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HomeMy WebLinkAboutEVERY SEASON SALON SITE PLAN350'-0" PROPOSED CULVERT X 13.5 LF (CULVERT SIZE WILL BE NORTH "H" STREET DETERMINED BY HC SURVEYOR) (80' R.O.W.) PROPOSED 12"0 HDPEx45LF 0 0.25% PROPOSED INLET #1 RIM=27.25 (E) 12 0 HOPE FL=25.51 DRIVEWAY R=15G PROP.4J rPROP: LF---26.25 •ee'�ee�eeeel7ieee@�.. • ��7.50 TCft28.0O 0 0 PROPOSED JB #2 RIM=28.00 (CONNECTOR TO MS4- PARKING ANALYSIS: HARRIS COUNTY ROADSIDE DITCH) BEAUTY SALON 4 SPACES MINIMUM (E) 24"0 RCP FL=25.28 (NAICS CODE #812112) + 4 SPACES PER 1,000 SF RETAIL (W) 24"0 RCP FL=25.28 (S) 24"0 RCP FL=25.28 REQUIRED PARKING: 4 MINIMUM = 4 SPACES SEE HARRIS 4 x 1,100 SF RETAIL SPACE = 4.4 SPACES COUNTY STANDARD REQUIRED PARKING = 8.4 SPACES DRIVEWAY DETAIL PARKING PROVIDED: STANDARD PARKING SPACES: 8 SPACES PROPOSED CULVERT X 13.5 LF (CULVERT SIZE WILL BE H.C. ACCESSIBLE SPACES: 1 SPACE 5 DETERMINED BY HC SURVEYOR) TOTAL PARKING PROVIDED: 9 SPACES PROPOSED SITE DEVELOPMENT CALCULATIONS OP. FL=25.30 POP. SET AREA OF SITE: 30,153 SF AREA OF UTILITY EASEMENTS: 6,951 SF 2 I0 , N • � 7r % DLV > O° 7.50 27 0U) ooJ ?� r,I ,-4 TC=28.90 "� I V > I v X28.50 6 -0 � -CONC. W E I RAMP 552E• RESE VE "A" I ZELDA IGHT S/D I BLOCK 1 28.50 X RUIZ ANTONIO H.C.C.F. NO. 60080138407 I p ` AN I � N I N FF=29.00 i PROPOSED COMMERCIAL I o BUILD 21 S .FT. S X28.50 i Ul� j/Z/' 28 50`X- --X28.550 X26.74 �O i ' 26.44\ I / PRO OSED 'Os DETE�(TION S<O X28.50 I POND pE 25 7� M 24",0- RCPx45LF 0 0.25% /- PROPOSED 6-"DPEx4LF 0 0.25% RESTR� TOR PIPE _ BUILDING LINE - PROPOSE INLET #2/p RIM=27. 5 (N) 24" RCP FL=25.37 (N) 6"01HDPE �ESTRICTOR PIPE FL-i25.37 I (S) 12"0 HDPE FL=25.37 \ (W) 12"0 HDPE F\L=25.37 GRASS \ �- PROPOSED 1�"O HDPEx35LF 0 0.25% � PROPOSED POND GRAVITY OUTFALL ' � FL=25.47 I n / I - =I \�� - Zf3.5 \ o X X28.50 / N i / 20' U.E. _ \ / H.C.M.R.DE�N0.25J& 'NAP 7F 39 W 1tZdT to 0 s 0 z L A P 0 R T E 0 U T L 0 T S N �4 N4TpggqN 0 20 40 60 H.C.c.F.-T20139400513 SCALE:1 "= 20' 7.. 87'-0" 70'-0" 1.0% SLOPE 1.07. SLOPE 11 7�/77//��%�/%�/�/A�% J�FGRASS PILOT 1: to - CHANNEL 73'-6" 56'-8" 1.0% SLOPE 1.0% SLOPE 71�GRASS PILOT S J:tPON- CHANNEL 2-3/4" SPACE WELD BARS BAR, 2"x " BETWEEN BARS TO STRUT FLAT BAR MIN. TRANSVERSE JOINT 2+� PROJECT INFORMATION: C ° N w DEVELOPMENT NAME: EVERY SEASON SALON § 1: SECTION STRUT. L2-1/2x2-1/2x ZONING: GENERAL COMMERCIAL PART OF THE PARCEL \\a X\ t.t0 =€ V MIN. OWNER NAME: LETICIA ECHAVARRIA ALMAGUER CONSTRUCTION JOINT DETAIL 2 DEVELOPER NAME: LETICIA ECHAVARRIA ALMAGUER "^ J" - VARIES LEGAL DESCRIPTION: SURVEY OF: RESERVE A PARTIAL REPLAT OF y 3"FLAT BAR STRUT 2'-0" 2'-2-3/4" OPEN x BEBE ACRES, RECORDED IN FILM CODE 0" ANGLE STRUT, SPACE BETWEEN BARS HINGE NO.674057, MAP RECORDS OF HARRIS 0 TOE OF SCREEN (MAX) ETWEE (T.P) BRACKET COUNTY TEXAS. STRUTS PLANTING SCHEDULE as �a QTY. SYM. COMMON NAME REMARKS 75� Z HINGE PIPE }� w 5t 5 DROUGHT RESISTANT: WILL BE HAND(n 0 TEXAS RED BUD WATERED UNTIL ESTABLISHED ;I HINGE BRACKET O DROUGHT RESISTANT: WILL BE HAND LIFTING LUG 40 BLUE PLUMBAGO WATERED UNTIL ESTABLISHED BAR, P20"xl//4"BAR MIN. LANDSCAPE ANALYSIS TABULATIONS (SIZE FOR STRUCTURAL LOADS ENCOUNTERED) A. STREET TREES: FLOATABLES COLLECTION SCREEN PLAN 120.35' FRONTAGE /30 = 4 STREET TREES HOT DIP GALV. AFTER FAB. B. PARKING LOT TREES: �" PLATE LUG 2"0 1 PER 10 PARKING SPACES = 1 PARKING LOT TREES REQUIRED (9 SPACES/10 = 0.9 TREES). WELD BARS To MIN. HOLE HIN 2" HINGE PIPE HINGE PIPE C. TOTAL TREE REQUIREMENT: CHAMFER 2-1/2"0 HINGE WELD BARS TO 3"x} BAR STRUT 0 A + B = 4+1 = 5 TOTAL NUMBER OF STREET AND PARKING LOT TREES REQUIRED. BAR SLEEVE FLATOE OF SCREEN STRUT ..