certlt'y that the STORAGE BLDG. {fl-B} e (Structure Type), If : '�' , � � $ ,� � � constrareted or placed in �{ U a to accordance with these drawings, will comply with all provisions of the Regulations of Harris County, Texas for • { a` $ { # $ Floodplain ©Q TRUCK iR4ELL � � $ $ $ Management. { �h �h �'b �h ^,h $ ^1ti SPECIAL REQUIREMENTS: i permitting, a se r SUMP PUMP ^ ^ y^ a. Completed Elevation Certificates to be submitted: one at pe ng, second after the slab is poured o >-- 1 1!2°` PVC � ,� � � I sub�floaris � Lti SOi-4 P PIPE F.F. 20.5 10 i. � Installed and before the framing starts, and a third Is required once construction Is finished. (PER CURRENT ®: � co $ 2 FIRM `� t` M TYPE °D" $ INLET 3 PANEL) to the Harris County Public Infrastructure, Architecture and Engineering Divisiion,10555 Northwest l� � � � � �' q: :�:T TOG 17.0 $ TOG 16.0 x 0 ,n o F �; LL1 UJ Uj 0 L.15.74 as FL.16.66 ,, ill - L „ °, .l i� P, $1 ua N Suite 120, Houston, TX 77092 D/ irtiet 5% Ope VIIB' Q" �S riC#Or # r b. A completed as -built certificate must be submitted after the structure is complete and before it is occupied. ( J s c. The County Engineerofs Office will post a final inspection notice on the structure once all requirements have 5 Z � U) Prop. been met. Ll.t X _5 $ ( 19.5 19.5 ,s � � P13 M _ G. G. <°� M eta N GRASS AREA 141 Op DEELU LU # LU I # TIP { $ $ 19.5 1 fi•5 19. .. . _._.. _ _ _ .._.. _.__......_- . _ . _ _ . T� ays®- w B - asr-aa .410M Tic- T!C $ 20.0 20.0 20.0 4 � 266,00' NEST 1, Area serviced - ____________________-_--_--_ 1w01 ___-Acres 2, Retention Storage Rate = Cs =-------------- 0_45 __-_-Acres-Feet/Arse I 3. Detention Storage voturae Required =-------- 0.45_Arce--Feet -4- ]Detention Str�rage Votul�e Provldet� _ _.____________-_____Arce-Feet 1- - { ! ® V '�� � INC, 5• Maximum Design Water Surface Elevation = 0.824 _ ......(20L10._A0) '00 T LIB. 6, Maximum Out fait Rate Allowed ______________ 0--8-1 __-__CFS 7, Maximum Out fall Provided =------------------0.74 ----CFS 8. Restrictor Size =--------------------- 19' _-_--Inches I®U MUN. K BZZ7y ELEV. 25.20 f (ADJ. 1991) NAVD, 8$ 1.E se aeAS NOTED 08/25/2011 K.W T.O.C. TOP of CURB DWVL# G GUTTER 3 of 4 d9&'IRNA,1fxS SWALE SWALE srTE EXISTING ELEV. -I-' PROP.ELE�. x P PUMP SUMP ENGL� R S1 „q DETENTION AREA + ILLIAM H, WC_ C.gsygyeuvamoa,aocasivsxNQ',<u AC. FT,a 0 w W z 2 N w a = w y m z z � • a r �11 lip W 00 Cc o LL U a o W z Z N �s 10 a � _LLI m D z z m • a m w w o 00 Cc Lli o U u.. U) 1. PAVING 1. DESIGN THICKNESS OF PAVING" 11. STABIUZED SUBGRADE TO A DEPTH OF 4" Ill. DESIGN STRENGTH OF CONCRETE 3000 psi IV. TYPE AND PLACEMENT OF STEEL: 16 o/c Eechway DRIVEWAYS 1. NUMBER OF DRIVEWAY APPROACHES PROPOSED,: 2 ti. