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Home My WebLink AboutOAKLAND LAND & DEVELOPMENT WEST "M" ST PROJECT SITE PLANi j t L. 5 15 Z y a w r =m � a z Z a m 0 o� a 8 I t i 0 w w I- z z w w0 _ a 0. O z rs_ LIj L Z � a LI.I m 4 _0 LU ¢ 4 06 LU c O W g CD a. O 8 N Z W U co�oW N O °.-o U) I_ HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE M STREET PROJECT - AEIS PROJECT NO. 11-0014 RATIONAL METHOD FOR RUNOFF: Q = CIA FL='1 •..; C = 0.7 FOR CHIP SEAL, 0.8 FOR CONCRETE AND 0.3 FOR GRASS I = 6.78 AND A IS IN ACRES THEREFORE Q 1S IN CUBIC FEET PER SECOND (CFS) MANNING'S EQUATION: Q = A1.486/NR2/3S 1/2 (FOR SIZING PIPES) Q (CFS), A (AREA OF PIPE IN SQ F'I), R (HYDRAULIC RADIUS IN FT), S (SLOPE IN FT PER FT) 100 YR Number InIeUMH C I A Q A Inlet 0.7 6.78 0.654 3.10 B Inlet 0.7 6.78 0.918 4.36 C Inlet 0.7 .6.78 0.494 1 2.34 - D Inlet 1 0.7 6.78 0.652 3.09 Inlet to Inlet Qt Diameter TYP8 A n R S Q V(f/s) A B 3.10 15 HOPE 1227 0.011 0.3125 0.0024 3.740 3.05 B D 7.46 18 HOPE 1.767 0.011 0.3750 0.0039 7.7634.39 C D 2.34 12 HOPE 0.785 0.011 0.2500 1 0.0032 2.382 3.03 D OUT 12.90 24 :HOPE 3.142 0.011 0.5000 0.0024 13.098 4.17 ORIFICE CALCULATIONS Q=CAg2GH= D =QI/2.25H4 C = 0.80 A =12=0.111*II=0.3491 H = 19.00 • (14.79 + 0,6667) = 3.5433 Q = 0.8*0.3491 42*32.2*3.5433 = 4.2184 D = 4.2184 2 / 2.25*3.5433 4 = 0.6653' z 0.6653' x 12 = 7.9836" to 100 YR SITE DISCHARGE = 12.90 CFS m 0 0 DISCHARGE W/ 8" RESTRICTOR = 4.218 CFS (32.71/o) w o cn xq THEREFORE USE A 8" RESTRICTOR PIPE o 0 9 0 DETENTION SUMb ARY a o TOTAL ACRES: 2.9936 AC TOTAL ACREIMPROVED: 2.5874 AC z DETENTION REQUIRED: 0.2 AC-FT/AC 3 0 2. •5874 x 0.2 = 0.51748 0.51748 x 43560=22,541,4288 TOTAL DETENTION REQUIRED: 22,541.4288 CU. FT DETENTION PROVIDED: PARKING LOT AREA A: 14,254.50 CU. FT. PARKING LOT AREA B: 18,814.50 CU. FT. PARKING LOT AREA C: 10,017.55 CU. FT. PARKING LOT AREA D: 13,317.55 CU. FT. TOTAL DETENTION PROVIDED: 56,404.10 CU. Fr. MAX WATER LEVEL: EL 20.00 *DITCH VOLUME NOT INCLUDED ■ WEST M ST. p OF 0.09% 0.09% DITCH 60 L.F. OF 18" 60 L.F. OF 18", OUTFALL RCP CULVERT RCP CULVERT INLET W/ FRAME, °EXISTING DITCH FL 14.43 (M FL 14.57 (W) GRATE OR COVER NEEDS TO BE FL 14.49 (E) FL 14.63 (E) I TG 17.56 DESB,TED G 0.09% FL 14.60 78 L.F. OF 24" • H.D.P.E Qa 0.24% INLET 148 L.F. OF 12" TG 19.00• IT _D P.E (9 0.32% - *URESTRICTOR FL 15.55 �plpg INLET TG 19.00 FL 14.79 (N) FL 15.11 (W) FL 15.00 (S) 217 L.F. OF 18"� H.D.P.E Cja 0.39% I INLET INLET TG 19.00 TG 19.00 148 L.F. OF 15" _ FL 15.46 (N) FL 16.02 H.D.P.Ca,E 0.24% FL 15.66 (W) STORM SEWER LAYOUT - 01 SCALE 1" = 60' INLETS TO BE TYPE C W/ 36" x 36" GRATES OWNERS - BLUE FLASH EXPRESS INC. PROP. 5/8" TS&V TAP & BOX EXISTING HYDRANT 1 t - HCAD-o24-202-041-0001 ON EXIST. 8" W.L. (BY CITY) I' DEVELOPED 34 -F' CHAINIn 1Iv�F[�l;[ELE1 "' � x � •« - 0 15' 30' 60' I_ •' A '26T- ct 266'TO WET-- ' 8" WATER (FROM MAPS) GAS ` n3 c;,` ROW LINE OF - - 16TH STREET 1 INCH = 30'FT. 41 151e140 collC, 15 80.1 , r;� t 15 _ 40 15 65 " 1 CENTER OF PROP. NEL 5 _, S_ West M 60 R. St. 1@ ST.40' DRIVEwA �a POWER- LE- - -- - --- � y� ` I_ RIS' R15' ? R15' a KEYNOTES �y ' SET - i '5/8" I FL 14.96., ' a a 1 0 �Sj8 �� --' PROP 3 5" CHIP SEAL PAVEMENT;10" CRUSHED _. • � .\ ,�G T: .:. �.�. .- _ W a• r * * W +• 1 : JR��L.. � \a� ` ` II � -•e� US TC3I75¢ T O LIMESTONE; W/ 8 LIME STAB. SUBGRADE AT 6/0 TP.20.00 ~ � w .. V .. re. �.TP 20 00 � r � r TP 19.47 * ] 20 6 D. SETBACK 20`.00 W T1' 20.40- _ ` 20`-00 . TP.18 99 w �* P PROP. 40 CONCRETE TO ASPHALT DRIVEWAY W / oo f ?. '9.. . y . TP.l>G r� f� �'.r;=r.I.2 O 18" X 18" THICKENED EDGE. ;' O, �•� ' .9A F �. S 1v.19 try i '1 ... 1P 19i94' .... ,• .. ,y. . m, iL TP20.0o. PROP. 40 CONCRETE TO CONCRETE DRIVEWAY W FL .oz - TP' x9.78 ( T13 19.78 18 X 18 THICKENED EDGE. TP �Q:88 TP2000 CITY OF LA PORTS Cq . W 3A 18" WIDE FULL DEPTH SAWCUT KEY MAP PG: 580-E pX - _ . " a 4 RE W/ 7 CONC. (LI) LIGHT INDUSTRY. a : ' h a. z AND OUR CONCH IL FILLED BOLLARDS(TYP.)C. O PAD o.' ( HCAD # 0402780010025 ARE�1.0 ). �.. A;REA`D x. 7 00 I :• 0.625 :AC . o , 7. ` ` " 5 PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROJECT # _- 0.494 AC � � .