•. L2-1/2x2-1/2x1/4 MIN. D. TOTAL NUMBER OF SHRUBS REQUIRED: 1/2"0 EXPANSION` 1 SHRUB EVERY 3' O.C. = 120' FROTNAGE - 20' ENTRY DRIVE = 100'/3 = 33 SHRUBS SECTIDtq ANCHORS SITE PREPARATION ALL SURFACE VEGETATION SHOULD BE STRIPPED FROM THE AREAS TO BE DEVELOPED AND WASTED OR #4015" EW CENTERED STOCKPILED AND USED FOR 'TOP DRESSING". IF THE EXPOSED SOILS (AT FINISHED GRADE) ARE WET, • ;%/��%��! THEY SHOULD BE SCARIFIED AND ALLOWED TO DRY. THE AREA SHOULD BE PROOF ROLLED WITH A a \x� RUBBER -TIRED VEHICLE SUCH AS PARTIALLY LOADED DUMP TRUCK TO DETECT ANY SOFT AREAS. SOFT AREAS SHOULD BE EXCAVATED AND BACK -FILLED WITH SUITABLE MATERIALS COMPACTED TO a �% APPROXIMATE THE SURROUNDING SOILS. HOLES RESULTING FROM EXCAVATION OF STUMPS OR OTHER `O n a ° BURIED DEBRIS SHOULD BE HANDLED IN THE SAME MANNER. THE SUBGRADE SHOULD THEN BE �,•:;„, „ .,..7: ., ;:. COMPACTED TO 95% OF STANDARD PROCTOR (ASTM D698). = .r. :: ,...... �� STRUCTURE AND SLAB SUPPORT PAVED PARKING AND DRIVE AREAS LIME STABILIZATION ATTERBERG LIMITS TESTS WERE PERFORMED ON THE SURFACE SOILS IN THE 0-3 FOOT ZONE. THE (SEE NOTES) PLASTICITY INDICES OF THESE SOILS ARE BETWEEN 25 AND 26 PERCENT. WE RECOMMEND SUBGRADE LIME STABILIZATION. EXPERIENCE HAS SHOWN THAT ABOUT 5 PERCENT BY DRY WEIGHT OF LIME IS REQUIRED TO PAVING DETAIL 3 0 1 ORIGINAL SCALE IN INCHES STABILIZE A SOIL WITH A PI OF ABOUT 26 PERCENT. THIS AMOUNTS TO 24 POUNDS OF LIME PER SQUARE YARD BASED ON A SUBGRADE THICKNESS OF 6 INCHES. - THE PAVING AREAS AND DRIVE AREAS SHOULD BE PREPARED IN A MANNER DESCRIBED IN THE SITE PREPARATION" SECTION. LIME SHOULD THEN BE THOROUGHLY MIXED WITH A PULVERIZOR INTO THE TOP 6 FLOOD STATEMENT INCHES OF SOIL, SEALED WITH A SMOOTH ROLLER, ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. RE -MIXED ZL AND THEM COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY OBTAINED BY THE STANDARD NO. REVISION DATE COMPACTION TEST (ASTM D-698). THE SOILS PREPARED AS DESCRIBED ABOVE ARE SUITABLE TO SUPPORT THE THIS TRACT IS IN FLOOD ZONE "X" AND NOT WITHIN THE 100 YEAR FLOOD PLAIN 1305 Peden Street DESIGNED PAVEMENT SECTION. ACCORDING TO THE FEMA MAP #480307-9040-L, DATED JUNE 18, 2007 Houston, Texas77006 CONCRETE PAVEMENT STIVER [P](713)526 [t] (713) 526-SO525052 ' ' E N G I N E E R I N G stivereng.com THE SUBGRADE AS PREPARED ABOVE WOULD BE ADEQUATE TO SUPPORT THE FOLLOWING CITY APPROVING AUTHORITY CERTIFICATE Tx Registration No. P490 PAVEMENTS SECTIONS: 9802 NORTH H. STREET THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE LA PORTE, TX 77571 PARKING AREAS - 4" THICK CONCRETE WITH #4 REBAR AT 18" CENTERS, EACH DIRECTION PLAN AND DEVELOPMENT OF EVERY SEASON BEAUTY SALON IN CONFORMANCE WITH THICKNESS'. THE ORDINANCES OF THE CITY OF LA PORTE PROPOSED SITE DEVELOPMENT DRIVE AREAS - 6" THICK CONCRETE WITH #4 REBAR WITH 15" CENTERS, EACH DIRECTION. ' • • BY: �� BY: PROPOSED GRADING PLAN CIT PLANNER DIII R'CTOR, PL NNING PARTMENT CONCRETE TO BE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. � PAVED PARKING AND DRIVE AREAS SITE PLAN ACCURACY CERTIFICATE DESIGN BY: JMS,. I, JOHN STIVER. P.E., AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO an ATTERBERG LIMIT TESTS WERE PERFORMED ON SURFACE SOILS. THESE PLASTICITY INDICES PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE DRAWN BY: MR ARE BETWEEN ZERO AND SEVEN PERCENT. THE LOW P.I.'S INDICATE THAT THESE SURFACE SOILS PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, *� . WOULD BE MOST EASILY HANDLED, RETAIN COMPACTION, AND MINIMIZE OR ELIMINATE RUTTING IF ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PROJECT NO, 15319 . . _•,.