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET FORE APPARATUS ACCESS ROAD ❑ REQUIRED AND SHOWN ON SHEETS)_____`_ ® NOT REQUIRED DUE. TO - I. ISLANDS AND MEDIANS REQUIRE STANDARD 6' CURBING 11. ❑ STANDARD 6" CURBING PROPOSED ❑ 4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS TRAFFIC CONSIDERATIONS 1. MEDIAN GUTS 8 NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET H E _ - f RIGHT TURN LANE 9 NO LEFT / RIGHT TURN LANE IS PROPOSED ❑ LEFT / RIGHT 'TURN LANE IS SHOWN ON SHEET CII. TRAFFIC CQN= ® WOULD INTERFERE RIGHT OF C FLOWROPOSEO THAT ❑ TRAFFIC CONTROL SHOWN ON SHEET IV, TRAFFIC Sfg&L 0 NO TRAFFIC SIGNAL IS EXISTING / PROPOSED ❑ EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS) SHOWN ON SHEET ❑ PROPOSED TRAFFIC SIGNAL (BY OTHERS) V. ,IRAFF C IMPACT ANALYSIS ® NO TRAFFIC IMPACT ANALYSIS IS REQUIRED ❑ TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE: STORM SEWER ROADSIDE DITCH ❑ CITY O HOUSTON ❑ OTHER ❑ TO DETENTION PO`N� ❑ DETENTION POND MA ❑ TO HCFCD DRAINAGE ❑ TO HARRIS COUNTY ROAD NAME: BY UNIT NO.. E DITCH LJSTAnC W.S. 0 OZER IS -- UBMERGED. RAPACITY LOCATED TO TRACT FROM D. A. MAP. FROM NAGE AREA MAP DATED: PREP ED BY: ACT AL OUTFALL RATE:-- FREQUENCY (CFS) (CFS) FLOW PRIOR TO DETENTION: A FLOW AFTER DETENTION (IF REQUIRED): CFS 7. FLOOD CONTROL DISTRICT CRITERIA STORMWATER DETENTION BASIN ROUTING TABLE DEISM m BASIN DRAINAGE AREA = ACRES MAW FASFN nfMM MUF ltnn YR 4 mal EVENT PRORA8tLI1Y PRE OEVEkOPED PEAK CFS P05T-13I;VELt3PE0 PEAK RUOFF CFS DETENTION a" PEAK OUTFLOW CFS MAXIMUM WATER SURFACE ELVATION PEAI( VOM STORAGERUNOF AC-FT ACI LOX EaXC t1O-YEAR] Tx EXCEMARM I Ruui F RJML UKI I tKfA FUMPED DETENTION BASINS: VOLUME OF PUMPED T75EXCIEZIANCE STORAGE VOLUME = __ .AC-Fi q: OF TOTAL. VOLUME MAXIMUM DES04 OUTFLOW vEuftyINTO HCFCD CHANNEL.._._..__..Fi: jSEC. DUN TIME FOR BASIN = ttOURS BASED ON ST AER DRAINAGE DESIGN REPORT REPORT TITLE REPORT DATE ENGtNEERI M _ ,._„_ _,,,,� DATE OF ACKNOWLL'O S ENT BY HCFCD OR fLOODPLAIN ADMINIS Ito _�,, STORMWATER DETENTION FOR THE PROPOSED W CONTAINED I ESE PLAN TITLE ENGINEERING FIRM DATE SIGNED BY HCFW LI HCEM STANDM NOTES: SHEET OF THESE PLANS. F N : SEE SHE HEL..._...OF THESE PLANS. TN SUFM- FOR EXISTING AND PROPOSED RIGHT OF WAY D EATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK05.4 LE NUMBERS, 'TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FE£ RIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) . HCFCD PROJECT # PLANS IS PROVIDED BY OTHER PLANS: L COMPLETE ONLY IF HCFCD OR NARRIS ODUNTY 15 RE)=W IMNTION. II. COMPI.LTH ONLY IF PRWCr WAS WITHIN IT OR 5 MAEDIATELY