��. O`I 0 W FLI .08 2 34_CFS '3.09 CFS': ! W. aREMOVE EXISTING 24" CULVERT AND EXISTING GRAVEL DRIVEWAY. TYPE OF DEVELOPMENT: STORAGE YARD 00 : I. : o CHIP'SEAL' CHIP SEAL O . o O40' WOODEN CLASS C UTILITY POLE; 6' MIN BURY; 7 DESCRIPTION OF LAND: GALVANIZED ANGLE G IRON CROSS ARMS ('IYP 4) ..O , OT: BLOCK: SUBWV19CN: r TRS 3 & A 1176 TOWN OF LA PORTE PROPOSED UNDERGROUND CONDUITS FOR ' ": '' _, \•., RECORDATION: CWNTT: ABS 35 J.HUNTER HA * O ELECTRICAL SERVICE TO PROPOSED YARD RRIS ►O t l E, '� . ., � '~ _L H AOORcss: CITY: LENDER: 290', t' �1 LIGHTING. T 1801 WEST M STREET LA PORTS _ Y I'I Iw, 2 I , _ I PVC CONDUITS; (' MIN BURY. URDHASER/DWNER: E cDHPANr: 4 I , , w , 2 U OAKLAND LAND & DEVELOPMENT, LLC 11 4 , SCH 40 Isj I l �b } (300 L.F. x 2 = 600 L.F. OF CONDUIT) S •, I o I . � � �.. �. raj `f PROPOSED CHAIN LINK FENCE. RE: FENCE M . _ ` ? y 19.60 1, . ..w ,r,._ : ��, ft l�: �y r,. ti, f 9 DETAIL THIS SHEET. O CHIP'SEAL:; .(CHIPSEAL �I 20 rn PROPOSED ED 44' BI PASS GATES (2 TYP .) O O .PROP. 5/8 IRRIGATION METER W/ B. FLOW STATEMENT: ' F FLOOD o o .I O PREVENTOR FOR IRRIGATION SERVICE RPZ N.. , . ' ... r .} �,.1• 11 ( ) SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE ° X AN AREA DETERMINED TO BE OUTSIDE THE 0.2 /o- I I L . 2 •y ' w ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL o. h NO 48201CO945L DATED JUNE 18, 2007 LEGEND I FLI 261 O o ; I w _ f L CONCRETE PAVING (DRIVEWAYS) REGISTERED ENGINEER: , 40' :i 60' I, P N A LICENSED 112,525.33 Q TEXAS CHIP SEAL PAVING HILLIP E. JOHNS 7" DO HEREBY CERTIFY THAT THE INFORMATION 7" CONCRETE PAVING O. AND FL .32I Tr lss�: 183.67 SQ. FT. (TRASH ENCL.) CORRECT T AN TRUE AREA A .. ' .: AREA B I , THIS MINOR SITE PLAN UE HE OF KN 1_ DG . 0.654 Ae 8 0.918'AC ( I W W PROPOSED HYDROMULCH I I BE MY OWL E I _' 3 1_0_CFS 4:.36'CFS. 7 _ _ _ _ _ _ ,826.00 SQ. FT LANDSCAPING REQUIREMENTS: 1 ( I UGE _UGE TUGS _ _ UGE UGE_ UGE _UGE _ UGE _ _ _UGE Ut3E UGE _ _ UGE _ TOTAL DEVELOPED SITE AREA- 130,400.00 SQ. FT. ml PROPOSED 2" OAK TREE 8 TYP. _ TOTAL ROOFED OVER IMPROVEMENTS: 0.00 SQ. FT. }, n REG'RADE DESILT 1 �, ( ) oW i EXIST DITCH 0A2%' (130,400 SQ. FT x 0.06 = 7824) X I ( WITH ': B @ y - PROPOSED 18" INDIAN HAWTHORN REQUIRED LANDSCAPING: = 7,824.00 SQ. Fr. FL .3a I 3... OTTOM AND WWI SHRUB 33 TYP. 4. rv' SIDE SLOPES• OF 3 •1' D LANDSCAPING. = 26.00 Q 3.1 3.1 a' ro I � H ... ,. .' '. ,. .:. ... ... ' O1 SQ. FT. ALONG M STREET ( ) PR 78 S .FT S LIGHT; _ 0 10' x 348' 3480 SQ. FT ALONG EAST SIDE OF PROJECT 1500 WATT MH SPORT GHT• 480 VOLT; (12 TYP.) Tx 21 V = 1055 SQ. FT ALONG WEST SIDE OF PROJECT l q R: P H.D.P.E � �( PROPOSED H.D. STORM LINE NOTES: I ( -. ID .BLDG` SET6ACIC j - - _ jI - 1: NO SANITARY SEWER SERVICE PROPOSED. FL .44 TPA .DO ` :`�. �' JETTP 20 0 / I swR SAN. SWR. NOT PROPOSED TOP OF PAVEMENT 20.00 2. NO DOMESTIC WATER SERVICE PROPOSED 'a WATER NOT PROPOSED "T i T 'v - DW DW - 3. PROPOSED 5/8" IRRIGATION METER. S OD -3 STRAND BARB WIRE 21/2" GALV. METAL POST o *PROPOSED FENCE TO BE 7'-6" TOTAL HEIGHT coIli in ! II�I,� u _,il V TEL TEL NOT PROPOSED 4. NO GAS SERVICE PROPOSED. (Undeveloped) - E E - PROP. OVERHEAD ELECTRICAL LINE s. No PROPOSED BUILDING. WEST N STREET. 6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR (8O ORDINANCE UGE PROPOSED YARD LIGHTING. cl,osED BY ORDINANCE # 2s90 PROP. UNDERGROUND ELECTRICAL OWNERS - ALTON OGDEN JR. HCAD-040-278-001-0023 GAS GAS NOT PROPOSED PROPOSED 1500 POWELL RD. PROJECT PROPERTY CORNER SIGN 10'SliTBACK � 4- FIRE HYDRANT • WATER METER I 9OFPROP E' GUY WIRE WATER VALVE PL 13'BTM. o MAILBOX 15.55 SPOT ELEVATION N.G. • MANHOLE FL=12.39 FLOWLINE ELEVATION i 3:1 I POWER POLE T.B.M. TEMPORARY BENCHMARK 13' ; i THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE YARD" FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE FENCE DETAIL - 02 TYP DITCH - 03 WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: 6"� CIOA;� DI CTO A PORTS PLANNING DEPARTMENT -I 11 w , L0 m: U W �o CO ('� � -� CT1 �l� �u d�00 W N CV � Cq o f:r, /G �/�yyo O VD o V. - z,oE� O Do • CID U rq 0 I EVGENEJOHNSON ....... 58605 a) h CL ^off W LL W � n> 0 O Z W a w �S Uj C� w CU 2 � !!-- r 00 w � (0 (U w CU o � V_ OB NO. 11-0014 IRWN BY: RC RD BY: PEJ ILE: C1.OR3.dwg SCALE: 1" = 30' IATE: Mon, Jun 13 2011 IWG: C1.0 ll- g•t o00019 I t i 0 w w I- z z w w0 _ a 0. O z rs_ LIj L Z � a LI.I m 4 _0 LU ¢ 4 06 LU c O W g CD a. O 8 N Z W U co�oW N O °.