•„ ,,,;,,,,,,,, ,, • STABILIZED BY THE ADDITION OF FLYASH. ABOUT 9 PERCENT BY DRY WEIGHT OF FLYASH IS REQUIRED JOHN PA..SIIIVER TO STABILIZE A SOIL WITH A ZERO P.I. THIS WILL REQUIRE 45 POUNDS PER SQUARE YARD FOR A DATE: 12-21-2015 .. .•.'••..'17 SUBGRADE THICKNESS OF SIX INCHES. DRAWING SCALE ii JOHN STIVER, P.E. AS SHOWN TE AS REGISTRATION No. F-190 SHEET NO. 1 OF 3 61 l� f 16 " REDWOOD JOINT SEAL EXPANSION JOINT 3 w ° DOWEL SLEEVE" SMOOTH BARx18" (PLASTIC TUBE) LONG EXPANSION JOINT DETAIL 1 y �1 SF OF LAND BEING DEVELOPMENT: 23,202 SF " r x1 DEEP HAND R-1/4" TOOLED i 20'-0-0" I z z I P�oJeCt N o% : �WfV SC��sw S.►iw, Add►r�s: }o0.2, N � S'f Pfaj Ie(>t 'Tqpe %New Go,•,enoc.bl D#vt/a�o.•f^'��' L.�ylo►1: R� rvt ,a P�v�.>� R�� c� zwbe Q � 2013i 28. 2000 28'3 *OP�ORTH "H" STREET 28.29 CIP zs.v (80' R.O.W.) eo12 28.15 2009 e 2001 eo ea 28.38' EP TB 28.0<' 28.00 013 - 7'TrPd-Z'i.8�.� 73�-9 27. 0, - -7.bi _ - =6 -- CABLE PAINT '- t003 2007 STRI I*-^ 2056 �.- 25�46 --a-6 -i-� 25 8* 25bco OS _ 25,63 2051 2053 2- 6 2015 056 b°a 20� -PROM INLET #1 26.15 I 26. . � Co 6 a TB 26.0 fi. 7=s b 2059, 2�6.2 �n�� ' .6 t pad O FND. -l� L"\P. 12 W/"CC�6.44 -�< < OA2 / e a %EXISTING FIRE HYDRANT \ -� o APPROX. 2F 15' FEET FROM \\ CENTER PROPOSED SITE 9j 6 1 1 �0 2024 y' \ 2025 1 I� I <`� nq' < ,2 * ng a °4 27.0 ng 26.99 °a W[LMX2 A.E. I II o v0. 54 9� H.C. DA VE I I I j ZELDAVV IGHT S/D \ 1 BLTK 1 RUIZ NTONIC \ 1 u-- H.C_C.F. N0. 0080138407 2g126 n \2 D 2g 1� �1 �, FF=2f).00 PROPOSED- 1 RESERVE "A" Il-COtv�vIERCIAL 0.692 ACRES I i BUILDING 2221 SOY . 9 I 0 3 I i 1 w L A I TRACT 490A T SIES BARBECUE & iEAKHOUSE INC H.CC.F. N0. 20070589116 2021 28.3 2046 PROOOSEf13'25 27.97 JUNTIQdJ BQ #1 r ea047 'CEP 28.5 "Oi _ eo 27.96 2045 RCPl 048 ea 21 7.82 27.74 2 18 t 27.31 2050 �a 27. 204 96. 2017 27.4 i 27.52 27.42 21. 0 20 40 60 6 � .204 0G'----- SCALE:1 "=20' PROPOSED, INLET #2 PR. "Ca" BUILDING LINE _\ �® 2 64 028 2 .5 8.9 no n 2 51 2 .86 I I I z 74 2033 2 75 * 2032 -2 3 2 27.6� gg ' 27.4 n 927.34 n9 1 2 '.47 27.58 \ 27.3E � \ 1 1 1 10 2035 :f2 71 2 2034 0 p7 gig129.7 Y Z 28.34 . J 27.69 e 1 \ 8B 1 2070 60d * 2Z7/ 1� 1068 2069 26.9E q 73 n90 28.07 nDA FND. 5/8" I.R. W/CAP "CCI" ,\ 2P.04 r 27.E ' �20' U.E. W/5'X20' A.E. -- - FILM CODE N0. 546192 i / � H. C. M.R. ---'-2041_ 27.4�ng 27.7 ' ng 27.38 1 �1 i••• •.1• 1 `�.1 :, �I r. �• .a ■• ■: ••:n •a • -.1• .1 - r.■ 1 mac• • •�■n �•o ■ i••u .•; �rl••♦ 1-� ..9 4■I6 : 31. " 41 .1 . ,.. a•.• . , 1■ ���1 . 1 ; .II .'■I 2022 29.4 ng 29.41 2029 28.9 no 28.88 2030 27.3 ng 27.32 I 1.1360T .13E ACRES 1 2037 26.9 26.87 2 50d 27.20 �2031� 7011 27.1 ).OQ In9. 7 '�/ND. 5/8" I LRJ /y CAP "CCI" I I- __ - - ZIP CODE: 77571 LEGEND: DRAINAGE AREA ID VICINITY MAP PHASED DETENTION PLAN (PHASE 1) PARKING LOT AREA = 3,758ft2 SIDEWALK & CURBED AREA = 454ft2 BUILDING AREA = 1,895ft2 6,107ft2 DETENTION REQUIRED FOR PHASE I DETENTION RATE REQUIRED = 1.0 ACRE ft/ACRE DETENTION POND SURFACE AREA = 71.5ft x 71.5ft=5,112ft2 DETENTION POND VOLUME REQUIRED IN PHASE I = 6,107ft2+5,112ft2 = 11,219ft' DETENTION PROVIDED DETENTION POND VOLUME = 9,993ft' PARKING LOT DETENTION = 3,758ft2x0.51ft=1,879ft' DETENTION VOLUME PROVIDED = 9,993ft' + 1,879FT' = 11,872FT' PROPOSED STORM SEWER DESIGN (10yr) SEI file: Storm Event Return Period: 10 years Pipe type 3 Description: Storm Sewer System Design Design Capacity