ADJACIENT TO AM EXISTING OR PROPWM HCFCD MAWAIKD CHANNEL OR DETENTION 9A, K MI. COMPLETE ONLY IF PROJECT INCLUDES NON OUTFALL. BACKSI.OPE INITERCEFTOR OR OTHER RELATED WORK WTTHINI AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION! OMN. IV. COMPLETE ONLY OF PRgtI V HAS W ININ OR IMMEDIATELY ADJAMNIT 10 IT AN WSTMNG OR PROPOSED PUBLIC DRAIWICE CHwki OR oETEMTTON BASIN. HCFCD PROJECT �.,rrr�rMPrl��� - I PR0OSEQ Oi&WE ARF,A ■ NEW -DEVELOPMENT AREA: 1.83 aet 0 RE -DEVELOPMENT AREA (AMOUNT INCREASED IMPERVIOUS AREA): IL DEaTENTtON VOLUME �k ❑ .55 NEW ARE -_ 1.83 X-0.45 = D.83 ACRL FEET ❑ .65 DETENTION REQUIRED ❑ 1.00 - OTHER: 0,45 PROPOSED VOLUME = l.ol ACRE FEET ilt. QUTFALL OUTFALL TO E H.C. ROADSIDE DITCH ❑ EXISTING H.C. STORM SEWER ❑ OTHER ROADSIDE DITCH OUTFALL: ALLOWABLE OUTFALL RATE: 0.0027 x-12 !F Frontage = 0.81 (CFS) PROPOSED OUTFALL RATE: 0.79 SEWER OUTFALL:FROM D TO TRACT FROM D. ____�____ (CFS) DRAINAGE ARRED ALL RATE: -- N,ccl VOLUM RAVITY FLOWS: ACRE FEET VOLUME THAT IS ACRE FEET ENTRANCE VELOCITY INTO R CH OR STORM SEWER: PUMP SP ONS AND OPERATING PLAN �```�•�,, ON SKEET — 1• V. EWW ff,0012M SIZE OUTFALL PIPE SIZE: 18r RESTRICTOR PIPE SIZE.: 6" . FLOOD PLA w STATUS I. GENE_'T?A! INFflR ATION q FIRM PANEL(S) FOR PROPERTY: FIRM PANEL(S) DATE:k STATUS OF PROPERTY ON MAP ❑ ENTIRELY LOCATED IN UNSHADED ZONE "X" ❑ LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X", DELINEATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT PG. NO._.___) (BASE FLOOD LEVEL -,_.) LOCATED ENTIRELY IN ANY "A" ZONE OR SHH } ED ZONE -X", (INDICATE 13ASE FLOOD LEVEL C3 LOCATED IN THE 10-YEAR FLOODPLAIN ❑ LOCATED IN CYPRESS CREEK LOMR OB-06-2369P (INDICATE BASE FLOOD LEVEL_) ❑ SITE REMOVED FROM FLOODPLAIN 13Y LOMA OR LOMR-F CASE NO, Q OTHER ELEVATION INFORMATION BENCHMARK USED ❑ HARRIS COUNTY FLOODPLAIN REFERENCE MARK ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE !)!STRICT BENCHMARK (FOR COASTAL AREAS) DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND YEAR OF ADJUSTMENT (2*1. AD].) FLOOD N QUERMN&WA M913 Ol-M00 0 PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN SHADED ZONE "X" 0 PLEVELROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD LEI. FL,OQDP N STOR/ E S_UMMa_ RY ONLY TO POMM OF LAND L0AIED WO HN AS QE MFATED BY FIRM PANEL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DEUNI:ATED FLOODPLAIN (FILL, BASE, CONCRETE, ASP"T, ETC.): i.e., BELOW ELEVATIONA, (2001 ADJ.) _0,CUBIC YARDS B. TOTAL VOWME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 2a-Z (2001 ADJ.) 0.224 CUBIC YARDS C. FILL AREA IN FLOODPLAIN IS SHOWN ON SHEET C- 7�1 I. COMPLETE MR ALL. PROJECTS H. COMPLETE ONLY W PROJECT IS ADJACENT' TO IDD-YEAR FLOOD PUN r,�. , L.lLUMK K=IREU LICLOMR REQUIRED WATER. AND WASTEWATER 5" DESCRIPTION OF PROPERrf L TYPE OF SERVCE PROPOSED 1. LEGAL DESCRIPTION �.. 