-o U) I_ HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE M STREET PROJECT - AEIS PROJECT NO. 11-0014 RATIONAL METHOD FOR RUNOFF: Q = CIA FL='1 •..; C = 0.7 FOR CHIP SEAL, 0.8 FOR CONCRETE AND 0.3 FOR GRASS I = 6.78 AND A IS IN ACRES THEREFORE Q 1S IN CUBIC FEET PER SECOND (CFS) MANNING'S EQUATION: Q = A1.486/NR2/3S 1/2 (FOR SIZING PIPES) Q (CFS), A (AREA OF PIPE IN SQ F'I), R (HYDRAULIC RADIUS IN FT), S (SLOPE IN FT PER FT) 100 YR Number InIeUMH C I A Q A Inlet 0.7 6.78 0.654 3.10 B Inlet 0.7 6.78 0.918 4.36 C Inlet 0.7 .6.78 0.494 1 2.34 - D Inlet 1 0.7 6.78 0.652 3.09 Inlet to Inlet Qt Diameter TYP8 A n R S Q V(f/s) A B 3.10 15 HOPE 1227 0.011 0.3125 0.0024 3.740 3.05 B D 7.46 18 HOPE 1.767 0.011 0.3750 0.0039 7.7634.39 C D 2.34 12 HOPE 0.785 0.011 0.2500 1 0.0032 2.382 3.03 D OUT 12.90 24 :HOPE 3.142 0.011 0.5000 0.0024 13.098 4.17 ORIFICE CALCULATIONS Q=CAg2GH= D =QI/2.25H4 C = 0.80 A =12=0.111*II=0.3491 H = 19.00 • (14.79 + 0,6667) = 3.5433 Q = 0.8*0.3491 42*32.2*3.5433 = 4.2184 D = 4.2184 2 / 2.25*3.5433 4 = 0.6653' z 0.6653' x 12 = 7.9836" to 100 YR SITE DISCHARGE = 12.90 CFS m 0 0 DISCHARGE W/ 8" RESTRICTOR = 4.218 CFS (32.71/o) w o cn xq THEREFORE USE A 8" RESTRICTOR PIPE o 0 9 0 DETENTION SUMb ARY a o TOTAL ACRES: 2.9936 AC TOTAL ACREIMPROVED: 2.5874 AC z DETENTION REQUIRED: 0.2 AC-FT/AC 3 0 2. •5874 x 0.2 = 0.51748 0.51748 x 43560=22,541,4288 TOTAL DETENTION REQUIRED: 22,541.4288 CU. FT DETENTION PROVIDED: PARKING LOT AREA A: 14,254.50 CU. FT. PARKING LOT AREA B: 18,814.50 CU. FT. PARKING LOT AREA C: 10,017.55 CU. FT. PARKING LOT AREA D: 13,317.55 CU. FT. TOTAL DETENTION PROVIDED: 56,404.10 CU. Fr. MAX WATER LEVEL: EL 20.00 *DITCH VOLUME NOT INCLUDED ■ WEST M ST. p OF 0.09% 0.09% DITCH 60 L.F. OF 18" 60 L.F. OF 18", OUTFALL RCP CULVERT RCP CULVERT INLET W/ FRAME, °EXISTING DITCH FL 14.43 (M FL 14.57 (W) GRATE OR COVER NEEDS TO BE FL 14.49 (E) FL 14.63 (E) I TG 17.56 DESB,TED G 0.09% FL 14.60 78 L.F. OF 24" • H.D.P.E Qa 0.24% INLET 148 L.F. OF 12" TG 19.00• IT _D P.E (9 0.32% - *URESTRICTOR FL 15.55 �plpg INLET TG 19.00 FL 14.79 (N) FL 15.11 (W) FL 15.00 (S) 217 L.F. OF 18"� H.D.P.E Cja 0.39% I INLET INLET TG 19.00 TG 19.00 148 L.F. OF 15" _ FL 15.46 (N) FL 16.02 H.D.P.Ca,E 0.24% FL 15.66 (W) STORM SEWER LAYOUT - 01 SCALE 1" = 60' INLETS TO BE TYPE C W/ 36" x 36" GRATES OWNERS - BLUE FLASH EXPRESS INC. PROP. 5/8" TS&V TAP & BOX EXISTING HYDRANT 1 t - HCAD-o24-202-041-0001 ON EXIST. 8" W.L. (BY CITY) I' DEVELOPED 34 -F' CHAINIn 1Iv�F[�l;[ELE1 "' � x � •« - 0 15' 30' 60' I_ •' A '26T- ct 266'TO WET-- ' 8" WATER (FROM MAPS) GAS ` n3 c;,` ROW LINE OF - - 16TH STREET 1 INCH = 30'FT. 41 151e140 collC, 15 80.1 , r;� t 15 _ 40 15 65 " 1 CENTER OF PROP. NEL 5 _, S_ West M 60 R. St. 1@ ST.40' DRIVEwA �a POWER- LE- - -- - --- � y� ` I_ RIS' R15' ? R15' a KEYNOTES �y ' SET - i '5/8" I FL 14.96., ' a a 1 0 �Sj8 �� --' PROP 3 5" CHIP SEAL PAVEMENT;10" CRUSHED _. • � .\ ,�G T: .:. �.�. .- _ W a• r * * W +• 1 : JR��L.. � \a� ` ` II � -•e� US TC3I75¢ T O LIMESTONE; W/ 8 LIME STAB. SUBGRADE AT 6/0 TP.20.00 ~ � w .. V .. re. �.TP 20 00 � r � r TP 19.47 * ] 20 6 D. SETBACK 20`.00 W T1' 20.40- _ ` 20`-00 . TP.18 99 w �* P PROP. 40 CONCRETE TO ASPHALT DRIVEWAY W / oo f ?. '9.. . y . TP.l>G r� f� �'.r;=r.I.2 O 18" X 18" THICKENED EDGE. ;' O, �•� ' .9A F �. S 1v.19 try i '1 ... 1P 19i94' .... ,• .. ,y. . m, iL TP20.0o. PROP. 40 CONCRETE TO CONCRETE DRIVEWAY W FL .oz - TP' x9.78 ( T13 19.78 18 X 18 THICKENED EDGE. TP �Q:88 TP2000 CITY OF LA PORTS Cq . W 3A 18" WIDE FULL DEPTH SAWCUT KEY MAP PG: 580-E pX - _ . " a 4 RE W/ 7 CONC. (LI) LIGHT INDUSTRY. a : ' h a. z AND OUR CONCH IL FILLED BOLLARDS(TYP.)C. O PAD o.' ( HCAD # 0402780010025 ARE�1.0 ). �.. A;REA`D x. 7 00 I :• 0.625 :AC . o , 7. ` ` " 5 PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROJECT # _- 0.494 AC � � .��. O`I 0 W FLI .08 2 34_CFS '3.09 CFS': ! W. aREMOVE EXISTING 24" CULVERT AND EXISTING GRAVEL DRIVEWAY. TYPE OF DEVELOPMENT: STORAGE YARD 00 : I. : o CHIP'SEAL' CHIP SEAL O . o O40' WOODEN CLASS C UTILITY POLE; 6' MIN BURY; 7 DESCRIPTION OF LAND: GALVANIZED ANGLE G IRON CROSS ARMS ('IYP 4) ..O , OT: BLOCK: SUBWV19CN: r TRS 3 & A 1176 TOWN OF LA PORTE PROPOSED UNDERGROUND CONDUITS FOR ' ": '' _, \•., RECORDATION: CWNTT: ABS 35 J.HUNTER HA * O ELECTRICAL SERVICE TO PROPOSED YARD RRIS ►O t l E, '� . ., � '~ _L H AOORcss: CITY: LENDER: 290', t' �1 LIGHTING. T 1801 WEST M STREET LA PORTS _ Y I'I Iw, 2 I , _ I PVC CONDUITS; (' MIN BURY. URDHASER/DWNER: E cDHPANr: 4 I , , w , 2 U OAKLAND LAND & DEVELOPMENT, LLC 11 4 , SCH 40 Isj I l �b } (300 L.F. x 2 = 600 L.F. OF CONDUIT) S •, I o I . � � �.. �. raj `f PROPOSED CHAIN LINK FENCE. RE: FENCE M . _ ` ? y 19.60 1, . ..w ,r,._ : ��, ft l�: �y r,. ti, f 9 DETAIL THIS SHEET. O CHIP'SEAL:; .