do 100% Concrete 1 Reference: Harris County Intens0 = b'/(d'+Tcre' PVC 2 Project: 9800 N. H. Street Coati. "It" b' 93.53 HDPE 3 Client: ArmandoAimaguer Coat I'd" d 18.90 CMP 4 Job No. 15319 Cost "a" e' 0.7742 © Copyright 2016 Sliver Engineering, Inc. 1 2 3 4 6 6 7 8 9 10 1 11 12 13 1 14 16 16 17 18 19 22 23 24 25 Inlet Inlet Area Total Area Runoff Coefficle ntC Sum of C'A Time or Cone. Inters RY Sum of Flows Length 9t Die m Sloe p Manning Select type of pipe Design p 9 Ca act Y Design Velocity Fall MH Drop FL Elev Upsimt FL ElevActualHydraulic Dnstrm Velocityent Depth d Elev Hydr. Gred. Upstrtn ev dr. pied. bwnslr To of Greta (Upsirm) From To (ac) (ac) (c) Ihm3linmc (min) (II ets) (Poet) (In) % (n) (cfs) (fl/sec). (tt) (ft) (ft) (ft) J2.32O.020 (R) (rt) (rt) (I) Pond Inlet#2 0.34 0.34 0.75 0.25 23.27 5.16 1.32 38 12 0.250 0,012 1.93 2.46 0.10 0 25.47 25.37 0 0.68 26.1 26.1 28.50 Inlet#1Inlet#2 0.11 0.11 0.75 0.09 21.82 5.30 0.45 57 12 0.250 0.012 1.93 2.46 0.14 0 25.51 25.37 9 0.37 25.9 25.7 27.25Inlet#2 JB#1 0.04 0.49 0.75 0.37 23.83 5.11 1.90 34 12 0.250 0:012 1:93 2.46 0.09 025:37 25.28 9 0.89 26.3 26.2 27.25 PROPOSED STORM SEWER DESIGN (100yr) SEI file: Storm Event Return Period: 100 years Pipe type 3 © Copyright 2016 Description: Storm Sewer System Design Design Capacity do 100% Concrete 1 $liver Engineering, Inc. Reference: Harris County Intenslt*=b'/(d'+Tcy`e' PVC 2 Project: 9800 N. H. Street Cost "b" b' 125.40 HDPE 3 Client: Armando Almaguer Coat I'd" d' 21.80 CMP 4 Job No. 15319 Ccef. "a" e' 0,7500 1 1 2 1 3 1 4 5 6 1 7 8 9 10 11 12 13 1 14 1 16 16 17 18 19 20 21 22 23 1 24 1 26 Inlet Inlet Area Total .Area Runoff Coefficle nt C Sum of C'A Time of Core. intensity Sum of Flows Length Die m Slope Manning Select type of Pipe D891 n 9 Cepaelt y Design Val CRY Fell MH Drop FL Elev Upsirm FL Elev Onstnn Actual Velocity Hydraulic Gradient Depth tl El Nydc Gred. Upsiml ev Hydr. Ored. Dwnslr Top or Grate (Upstrm) From To (Be). (ac) (e) (hdonsec (min) gn/hr) cfs) (Poet) (in) % (n) I (dR) F -("a C) im (a) (it) (it) (11/sec) % (a) (It)(it) (it) Pond Inlet#2 0.34 0.34. 0.75 0.25 2327 7.21 1.84 38 12 0250 0.012 1.93 2:46 0.10 0 25.47 25.37 2.54 0.025 0.87 26.3 26.2A Inlet#1lnlet#2 0.11 0.11 0.75 0.09 21.82 7:39 0.63 57 12 0:250 0.012 1.93 2.46 0.14 0 25.51 25.37 185 0.010 0.45 26.0. 25.8#1 0.04 049 0.75 0.37 23.83 7.14 265 34 12 0250 0012 1.93 2.46 0.09 0 25.37 25.28 2.57 0.030 0.95 26.3 26.2 PROPOSED DRAINAGE CONDITIONS Drainage ID Area (ft2) Area (Acres) C Tc, min Ito, in/hr I1oo, in/hr Qio, cfs Q100, cfs DA 1 1,778.0 0.04 0.75 20.69 5.42 7.53 0.171 0.23 DA2 4,963.8 0.11 0.65 21.82 5.30 7.39 0.39 0.55 DA3 3,529.8 0.08 0.85 21.42 5.34 7.44 0.37 0.51 DA4 14,805.21 0.34 0.35 23.27 5.161 7.21 0.61 0.86 DAS 5,077.61 0.121 0.351 21.851 5.301 7.381 0.221 0.30 0.69' SUM 1.76 2.45 6" 0 RESTRICTOR PIPE CALCULATION PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE January 13, 2016 PROGRAM INPUT DATA DESCRIPTION ---------------------------------------------------------------------------- VALUE Culvert Diameter(ft)....................................... -- 0.5 FHWA Chart Number ........................................... 1 FHWA Scale Number (Type of Culvert Entrance) ................ 1 Manning's Roughness Coefficient (n-value)................... 0.015 Entrance Loss Coefficient of Culvert Opening ................ 0.1 Culvert Length(ft)......................................... 4.0 Invert Elevation at Downstream and of Culvert (ft).......... 25.34 Invert Elevation at Upstream end of Culvert (ft)............ 