0 MUNICIPALITY: Ci#y of LA PORTE A. ACREAGE: Lots 1 thru 12 and Lots 21 thru 32 ❑ MUNICIPAL UTILITY DISTRICT: Block 652, Map of LA PORTS, Vol 58,Pa 462 H.C.D.R. ❑ OTHER DISTRICT: ClPRIVATE WATER AND WASTEWATER SYSTEMS B. El SUBDIVISION: Cl PRIVATE WATER SYSTEM AND INDIVIDUAL.. OSSF ❑ SURVEY & ABSTRACT: ❑ INDIVIDUAL WATER WELL AND OSSF ❑ OTHER: H.C. WASTE • WATER PERMIT/REOUEST NO. _ C. ADJACENT ROADS: ❑ L ER FROM DISTRICT AUTHORIZING 1 AND NNECTION ❑ TCEQ AP VAL FOR WATER TEM AND PERMIT FOR STEWATER STEM. OSSF SUBDIVISIO NING REPORT II! AMOUNT OF FLOf 13 RESID IAL: ❑ MERCIAL: OTHER: North 16 th Street 11. PLATTING /ICE A. SUBDIVISION PLAT ❑ PROPOSE:D PLAT / REPLAT ❑ RECORDED PLAT / REPLAT PLAT NAME: PLAT NUMBER N NO PLAT REQUIRED ------- B. STREETS PROPOSED ❑ PUBLIC OR UNITS ❑ PRNATI~ ❑ PUBLIC & PRIVATE DAILY FLOW ❑ NONE III. JURISDICTIONS ❑ CITY OF HOUSTON ❑ CITY OF LA PORTE: 1. COMPLETE FOR ALL PROJ.ECIS H. COMPLETE FOR ALL PROJECTS, ❑ ETJ, CITY OF HOUSTON III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED ❑ FTJ CITY OF WORK IN I-ICFCD RIGHT-OF-WAY OUTFALL UTILITY CROSSING ❑ ROADWAY BRIDGE / CULVERT CROSSING ❑ LL ACTIVITY ❑ R BtUTATION OF CHANNEL Q MAI NANCE ❑ T£M RY CROSSING ❑ OTHER II. PERMIT © PERMT NUMBYED INNATIONWIDE ❑ US ARMY CORRS INDIVIDUAL PERMITS ❑ OTHER 17 NO PERMITS R EXPLAIN: ❑ E"RONMENTAL CONSULTANT REPORT REPORT TITLE REPORT DATE OTHER l14�; i. -- IL REMORSE ON PRatEM WITH WORK IN A HCFCD CHANNEL PLEASE REFERENCE SECTION 17 OF THE FLOOD OONTRM D51M POLICY, CRITERIA, AND PROCEUM MAMMAL FOR MORE IWORMAITON. PU- 113LICL JxUCTURE DEPARTMENT 6. STORM W.�1TER Q►LTALITY I:_ CONSTRUCTION PROTECTIVE MFAUR,, 0 SWPPP SITE PLAN AND DETAILS ON. SHEET(S) C -5 S.W.�. II. APPLICABILITY EQR-PERMMEN­LffABff.S, ® EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ❑ EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ❑ STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED BY ❑ "STORM WATER QUALITY MANAGEMENT PLAN* INCLUDED. 'SWAMP SITE PLAN ON SHEET(S) IA. PERMANENT STORM WATER t UALITY FEAnLRM; !71ETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SIA L N FORESTRY) DETAIL CALCULATIONS APPEAR ON SHEETS ❑ POND STRUCTU D (WET, DRY, WET DETAILS AND CALCULATIONS APPEAR ON SHEET(S) CI HYDRODYNAMIC EPARATOR MODEL: D OTH f it REQUIRE! ON ALL PROJE M III IF NOT OtEW OR •(�iAIIDFA'1}jeW * * INCLUDE: PROJECT TITLE, HARRfS COUNTY PROJECT uUMBER. AN SW PERMIT NUMBER, OR THE NINE OF THE PMMTT1TING MHOMY IF QIHFR TWO HARM COiINTY. ❑ NO ETJ HQAC1 ACCO TNT NOs L'ALLi HCPID SIGNATURE BLOCK PROJECT NAME: .