(CHIPSEAL �I 20 rn PROPOSED ED 44' BI PASS GATES (2 TYP .) O O .PROP. 5/8 IRRIGATION METER W/ B. FLOW STATEMENT: ' F FLOOD o o .I O PREVENTOR FOR IRRIGATION SERVICE RPZ N.. , . ' ... r .} �,.1• 11 ( ) SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE ° X AN AREA DETERMINED TO BE OUTSIDE THE 0.2 /o- I I L . 2 •y ' w ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL o. h NO 48201CO945L DATED JUNE 18, 2007 LEGEND I FLI 261 O o ; I w _ f L CONCRETE PAVING (DRIVEWAYS) REGISTERED ENGINEER: , 40' :i 60' I, P N A LICENSED 112,525.33 Q TEXAS CHIP SEAL PAVING HILLIP E. JOHNS 7" DO HEREBY CERTIFY THAT THE INFORMATION 7" CONCRETE PAVING O. AND FL .32I Tr lss�: 183.67 SQ. FT. (TRASH ENCL.) CORRECT T AN TRUE AREA A .. ' .: AREA B I , THIS MINOR SITE PLAN UE HE OF KN 1_ DG . 0.654 Ae 8 0.918'AC ( I W W PROPOSED HYDROMULCH I I BE MY OWL E I _' 3 1_0_CFS 4:.36'CFS. 7 _ _ _ _ _ _ ,826.00 SQ. FT LANDSCAPING REQUIREMENTS: 1 ( I UGE _UGE TUGS _ _ UGE UGE_ UGE _UGE _ UGE _ _ _UGE Ut3E UGE _ _ UGE _ TOTAL DEVELOPED SITE AREA- 130,400.00 SQ. FT. ml PROPOSED 2" OAK TREE 8 TYP. _ TOTAL ROOFED OVER IMPROVEMENTS: 0.00 SQ. FT. }, n REG'RADE DESILT 1 �, ( ) oW i EXIST DITCH 0A2%' (130,400 SQ. FT x 0.06 = 7824) X I ( WITH ': B @ y - PROPOSED 18" INDIAN HAWTHORN REQUIRED LANDSCAPING: = 7,824.00 SQ. Fr. FL .3a I 3... OTTOM AND WWI SHRUB 33 TYP. 4. rv' SIDE SLOPES• OF 3 •1' D LANDSCAPING. = 26.00 Q 3.1 3.1 a' ro I � H ... ,. .' '. ,. .:. ... ... ' O1 SQ. FT. ALONG M STREET ( ) PR 78 S .FT S LIGHT; _ 0 10' x 348' 3480 SQ. FT ALONG EAST SIDE OF PROJECT 1500 WATT MH SPORT GHT• 480 VOLT; (12 TYP.) Tx 21 V = 1055 SQ. FT ALONG WEST SIDE OF PROJECT l q R: P H.D.P.E � �( PROPOSED H.D. STORM LINE NOTES: I ( -. ID .BLDG` SET6ACIC j - - _ jI - 1: NO SANITARY SEWER SERVICE PROPOSED. FL .44 TPA .DO ` :`�. �' JETTP 20 0 / I swR SAN. SWR. NOT PROPOSED TOP OF PAVEMENT 20.00 2. NO DOMESTIC WATER SERVICE PROPOSED 'a WATER NOT PROPOSED "T i T 'v - DW DW - 3. PROPOSED 5/8" IRRIGATION METER. S OD -3 STRAND BARB WIRE 21/2" GALV. METAL POST o *PROPOSED FENCE TO BE 7'-6" TOTAL HEIGHT coIli in ! II�I,� u _,il V TEL TEL NOT PROPOSED 4. NO GAS SERVICE PROPOSED. (Undeveloped) - E E - PROP. OVERHEAD ELECTRICAL LINE s. No PROPOSED BUILDING. WEST N STREET. 6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR (8O ORDINANCE UGE PROPOSED YARD LIGHTING. cl,osED BY ORDINANCE # 2s90 PROP. UNDERGROUND ELECTRICAL OWNERS - ALTON OGDEN JR. HCAD-040-278-001-0023 GAS GAS NOT PROPOSED PROPOSED 1500 POWELL RD. PROJECT PROPERTY CORNER SIGN 10'SliTBACK � 4- FIRE HYDRANT • WATER METER I 9OFPROP E' GUY WIRE WATER VALVE PL 13'BTM. o MAILBOX 15.55 SPOT ELEVATION N.G. • MANHOLE FL=12.39 FLOWLINE ELEVATION i 3:1 I POWER POLE T.B.M. TEMPORARY BENCHMARK 13' ; i THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE YARD" FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE FENCE DETAIL - 02 TYP DITCH - 03 WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: 6"� CIOA;� DI CTO A PORTS PLANNING DEPARTMENT -I 11 w , L0 m: U W �o CO ('� � -� CT1 �l� �u d�00 W N CV � Cq o f:r, /G �/�yyo O VD o V. - z,oE� O Do • CID U rq 0 I EVGENEJOHNSON ....... 58605 a) h CL ^off W LL W � n> 0 O Z W a w �S Uj C� w CU 2 � !!