25.35 Culvert Slope(ft/ft)....................................... 0.0025 Starting Flow Rate (cfs).................................... 0.1 Incremental Flow Rate (cfs)................................. 0.1 1 ORIGINAL SCALE IN IN CH E S Ending Flow Rate (cfs)...................................... 1.6 Starting Tailwater Depth(ft) ............................... 0.1 Incremental Tailwater Depth(ft)............................ 0.0 Ending Tailwater Depth(ft)................................. 0.1 Q NO. REVISION DATE Peden Street COMPUTATION RESULTS �� Hou Houslon,Texas 77008 Flow Tailwater Headwater (ft) Normal Critical Depth at Outlet STI V ER [P](713) 526.347E Rate Depth Inlet Outlet [}](713)5265052 Depth Depth Outlet Velocity (cfs) (ft) Control Control (ft) (ft) (ft) (fps) 1 EN01NE9RINQ stiver eng.com ------------------------------------------------------------------ -- TXRegistration No. R•190 0.- 1 0.1 0.21 0.23 0.22 0.16 0.16 1.91 9802 NORTH H. STREET 0.2 0.1 0.32 0.33 0.35 0.22 0.22 2.35 0.3 0.1 0.41 0.41 0.5 0.28 0.28 2.69 LA PORTE, TX 77571 low 0.4 0.1 0.5 0.49 0.5 0.32 0.5 2.04 PROPOSED SITE DEVELOPMENT 0.5 0.1 0.6 0.57 0.5 0.36 0.5 2.55 0.6 0.1 0.71 0.52 0.5 0.39 0.5 3.06 0.7 0.1 0.84 0.56 0.5 0.42 0.5 3.57 0.8 0.1 1.0 0.61 0.5 0.44 0.5 4.07 0.9 0.1 1.17 0.65 0.5 0.46 0.5 4.58 PROPOSED DRAINAGE PLAN '- 1.0 0.1 1.37 0.69 0.5 0.47 0.5 5.09 1.1 0.1 1.58 0.74 0.5 0.48 0.5 5.6 1.2 0.1 1.82 0.79 0.5 0.49 0.5 6.11 1.3 0.1 2.08 0.84 0.5 0.49 0.5 6.62 1 ooyr 1.4 0.1 2.36 0.9 0.5 0.49 0.5 7.13 DESIGN BY: JMS '? 0.1 2.6E 0.9E 0.5 0.49 0.5 64 1.6 0.1 2.9E 1.03 0.5 o.s o.s 8. .151s DRAWN BY: MR ----1.5- PROJECT NO. 15319 • HYDROCALC Hydraulics for Windows, Version 2.0.1, Copyright(c) 1996-2010 ........:,...:......:.:.. Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 DATE: 12-21-2015 �;.e-JOHN M....STI R' Email:software@dodson-hydro.com, A11 Rights Reserved. ...7. DRAWING SCALE AS SHOWN SHEET NO. 2 OF 3 0 , • -= 2011 28.3 20 •• cp • • 28.15 • ea • 001 . d� s.+r'ra •-17 I� _ _- • 1 I 1 P r� rrr.ee •• '..�`�. •bco " •51 2053'�•�rrrrsrri, r••,rs.l 25.63 • •bct , r 1 rlr�4O; 1. SET POSTS AT REQUIRED SPACING AND DEPTH. EXCAVATE A 6" x 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2021 - S iLIZED 22a46 2" x 2" WOODEN POST C `HSTRUCTION-2ACt� OR EQUIVALENT. 2020 - e0 27.96 28A9 EP 28.0 / i ;-2 27.96 2045 "04a eo 27.74m 7.82 18 t 27. 31 4 -0" 43 2050 . a bca 2044 MAk. 2017 27.4127.52ec 27.42 / 6" 1 201 tb z 2 04 (� 7001 EXTENSION OF FABRIC r--- INTO TRENCH. / 20@ 23 _ FND. 5/8" I.R. 26` y F < W/CAP�..C�.. D. 6/8" N.R. G/CRP "Ca., I a \ \ LL I ° __ ° a ° _° _° B � � e IPB a _ ° ao a° I 9� < s , v 062 ° < 202 III 298 \ 2b I v 2�, ° 28.8 ,° \ <° 9.IB, 2 p na 2 ng • n k2�6. . '220 U E0 5•X20' A.E. CODE INO. -46192 II R -2 LL. .M.R. i II 2 II��1128 5 0�� -{] 2 5 Y 16 ng 2 ❑ 28 51 2 .86 zp. \ I CTW IX I FF=29. � \ PROPS ED ERGIAL BUILDING 3 A T. a I CONCRETE T WASH O AR A a p X o 00. - - I I 1 031 3 2 75 2032 �2y77 3 7.1 in z * 2, 27.6__ 1, ^ .10 ' RESPRVE "A LEz.4 1 I �g --�27 34 0 ZELDAWRIGHT 5/D t9 6 2 .47 27.58 \ \ a BLOCK 1 I I - RUIZ ANTONIO jH.C.C.F. NO. 20080138407 i c� LL I1 I E X 1 1 a o I \ i 2035 P9 2( m 2071 o v034 I « 0 p7 228.1 �8.2 7 LJ n 28.34 "q LL27 9 1 �I 2 . t 1 00 �' 0 X 1 n 1 2070 / - 60d I \2068 2g0g59 s 26.96 nc7c11.7� I 28.0 28.01 ! Z \ 2.04 27.6 0 _ �20' U,E. W/5'X20' AE _ L FILM CODE NO. 546192 y FND. 5/8" LR. i / H. C.41.R. o W/CAP "CCI•' 2042 / 3 23?30 / N88 25'32'W - 117.47_ u 0.00 2040 - z'041--_ 27.ajng P T E U � L 0 T / 28.1 ° ng 