��► L �� �a -,�5 �. -, r ARCxU S MOTORS ADDRESS: 408 N. 16th STREET La PORTE TX 77571 V_ _UNOSMUCMD V fflI ITYY ggjE +(_EEl T (U , WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES USTED BELOW: ❑ REQUIRED AND SHOWN ON SHEET(S) 8 NOT REQUIRED ENGMEWNC'.T DIVISION KEY MAP & page(s)-._r.,__..___.,___� ik CPC 101 FORM MAY BE REQUIRED By INTUPosE NO MMTON DOTE 10. PERMITS RE UIRED TOTAL ES11MATED SITE CONSTRUCTION CD9r, (EXCLuom ENCLOSED BUIL13tNGS/SMUCTURES) ❑ STORM WATER QUALITY ❑ PHASE If PERMIT CLASS 1 ❑ PHASE II PERMIT CLASS 11 ❑ CRITICAL FACILITY 91 DRIVEWAY wIIH CULVERT _,I_ CURB AND GUTTER �.. ❑ SEPTIC (EXISTING) ❑ SEPTIC (PROPOSED) ❑ NOTICE OF DETENTION REQUIRED ❑ FILL AFFIDAVIT REQUIRED ❑ BUILDING PERMITS (NO. OF BUILDINGS ❑ SUBDIVISION INFRASTRUCTURE PHASE it (NO. OF LOTS = } NOTES: WORK IN HAIMS COUNTY R.O.W. ❑ UTILIIIY ❑ CONSTRUCTION ❑ OTHER CURB RAMPS PROPOSED OYES ENO SIDEWALKS PROPOSED 0 NO A. HOME BUILDER ❑ YES B. DEVELOPER ❑ YES C. H.O.A. 0 YES D. OTHERS 12 LANDSCAPWG ❑ REQUIRED AND SHOWN ON SHEET(S) ® NOT REQUIRED jg..w• 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.erTahg*-neVpermits FOR EACH SCOPE OF WORK IN HC OR IN HCFCD ROW. BY AS O PAVING AND E ONLY DA E '—'— 6Y AS TO L HE I COU R F WAIL" DATE A r • f, 2 BY A5 TO STORM WkTER/QUALITYG DA7E ADDITIONAL COMMENTS: HARRIS COUNTY FLOOD CONTROL DISTRICT NFERME: NO OBJECTION rt Z Zoi FOR rrM LOCAWID OUTSIDE OF tgOO RIGHT -OF' --WAY �` APPROVED: BY FOR ITEMS LOCATED WITHIN EXISTING HCFCO RK;fi'f-OF-WAY DATE APPROVED: � FOR ITEMS LOCATED WITHIN WPOSED HCFCD RgU--OF-WAY DYIT'E ADDITIONAL COMMENTS: THE PROJECT WAS REMEJIMEp. HOWEVER. THIS DOES NOT MEAN THE ENTIRE PROJECT. INCLUDING ALL SUPPORTETNG DATA AND By A PROFESSIONAL NS ENGINEER LI NS DETO PRPRACTICE IKED N AND VERIFIED. TATE OF TTFO(A-%, ESE DRAWINGS T�HERE�FOR�E'� � SEALED RESPONSIBILITY AND ACCOUNTABILITY, IM DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRUTE FEDERAL. STATE AND LOCAL £NWRONMENTAL RULES, LAWS. AND REWLA71 ONS AND AN1f OTHER LEGALLY ADOP'tE0 REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIG NATURES ARE REQUIRED BY M*L414Cl:, COUNTY PERMITS WILL NOT 8E ISSUED SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMU# OF TWO YEAR$, ENGMEWS CER.TMCAT.ION is WIL.IJAM H. HUDSMH 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 ATTORNEYS OFFICE FOR PROSECUTION. THE: COMPLETED PROTECT CONSISTS OF VWG. SH T THR - 4o TURF. r w` R E V I S I O N S ....... ............... `'cam SHEET NO. DESCRIPTION P.E. 3N H.C. APPROVED EXPINUF7jSS REVIEW S - T 12.1 May 26, 2O1 fi PROJECT NO. p [ SHEET NUMBER 2 OF 4