-- r 00 w � (0 (U w CU o � V_ OB NO. 11-0014 IRWN BY: RC RD BY: PEJ ILE: C1.OR3.dwg SCALE: 1" = 30' IATE: Mon, Jun 13 2011 IWG: C1.0 ll- g•t o00019 HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE M STREET PROJECT - AEIS PROJECT NO. 11-0014 RATIONAL METHOD FOR RUNOFF: Q = CIA FL='1 •..; C = 0.7 FOR CHIP SEAL, 0.8 FOR CONCRETE AND 0.3 FOR GRASS I = 6.78 AND A IS IN ACRES THEREFORE Q 1S IN CUBIC FEET PER SECOND (CFS) MANNING'S EQUATION: Q = A1.486/NR2/3S 1/2 (FOR SIZING PIPES) Q (CFS), A (AREA OF PIPE IN SQ F'I), R (HYDRAULIC RADIUS IN FT), S (SLOPE IN FT PER FT) 100 YR Number InIeUMH C I A Q A Inlet 0.7 6.78 0.654 3.10 B Inlet 0.7 6.78 0.918 4.36 C Inlet 0.7 .6.78 0.494 1 2.34 - D Inlet 1 0.7 6.78 0.652 3.09 Inlet to Inlet Qt Diameter TYP8 A n R S Q V(f/s) A B 3.10 15 HOPE 1227 0.011 0.3125 0.0024 3.740 3.05 B D 7.46 18 HOPE 1.767 0.011 0.3750 0.0039 7.7634.39 C D 2.34 12 HOPE 0.785 0.011 0.2500 1 0.0032 2.382 3.03 D OUT 12.90 24 :HOPE 3.142 0.011 0.5000 0.0024 13.098 4.17 ORIFICE CALCULATIONS Q=CAg2GH= D =QI/2.25H4 C = 0.80 A =12=0.111*II=0.3491 H = 19.00 • (14.79 + 0,6667) = 3.5433 Q = 0.8*0.3491 42*32.2*3.5433 = 4.2184 D = 4.2184 2 / 2.25*3.5433 4 = 0.6653' z 0.6653' x 12 = 7.9836" to 100 YR SITE DISCHARGE = 12.90 CFS m 0 0 DISCHARGE W/ 8" RESTRICTOR = 4.218 CFS (32.71/o) w o cn xq THEREFORE USE A 8" RESTRICTOR PIPE o 0 9 0 DETENTION SUMb ARY a o TOTAL ACRES: 2.9936 AC TOTAL ACREIMPROVED: 2.5874 AC z DETENTION REQUIRED: 0.2 AC-FT/AC 3 0 2. •5874 x 0.2 = 0.51748 0.51748 x 43560=22,541,4288 TOTAL DETENTION REQUIRED: 22,541.4288 CU. FT DETENTION PROVIDED: PARKING LOT AREA A: 14,254.50 CU. FT. PARKING LOT AREA B: 18,814.50 CU. FT. PARKING LOT AREA C: 10,017.55 CU. FT. PARKING LOT AREA D: 13,317.55 CU. FT. TOTAL DETENTION PROVIDED: 56,404.10 CU. Fr. MAX WATER LEVEL: EL 20.00 *DITCH VOLUME NOT INCLUDED ■ WEST M ST. p OF 0.09% 0.09% DITCH 60 L.F. OF 18" 60 L.F. OF 18", OUTFALL RCP CULVERT RCP CULVERT INLET W/ FRAME, °EXISTING DITCH FL 14.43 (M FL 14.57 (W) GRATE OR COVER NEEDS TO BE FL 14.49 (E) FL 14.63 (E) I TG 17.56 DESB,TED G 0.09% FL 14.60 78 L.F. OF 24" • H.D.P.E Qa 0.24% INLET 148 L.F. OF 12" TG 19.00• IT _D P.E (9 0.32% - *URESTRICTOR FL 15.55 �plpg INLET TG 19.00 FL 14.79 (N) FL 15.11 (W) FL 15.00 (S) 217 L.F. OF 18"� H.D.P.E Cja 0.39% I INLET INLET TG 19.00 TG 19.00 148 L.F. OF 15" _ FL 15.46 (N) FL 16.02 H.D.P.Ca,E 0.24% FL 15.66 (W) STORM SEWER LAYOUT - 01 SCALE 1" = 60' INLETS TO BE TYPE C W/ 36" x 36" GRATES OWNERS - BLUE FLASH EXPRESS INC. PROP. 5/8" TS&V TAP & BOX EXISTING HYDRANT 1 t - HCAD-o24-202-041-0001 ON EXIST. 8" W.L. (BY CITY) I' DEVELOPED 34 -F' CHAINIn 1Iv�F[�l;[ELE1 "' � x � •« - 0 15' 30' 60' I_ •' A '26T- ct 266'TO WET-- ' 8" WATER (FROM MAPS) GAS ` n3 c;,` ROW LINE OF - - 16TH STREET 1 INCH = 30'FT. 41 151e140 collC, 15 80.1 , r;� t 15 _ 40 15 65 " 1 CENTER OF PROP. NEL 5 _, S_ West M 60 R. St. 1@ ST.40' DRIVEwA �a POWER- LE- - -- - --- � y� ` I_ RIS' R15' ? R15' a KEYNOTES �y ' SET - i '5/8" I FL 14.96., ' a a 1 0 �Sj8 �� --' PROP 3 5" CHIP SEAL PAVEMENT;10" CRUSHED _. • � .\ ,�G T: .:. �.�. .- _ W a• r * * W +• 1 : JR��L.. � \a� ` ` II � -•e� US TC3I75¢ T O LIMESTONE; W/ 8 LIME STAB. SUBGRADE AT 6/0 TP.20.00 ~ � w .. V .. re. �.TP 20 00 � r � r TP 19.47 * ] 20 6 D. SETBACK 20`.00 W T1' 20.40- _ ` 20`-00 . TP.18 99 w �* P PROP. 40 CONCRETE TO ASPHALT DRIVEWAY W / oo f ?. '9.. . y . TP.l>G r� f� �'.r;=r.I.2 O 18" X 18" THICKENED EDGE. ;' O, �•� ' .9A F �. S 1v.19 try i '1 ... 1P 19i94' .... ,• .. ,y. . m, iL TP20.0o. PROP. 40 CONCRETE TO CONCRETE DRIVEWAY W FL .oz - TP' x9.78 ( T13 19.78 18 X 18 THICKENED EDGE. TP �Q:88 TP2000 CITY OF LA PORTS Cq . W 3A 18" WIDE FULL DEPTH SAWCUT KEY MAP PG: 580-E pX - _ . " a 4 RE W/ 7 CONC. (LI) LIGHT INDUSTRY. a : ' h a. z AND OUR CONCH IL FILLED BOLLARDS(TYP.)C. O PAD o.' ( HCAD # 0402780010025 ARE�1.0 ). �.. A;REA`D x. 7 00 I :• 0.625 :AC . o , 7. ` ` " 5 PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROJECT # _- 0.494 AC � � .��. O`I 0 W FLI .08 2 34_CFS '3.09 CFS': ! W. aREMOVE EXISTING 24" CULVERT AND EXISTING GRAVEL DRIVEWAY. TYPE OF DEVELOPMENT: STORAGE YARD 00 : I. : o CHIP'SEAL' CHIP SEAL O . o O40' WOODEN CLASS C UTILITY POLE; 6' MIN BURY; 7 DESCRIPTION OF LAND: GALVANIZED ANGLE G IRON CROSS ARMS ('IYP 4) ..O , OT: BLOCK: SUBWV19CN: r TRS 3 & A 1176 TOWN OF LA PORTE PROPOSED UNDERGROUND CONDUITS FOR ' ": '' _, \•., RECORDATION: CWNTT: ABS 35 J.HUNTER HA * O ELECTRICAL SERVICE TO PROPOSED YARD RRIS ►O t l E, '� . ., � '~ _L H AOORcss: CITY: LENDER: 290', t' �1 LIGHTING. T 1801 WEST M STREET LA PORTS _ Y I'I Iw, 2 I , _ I PVC CONDUITS; (' MIN BURY. URDHASER/DWNER: E cDHPANr: 4 I , , w , 2 U OAKLAND LAND & DEVELOPMENT, LLC 11 4 , SCH 40 Isj I l �b } (300 L.F. x 2 = 600 L.F. OF CONDUIT) S •, I o I . � � �.. �. raj `f PROPOSED CHAIN LINK FENCE. RE: FENCE M . _ ` ? y 19.60 1, . ..w ,r,._ : ��, ft l�: �y r,. ti, f 9 DETAIL THIS SHEET. O CHIP'SEAL:; .