28.06 27.7 ' 29 )8 27.38 w° o Al E 1. Tire locaticai of the subjecx text on the Fema Flood hmnance Rate Nlip, CcrniznTity a I%b480307-9040-L, dated June 1$ 2007, lies mitbm (tnnsbaded) owe 'x', an area outside N year flood plain. This statenlrlt is based on scaling the location of said surety on o a abovie relereme nmp: This inknnatien is to detarrive flood insmance rates only and is mbandedto identify spacafic flooding oonditions. parings shown heaecas are based on. the Texas state plane coordinate system south II 5 N mm4204,NAD83. All comes heaem vvt ae calcularcedii nghcnoo W smfwe distance This suLvey was pec1i mled wtiout the benefit of a title moat and thedefcne easercents am other instnnncenrt5 may exist that ate not shown 1Teteon. No finthw res=-ch of the Harris o Recants vMas perfoanmd by Civil Concepts, Inc. rung these emsmr&rA& i W 00 a i N 6 w \ BUILDING LINE \ 1 2022 29.4 \ n 29.41 I l / 2029 28.9 / n 28.88 / I 2030 27.3 ng 27.32 \ 1.136 ACRES 2037 26.9 n 26.87 3 2 60d 27.20 203�7-0ii 27J 10.0Q 127. 7 `F/ND. 5/8"1 LR. 11rv/CAP "CCI" is 2. ATTACH FILTER FABRIC TO POSTS AND INSTALL IT INTO THE TRENCH. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. Q ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH. FILTER FABRIC POST FILTER FABRIC ' FLOW _ COMPACTED FLOW i%\�/% I a• I GENERAL NOTES: I-MI=N.-i COMPACT 1, SET POSTS AT 4-FEET MAXIMUM SPACING. IF FACTORY PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAXIMUM. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT THE POST, FOLD TOGETHER, AND ATTACH TO THE POSTS. 3. REMOVE SEDIMENT DEPOSITSSILTDEPTH FABRIDEECONE-THIRD OF HEIGHT OF THE FENCE. FILTER X-8- X SYMBOL WOOD OR METAL POST EXTEASIOR OF INTO FILTER FABRIC ��Il�llll�ii�l • A z 50'-0" MIN. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY EXISTING PUBLIC GROUND RIGHT-OF-WAY COARSE AGGREGATE - 3" TO 5" GRANULAR FILL (BROKEN PLAN VIEW CONCRETE IS NOT PERMITTED) EXISTING 50'-0" PUBLIC GROUND MIN RIGHT-OF-WAY INLET I REINFORCED FILTER FABRIC BARRIER G MIN SECTION A -A PLAN SEE REINFORCED FILTER FABRIC BARRIER DETAIL FOR REINFORCED FILTER FABRIC BARRIER REQUIREMENTS GEOTEXTILE NOTES: MIN. ADS SIEVE NO. 120 MIN MAX. ADS SIEVE NO. 50 MAX WEIGHT OZ/SY 4 OZ. MIN TOE OF SLOPE C FILTER DAM AT DETENTION BASIN OUTFALL PIPE PLAN RFD-2 SYMBOL C VARIABLE DISTAN 36 INCHES MIND WOOD OR METAL BEAM 8" MIN. PERMEABLE, SEPARATION GRADED TO PREVENT GE07EX71LE FABRIC FOR FULL WIDTH AND LENGHT OF EXIT RUN-OFF FROM LEAVING SITE PROFILE GENERAL NOTES: 1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET, WHICHEVER IS MORE. SYMBOL 2• CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL POINTS OF INGRESS OR EGRESS. 3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR OTHER AREAS WILL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT. 4. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO ACCOMMODATE A TRUCK WASHING AREA. PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AREA. 5. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN SURFACE BECOMES PACKED WITH MUD. 6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE. 7. ALTERNATIVE METHODS OF CONSTRUCTION INCLUDE -CEMENT STABILIZED SOIL: COMPACTED CEMENT STABILIZED SOIL, LIMESTONE AGGREGATE, OR OTHER FILL MATERIAL IN AN APPLICATION OF THICKNESS OF 8 INCHES, -WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 INCHES. -STEEL MAT$; PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS, STABILIZED CONSTRUCTION ACCESS COMPACTED SOIL - FLOW, 4' STAKE WATTLE OR WEIGH DOWN WOOD OR WITH SANDBAGS METAL