(CHIPSEAL �I 20 rn PROPOSED ED 44' BI PASS GATES (2 TYP .) O O .PROP. 5/8 IRRIGATION METER W/ B. FLOW STATEMENT: ' F FLOOD o o .I O PREVENTOR FOR IRRIGATION SERVICE RPZ N.. , . ' ... r .} �,.1• 11 ( ) SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE ° X AN AREA DETERMINED TO BE OUTSIDE THE 0.2 /o- I I L . 2 •y ' w ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL o. h NO 48201CO945L DATED JUNE 18, 2007 LEGEND I FLI 261 O o ; I w _ f L CONCRETE PAVING (DRIVEWAYS) REGISTERED ENGINEER: , 40' :i 60' I, P N A LICENSED 112,525.33 Q TEXAS CHIP SEAL PAVING HILLIP E. JOHNS 7" DO HEREBY CERTIFY THAT THE INFORMATION 7" CONCRETE PAVING O. AND FL .32I Tr lss�: 183.67 SQ. FT. (TRASH ENCL.) CORRECT T AN TRUE AREA A .. ' .: AREA B I , THIS MINOR SITE PLAN UE HE OF KN 1_ DG . 0.654 Ae 8 0.918'AC ( I W W PROPOSED HYDROMULCH I I BE MY OWL E I _' 3 1_0_CFS 4:.36'CFS. 7 _ _ _ _ _ _ ,826.00 SQ. FT LANDSCAPING REQUIREMENTS: 1 ( I UGE _UGE TUGS _ _ UGE UGE_ UGE _UGE _ UGE _ _ _UGE Ut3E UGE _ _ UGE _ TOTAL DEVELOPED SITE AREA- 130,400.00 SQ. FT. ml PROPOSED 2" OAK TREE 8 TYP. _ TOTAL ROOFED OVER IMPROVEMENTS: 0.00 SQ. FT. }, n REG'RADE DESILT 1 �, ( ) oW i EXIST DITCH 0A2%' (130,400 SQ. FT x 0.06 = 7824) X I ( WITH ': B @ y - PROPOSED 18" INDIAN HAWTHORN REQUIRED LANDSCAPING: = 7,824.00 SQ. Fr. FL .3a I 3... OTTOM AND WWI SHRUB 33 TYP. 4. rv' SIDE SLOPES• OF 3 •1' D LANDSCAPING. = 26.00 Q 3.1 3.1 a' ro I � H ... ,. .' '. ,. .:. ... ... ' O1 SQ. FT. ALONG M STREET ( ) PR 78 S .FT S LIGHT; _ 0 10' x 348' 3480 SQ. FT ALONG EAST SIDE OF PROJECT 1500 WATT MH SPORT GHT• 480 VOLT; (12 TYP.) Tx 21 V = 1055 SQ. FT ALONG WEST SIDE OF PROJECT l q R: P H.D.P.E � �( PROPOSED H.D. STORM LINE NOTES: I ( -. ID .BLDG` SET6ACIC j - - _ jI - 1: NO SANITARY SEWER SERVICE PROPOSED. FL .44 TPA .DO ` :`�. �' JETTP 20 0 / I swR SAN. SWR. NOT PROPOSED TOP OF PAVEMENT 20.00 2. NO DOMESTIC WATER SERVICE PROPOSED 'a WATER NOT PROPOSED "T i T 'v - DW DW - 3. PROPOSED 5/8" IRRIGATION METER. S OD -3 STRAND BARB WIRE 21/2" GALV. METAL POST o *PROPOSED FENCE TO BE 7'-6" TOTAL HEIGHT coIli in ! II�I,� u _,il V TEL TEL NOT PROPOSED 4. NO GAS SERVICE PROPOSED. (Undeveloped) - E E - PROP. OVERHEAD ELECTRICAL LINE s. No PROPOSED BUILDING. WEST N STREET. 6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR (8O ORDINANCE UGE PROPOSED YARD LIGHTING. cl,osED BY ORDINANCE # 2s90 PROP. UNDERGROUND ELECTRICAL OWNERS - ALTON OGDEN JR. HCAD-040-278-001-0023 GAS GAS NOT PROPOSED PROPOSED 1500 POWELL RD. PROJECT PROPERTY CORNER SIGN 10'SliTBACK � 4- FIRE HYDRANT • WATER METER I 9OFPROP E' GUY WIRE WATER VALVE PL 13'BTM. o MAILBOX 15.55 SPOT ELEVATION N.G. • MANHOLE FL=12.39 FLOWLINE ELEVATION i 3:1 I POWER POLE T.B.M. TEMPORARY BENCHMARK 13' ; i THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE YARD" FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE FENCE DETAIL - 02 TYP DITCH - 03 WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: 6"� CIOA;� DI CTO A PORTS PLANNING DEPARTMENT -I 11 w , L0 m: U W �o CO ('� � -� CT1 �l� �u d�00 W N CV � Cq o f:r, /G �/�yyo O VD o V. - z,oE� O Do • CID U rq 0 I EVGENEJOHNSON ....... 58605 a) h CL ^off W LL W � n> 0 O Z W a w �S Uj C� w CU 2 � !!-- r 00 w � (0 (U w CU o � V_ OB NO. 11-0014 IRWN BY: RC RD BY: PEJ ILE: C1.OR3.dwg SCALE: 1" = 30' IATE: Mon, Jun 13 2011 IWG: C1.0 ll- g•t o00019 ORIFICE CALCULATIONS Q=CAg2GH= D =QI/2.25H4 C = 0.80 A =12=0.111*II=0.3491 H = 19.00 • (14.79 + 0,6667) = 3.5433 Q = 0.8*0.3491 42*32.2*3.5433 = 4.2184 D = 4.2184 2 / 2.25*3.5433 4 = 0.6653' z 0.6653' x 12 = 7.9836" to 100 YR SITE DISCHARGE = 12.90 CFS m 0 0 DISCHARGE W/ 8" RESTRICTOR = 4.218 CFS (32.71/o) w o cn xq THEREFORE USE A 8" RESTRICTOR PIPE o 0 9 0 DETENTION SUMb ARY a o TOTAL ACRES: 2.9936 AC TOTAL ACREIMPROVED: 2.5874 AC z DETENTION REQUIRED: 0.2 AC-FT/AC 3 0 2. •5874 x 0.2 = 0.51748 0.51748 x 43560=22,541,4288 TOTAL DETENTION REQUIRED: 22,541.4288 CU. FT DETENTION PROVIDED: PARKING LOT AREA A: 14,254.50 CU. FT. PARKING LOT AREA B: 18,814.50 CU. FT. PARKING LOT AREA C: 10,017.55 CU. FT. PARKING LOT AREA D: 13,317.55 CU. FT. TOTAL DETENTION PROVIDED: 56,404.10 CU. Fr. MAX WATER LEVEL: EL 20.00 *DITCH VOLUME NOT INCLUDED ■ WEST M ST. p OF 0.09% 0.09% DITCH 60 L.F. OF 18" 60 L.F. OF 18", OUTFALL RCP CULVERT RCP CULVERT INLET W/ FRAME, °EXISTING DITCH FL 14.43 (M FL 14.57 (W) GRATE OR COVER NEEDS TO BE FL 14.49 (E) FL 14.63 (E) I TG 17.56 DESB,TED G 0.09% FL 14.60 78 L.F. OF 24" • H.D.P.E Qa 0.24% INLET 148 L.F. OF 12" TG 19.00• IT _D P.E (9 0.32% - *URESTRICTOR FL 15.55 �plpg INLET TG 19.00 FL 14.79 (N) FL 15.11 (W) FL 15.00 (S) 217 L.F. OF 18"� H.D.P.E Cja 0.39% I INLET INLET TG 19.00 TG 19.00 148 L.F. OF 15" _ FL 15.46 (N) FL 16.02 H.D.P.Ca,E 0.24% FL 15.66 (W) STORM SEWER LAYOUT - 01 SCALE 1" = 60' INLETS TO BE TYPE C W/ 36" x 36" GRATES OWNERS - BLUE FLASH EXPRESS INC. PROP. 5/8" TS&V TAP & BOX EXISTING HYDRANT 1 t - HCAD-o24-202-041-0001 ON EXIST. 8" W.L. (BY CITY) I' DEVELOPED 34 -F' CHAINIn 1Iv�F[�l;[ELE1 "' � x � •« - 0 15' 30' 60' I_ •' A '26T- ct 266'TO WET-- ' 8" WATER (FROM MAPS) GAS ` n3 c;,` ROW LINE OF - - 16TH STREET 1 INCH = 30'FT. 41 151e140 collC, 15 80.1 , r;� t 15 _ 40 15 65 " 1 CENTER OF PROP. NEL 5 _, S_ West M 60 R. St. 1@ ST.40' DRIVEwA �a POWER- LE- - -- - --- � y� ` I_ RIS' R15' ? R15' a KEYNOTES �y ' SET - i '5/8" I FL 14.96., ' a a 1 0 �Sj8 �� --' PROP 3 5" CHIP SEAL PAVEMENT;10" CRUSHED _. • � .\ ,�G T: .:. �.�. .- _ W a• r * * W +• 1 : JR��L.. � \a� ` ` II � -•e� US TC3I75¢ T O LIMESTONE; W/ 8 LIME STAB. SUBGRADE AT 6/0 TP.20.00 ~ � w .. V .. re. �.TP 20 00 � r � r TP 19.47 * ] 20 6 D. SETBACK 20`.00 W T1' 20.40- _ ` 20`-00 . TP.18 99 w �* P PROP. 40 CONCRETE TO ASPHALT DRIVEWAY W / oo f ?. '9.. . y . TP.l>G r� f� �'.r;=r.I.2 O 18" X 18" THICKENED EDGE. ;' O, �•� ' .9A F �. S 1v.19 try i '1 ... 1P 19i94' .... ,• .. ,y. . m, iL TP20.0o. PROP. 40 CONCRETE TO CONCRETE DRIVEWAY W FL .oz - TP' x9.78 ( T13 19.78 18 X 18 THICKENED EDGE. TP �Q:88 TP2000 CITY OF LA PORTS Cq . W 3A 18" WIDE FULL DEPTH SAWCUT KEY MAP PG: 580-E pX - _ . " a 4 RE W/ 7 CONC. (LI) LIGHT INDUSTRY. a : ' h a. z AND OUR CONCH IL FILLED BOLLARDS(TYP.)C. O PAD o.' ( HCAD # 0402780010025 ARE�1.0 ). �.. A;REA`D x. 7 00 I :• 0.625 :AC . o , 7. ` ` " 5 PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROJECT # _- 0.494 AC � � .��. O`I 0 W FLI .08 2 34_CFS '3.09 CFS': ! W. aREMOVE EXISTING 24" CULVERT AND EXISTING GRAVEL DRIVEWAY. TYPE OF DEVELOPMENT: STORAGE YARD 00 : I. : o CHIP'SEAL' CHIP SEAL O . o O40' WOODEN CLASS C UTILITY POLE; 6' MIN BURY; 7 DESCRIPTION OF LAND: GALVANIZED ANGLE G IRON CROSS ARMS ('IYP 4) ..O , OT: BLOCK: SUBWV19CN: r TRS 3 & A 1176 TOWN OF LA PORTE PROPOSED UNDERGROUND CONDUITS FOR ' ": '' _, \•., RECORDATION: CWNTT: ABS 35 J.HUNTER HA * O ELECTRICAL SERVICE TO PROPOSED YARD RRIS ►O t l E, '� . ., � '~ _L H AOORcss: CITY: LENDER: 290', t' �1 LIGHTING. T 1801 WEST M STREET LA PORTS _ Y I'I Iw, 2 I , _ I PVC CONDUITS; (' MIN BURY. URDHASER/DWNER: E cDHPANr: 4 I , , w , 2 U OAKLAND LAND & DEVELOPMENT, LLC 11 4 , SCH 40 Isj I l �b } (300 L.F. x 2 = 600 L.F. OF CONDUIT) S •, I o I . � � �.. �. raj `f PROPOSED CHAIN LINK FENCE. RE: FENCE M . _ ` ? y 19.60 1, . ..w ,r,._ : ��, ft l�: �y r,. ti, f 9 DETAIL THIS SHEET. O CHIP'SEAL:; .(CHIPSEAL �I 20 rn PROPOSED ED 44' BI PASS GATES (2 TYP .) O O .PROP. 5/8 IRRIGATION METER W/ B. FLOW STATEMENT: ' F FLOOD o o .I O PREVENTOR FOR IRRIGATION SERVICE RPZ N.. , . ' ... r .} �,.1• 11 ( ) SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE ° X AN AREA DETERMINED TO BE OUTSIDE THE 0.2 /o- I I L . 2 •y ' w ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL o. h NO 48201CO945L DATED JUNE 18, 2007 LEGEND I FLI 261 O o ; I w _ f L CONCRETE PAVING (DRIVEWAYS) REGISTERED ENGINEER: , 40' :i 60' I, P N A LICENSED 112,525.33 Q TEXAS CHIP SEAL PAVING HILLIP E. JOHNS 7" DO HEREBY CERTIFY THAT THE INFORMATION 7" CONCRETE PAVING O. AND FL .32I Tr lss�: 183.67 SQ. FT. (TRASH ENCL.) CORRECT T AN TRUE AREA A .. ' .: AREA B I , THIS MINOR SITE PLAN UE HE OF KN 1_ DG . 