POST ,.,, , SECTION A -A FILTER DAM NOTES: L VARIES 1 3 L �1 ml III WATTLE STAKED WITH 2 STAKES PER BALE OR WEIGHTED WITH SANDBAGS PLAN SANDBAG 10 MIL PLASTIC LINING 3'� ROCK/AGGREGATE B. :a,••z+'•' WOOD POST 3"x3"x8' g;+ - " ;u Ju,r GEOTEXTILE SECTION A -A 1^ LAW NOTES: PLYWOOD 48"x24" PAINTED WHITE BLACK LETTERS 7 4" HEIGHT CONCRETE WASHOUT PIT ORANGE SAFETY 1/2" LAG-j FENCE ON 3 SIDES SCREW 3' SANDBAG ILi I ILi 3'1 10 MIL PLASTIC LINING SIGN DETAIL (OR EQUIVALENT) ROCK/AGGREGATE (8" THICK MIN.) GENERAL NOTES: UNDERLAID WITH GEOTEXTILE 1. POST A SIGN READING "CONCRETE WASHOUT PIT" NEXT TO THE PIT. 2. VERBALLY INSTRUCT THE CONCRETE TRUCK DRIVERS WHERE THE PIT IS AND TO WASHOUT THEIR TRUCKS IN THE PIT AND NOWHERE ELSE. 3. UPON THE CONCRETE SETTING UP (CURING, DRYING OUT), THE CONCRETE WASTE SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. AFTER REMOVAL OF THE CONCRETE WASTE, THE WASHOUT PIT SHALL BE FILLED WITH CLEAN FILL MATERIAL AND COMPACTED TO IN -SITU CONDITIONS, OR AS DIRECTED BY THE PROJECT SPECIFICATIONS. 4. CONCRETE WASHOUT PITS SHALL NOT BE LOCATED DIRECTLY ADJACENT TO, NOR AT ANY TIME DRAIN INTO THE STORM SEWER SYSTEM OR ANY OTHER SWALE, DITCH, OR WATERWAY. 5. CONSTRUCT ENTRY ROAD AND BOTTOM OF WASHOUT AREA TO SUPPORT EXPECTED LOADINGS FROM TRUCKS EQUIPMENT. 1, TYPICALLY STRAW BALES ARE NOT RECOMMENDED FOR INLET PROTECTION BARRIERS. 2. INLET PROTECTION BARRIERS SHALL BE PLACED AFTER COMPLETION ON INLETS. ?'-0" WOOD OR INLET PROTECTION BARRIERS METAL BEAM FOR STAGE I INLETS FBI SYMBOL 0 .1 A. TYPES OF FILTER DAMS 1. TYPE 1 (NON -REINFORCED) G. HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM) IN INCHES C. 2. TYPE SLOPES - 2:1 (MAXIMUM). 2 (REINFORCED). NO. REVISION I DATE i305 Peden Street a. HEIGHT - 18-36 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. r Houston, Texas 77006 b. TOP WIDTH - 2 FEET (MINIMUM), TIVER [P](713) 526.3475 C. SLOPES - 2:1 (MAXIMUM). [t](713)526.5052 3. TYPE 3 REINFORCED (REINFORCED) N ' ' E G I N E E R I N G stivereng.com TX Regletration IN F•1S0 NOTE B.6. a. HEIGHT - 36-48 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM). 9802 NORTH H. STREET C. SLOPES - 3:1 (MAXIMUM), LA PORTE, TX 77571 4, TYPE 4 (GABION) ,,. .0.f•..D SITE DEVELOPMENT a. HEIGHT - 30 INCHES (MINIMUM). MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM. b. TOP WIDTH - 2 FEET (MINIMUM). r 5. TYPE 5. AS SHOWN ON THE PLANS. B. CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS. 1, TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH DIAMETER HEXAGONAL OPENINGS. 2. GRANULAR FILL: a. PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR AS SPECIFIED BY THE ENGINEER, b, 3-5 INCHES FOR ROCK FILTER DAM TYPES 1,2, AND 4 AND 4-8 INCHES FOR ROCK FILTER DAM TYPE 3. REFER TO GRANULAR FILL IN SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL, 3. WIRE MESH: FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURE TO ITSELF ON THE DOWNSTREAM SIDE USING WIRE TIES OR HOG RINGS. 4. IN STREAMS: SECURE OR STAKE MESH TO STREAM BED PRIOR TO AGGREGATE PLACEMENT. 5. SEE SPECIFICATION SECTION NO. 02364-FILTER DAMS. 6. EMBED ONE FOOT MINIMUM INTO SLOPE AND AT SLOPE RAISE ONE FOOT HIGHER THAN CENTER OF DEPRESSED AREA. PROPOSED SWPPP & DETAILS DNIGN:" Ry; JMS DRAWN BY: MR PROJECT NO. 15319 DATE: 12-21-2015 DRAWING SCALE AS SHOWN HEFT NO. 3 OF 3 ..s.: jOH'd M. STIVER ................. 105179 1A 5��8 etc. 1 41-JEXISTING FIRE HYDRANT APPROX. 215' FEET FROM CENTER OF PROPOSED SITE 1 1 1 1 1 1 i 1 ■ NORTH H STREET (89R.O.W.) ■ EXISTING 6"jATER MAIN — — — — — — ___ _ _ _-- — ---"-' — ■ EXISTING GAS MAIN I ■ ■ I i 1" WATER TAP �� EXISTING DITCH �` NEW 20' WIDE ■ 1" WATER ACCESS 15'-0" EXISTING NEW DROUGHT I METER NEW DROUGHT RESISTANT TREE DRIVEWAY AND ■ RESISTANT SHRUB I RE: PLANTING SCHEDULE CULVERT POWER POLE RE: _ PLANTING I BACKFLOW ,�^ __ _ \ SCHEDULE PREVENTOR 86°57'51" E 120.35 n n nl n ■ ■ 155.00, \ \ NEW SECONDARY --\ VOLTAGE BY \ CENTERPOINT \ \ \ \ \ ADJACENT LOT: RESERVE "A" ZELDAWRIGHT SID 1 BLOCK1 1 RUIZ ANTONIO , H.C.C.F. NO.20080138407 I 1 I 1 1 1 1 I i 1 1 1 I 1 1 1 t I I _ I ,I + I e NEW 3)4" \ LINE I NEW 1" WI \\ LINE I SECONDARY N VOLTAGE BY CENTERPOINT c� of 0 z 10' BUILDING LINE NEW PRIVATE 3" SANITARY SEWER LINE NOTE: MIN. 1/4" PER FOOT SLOPE i I i I 20' BUILDING I LINE _ T 5,-0" I I I OL II � I I II L25'-0" WIDE CONCRETE DRIVEWAY ® 9'-0"_EACH = 72'-0" n 0 I GRASS Ice Cat alfagt7 NEW DROUGHT RESISTANT TREE RE: PLANTING SCHEDULE ENT F�61 Y ukgffi� ( OTE: CLIENT HAS NO NEED N N x,, FOR A DUMPSTER. I PROP05SDh2}STOFtYBEAI)TSALON'Y,4, I !� YS Yee Syr idi 4 ° `' a pp u N.SCt, b a ♦c } t4 a� J $ 5t�n��1 �� 'it Et h `: "rrvYa.'FJAol Y I ,�t 4� 3i/SY ✓1, Y' NItSP h �t. GAS Z11 it �a Y ! ��o�SGNA�cUTAY Y METER eft A/C COW`{ i� t'b) �Y <, `�� ADJACENT LOT: RE: MECH {.., i' 't v c,.rtr.t �, �`. i,..r,.� LOT I CLEANo ti 1.136 ACRES ZNEW ELEC. METER LOCATION / LOCATION I (49,477 S0. FT.)/ � I OVER EAD SERVICE / Lu _ _ 355' 43 -0" N I ►i I ►i I � i I I I --I I I I I I I I I I I I I I I I I I I PROPOSED RETENTION POND RE: CIVIL GRADING PLAN I 1 I I I I I I I I I I i I I I I I I 20' BUILDING LINE I l \\L — — — — NEW 3" SANITARY SEWER LINE NOTE: MIN. 1/4" PER FOOT SLOPE i ��--------� — — — — - - - - - - - - - - - — — i I m N OO - - N 20'-0" I UTILITY EAS NT _ — — — N 88025132" W-117.42' — — ( CITY 4" SANITARY SEWER LINE , �CONNEC11ON BY z I — PROJECT INFORMATION: DEVELOPMENT NAME: EVERY SEASON SALON ZONING: GENERAL COMMERCIAL PART OF THE PARCEL OWNER NAME: I ETICIA ECHAVARRIA ALMAGUER DEVELOPER NAME: LETICIA ECHAVARRIA ALMAGUER LEGAL DESCRIPTION: SURVEY OF. RESERVE A PARTIAL REPLAT OF BEBE ACRES, RECORDED IN FILM CODE NO.674057, MAP RECORDS OF HARRIS COUNTY TEXAS, PLANTING SCHEDULE CITY. SYM. COMMON NAME REMARKS 5 TEXAS RED BUD DROUGHT RESISTANT: WILL BE HAND WATERED UNTIL ESTABLISHED 40 Q BLUE PLUMBAGO DROUGHT RESISTANT, WILL BE HAND WATERED UN11L ESTABLISHED LANDSCAPE ANALYSIS TABULATIONS A. STREET TREES: 120.35' FRONTAGE /30 - 4 STREET TREES B. PARKING LOT TREES: 1 PER 10 PARKING SPACES = 1 PARKING LOT TREES REQUIRED (9 SPACES/10 = 0.9 TREES). C. TOTAL TREE REQUIREMENT. A + B = 4+1 = 5 TOTAL NUMBER OF STREET AND PARKING LOT TREES REQUIRED. D. TOTAL NUMBER OF SHRUBS REQUIRED: 1 SHRUB EVERY 3' O.C. = 120' FRONNAGE - 20' ENTRY DRIVE = 100'/3 = 33 SHRUBS PARKING ANALYSIS: BEAUTY SALON 4 SPACES MINIMUM (NAILS CODE #812112) + 4 SPACES PER 1,000 SF REQUIRED PARKING: 4 MINIMUM = 4 SPACES 4 x 1,100 SF RETAIL SPACE = 4.4 SPACES REQUIRED PARKING = 8.4 SPACES PARKING PROVIDED: STANDARD PARKING SPACES: 8 SPACES H.C. ACCESSIBLE SPACES: 1 SPACE TOTAL PARKING PROVIDED: 9 SPACES SQUARE FOOTAGE OF LAND BEING DEVELOPED: AREA OF SITE: 30,153 SF AREA OF U11UTY EASEMENTS: - 6,951 SF SF OF LAND BEING DEVELOPED: a•. 23,202 SF NORM a.. Lo _ EXISTING 8" SEWER LINE o SITE PLAN ■ °O SCALE: i °=15'-0" N z S 86'57151" W - 468.31' DATE: 5.17.2016 LA PORTE FINAL SUBMITTAL �z �o 2 � =z �O Oa w z U' N � O w 00 > �W �. UT EGIA' 4205 DALLAS ST. UNIT #1 HOUSTON, TX 77023 SCALE: 1" = 15'-0" SHEET A 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■