0.654 Ae 8 0.918'AC ( I W W PROPOSED HYDROMULCH I I BE MY OWL E I _' 3 1_0_CFS 4:.36'CFS. 7 _ _ _ _ _ _ ,826.00 SQ. FT LANDSCAPING REQUIREMENTS: 1 ( I UGE _UGE TUGS _ _ UGE UGE_ UGE _UGE _ UGE _ _ _UGE Ut3E UGE _ _ UGE _ TOTAL DEVELOPED SITE AREA- 130,400.00 SQ. FT. ml PROPOSED 2" OAK TREE 8 TYP. _ TOTAL ROOFED OVER IMPROVEMENTS: 0.00 SQ. FT. }, n REG'RADE DESILT 1 �, ( ) oW i EXIST DITCH 0A2%' (130,400 SQ. FT x 0.06 = 7824) X I ( WITH ': B @ y - PROPOSED 18" INDIAN HAWTHORN REQUIRED LANDSCAPING: = 7,824.00 SQ. Fr. FL .3a I 3... OTTOM AND WWI SHRUB 33 TYP. 4. rv' SIDE SLOPES• OF 3 •1' D LANDSCAPING. = 26.00 Q 3.1 3.1 a' ro I � H ... ,. .' '. ,. .:. ... ... ' O1 SQ. FT. ALONG M STREET ( ) PR 78 S .FT S LIGHT; _ 0 10' x 348' 3480 SQ. FT ALONG EAST SIDE OF PROJECT 1500 WATT MH SPORT GHT• 480 VOLT; (12 TYP.) Tx 21 V = 1055 SQ. FT ALONG WEST SIDE OF PROJECT l q R: P H.D.P.E � �( PROPOSED H.D. STORM LINE NOTES: I ( -. ID .BLDG` SET6ACIC j - - _ jI - 1: NO SANITARY SEWER SERVICE PROPOSED. FL .44 TPA .DO ` :`�. �' JETTP 20 0 / I swR SAN. SWR. NOT PROPOSED TOP OF PAVEMENT 20.00 2. NO DOMESTIC WATER SERVICE PROPOSED 'a WATER NOT PROPOSED "T i T 'v - DW DW - 3. PROPOSED 5/8" IRRIGATION METER. S OD -3 STRAND BARB WIRE 21/2" GALV. METAL POST o *PROPOSED FENCE TO BE 7'-6" TOTAL HEIGHT coIli in ! II�I,� u _,il V TEL TEL NOT PROPOSED 4. NO GAS SERVICE PROPOSED. (Undeveloped) - E E - PROP. OVERHEAD ELECTRICAL LINE s. No PROPOSED BUILDING. WEST N STREET. 6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR (8O ORDINANCE UGE PROPOSED YARD LIGHTING. cl,osED BY ORDINANCE # 2s90 PROP. UNDERGROUND ELECTRICAL OWNERS - ALTON OGDEN JR. HCAD-040-278-001-0023 GAS GAS NOT PROPOSED PROPOSED 1500 POWELL RD. PROJECT PROPERTY CORNER SIGN 10'SliTBACK � 4- FIRE HYDRANT • WATER METER I 9OFPROP E' GUY WIRE WATER VALVE PL 13'BTM. o MAILBOX 15.55 SPOT ELEVATION N.G. • MANHOLE FL=12.39 FLOWLINE ELEVATION i 3:1 I POWER POLE T.B.M. TEMPORARY BENCHMARK 13' ; i THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE YARD" FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE FENCE DETAIL - 02 TYP DITCH - 03 WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: 6"� CIOA;� DI CTO A PORTS PLANNING DEPARTMENT -I 11 w , L0 m: U W �o CO ('� � -� CT1 �l� �u d�00 W N CV � Cq o f:r, /G �/�yyo O VD o V. - z,oE� O Do • CID U rq 0 I EVGENEJOHNSON ....... 58605 a) h CL ^off W LL W � n> 0 O Z W a w �S Uj C� w CU 2 � !!-- r 00 w � (0 (U w CU o � V_ OB NO. 11-0014 IRWN BY: RC RD BY: PEJ ILE: C1.OR3.dwg SCALE: 1" = 30' IATE: Mon, Jun 13 2011 IWG: C1.0 ll- g•t o00019 ■ WEST M ST. p OF 0.09% 0.09% DITCH 60 L.F. OF 18" 60 L.F. OF 18", OUTFALL RCP CULVERT RCP CULVERT INLET W/ FRAME, °EXISTING DITCH FL 14.43 (M FL 14.57 (W) GRATE OR COVER NEEDS TO BE FL 14.49 (E) FL 14.63 (E) I TG 17.56 DESB,TED G 0.09% FL 14.60 78 L.F. OF 24" • H.D.P.E Qa 0.24% INLET 148 L.F. OF 12" TG 19.00• IT _D P.E (9 0.32% - *URESTRICTOR FL 15.55 �plpg INLET TG 19.00 FL 14.79 (N) FL 15.11 (W) FL 15.00 (S) 217 L.F. OF 18"� H.D.P.E Cja 0.39% I INLET INLET TG 19.00 TG 19.00 148 L.F. OF 15" _ FL 15.46 (N) FL 16.02 H.D.P.Ca,E 0.24% FL 15.66 (W) STORM SEWER LAYOUT - 01 SCALE 1" = 60' INLETS TO BE TYPE C W/ 36" x 36" GRATES OWNERS - BLUE FLASH EXPRESS INC. PROP. 5/8" TS&V TAP & BOX EXISTING HYDRANT 1 t - HCAD-o24-202-041-0001 ON EXIST. 8" W.L. (BY CITY) I' DEVELOPED 34 -F' CHAINIn 1Iv�F[�l;[ELE1 "' � x � •« - 0 15' 30' 60' I_ •' A '26T- ct 266'TO WET-- ' 8" WATER (FROM MAPS) GAS ` n3 c;,` ROW LINE OF - - 16TH STREET 1 INCH = 30'FT. 41 151e140 collC, 15 80.1 , r;� t 15 _ 40 15 65 " 1 CENTER OF PROP. NEL 5 _, S_ West M 60 R. St. 1@ ST.40' DRIVEwA �a POWER- LE- - -- - --- � y� ` I_ RIS' R15' ? R15' a KEYNOTES �y ' SET - i '5/8" I FL 14.96., ' a a 1 0 �Sj8 �� --' PROP 3 5" CHIP SEAL PAVEMENT;10" CRUSHED _. • � .\ ,�G T: .:. �.�. .- _ W a• r * * W +• 1 : JR��L.. � \a� ` ` II � -•e� US TC3I75¢ T O LIMESTONE; W/ 8 LIME STAB. SUBGRADE AT 6/0 TP.20.00 ~ � w .. V .. re. �.TP 20 00 � r � r TP 19.47 * ] 20 6 D. SETBACK 20`.00 W T1' 20.40- _ ` 20`-00 . TP.18 99 w �* P PROP. 40 CONCRETE TO ASPHALT DRIVEWAY W / oo f ?. '9.. . y . TP.l>G r� f� �'.r;=r.I.2 O 18" X 18" THICKENED EDGE. ;' O, �•� ' .9A F �. S 1v.19 try i '1 ... 1P 19i94' .... ,• .. ,y. . m, iL TP20.0o. PROP. 40 CONCRETE TO CONCRETE DRIVEWAY W FL .oz - TP' x9.78 ( T13 19.78 18 X 18 THICKENED EDGE. TP �Q:88 TP2000 CITY OF LA PORTS Cq . W 3A 18" WIDE FULL DEPTH SAWCUT KEY MAP PG: 580-E pX - _ . " a 4 RE W/ 7 CONC. (LI) LIGHT INDUSTRY. a : ' h a. z AND OUR CONCH IL FILLED BOLLARDS(TYP.)C. O PAD o.' ( HCAD # 0402780010025 ARE�1.0 ). �.. A;REA`D x. 7 00 I :• 0.625 :AC . o , 7. ` ` " 5 PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROJECT # _- 0.494 AC � � .��. O`I 0 W FLI .08 2 34_CFS '3.09 CFS': ! W. aREMOVE EXISTING 24" CULVERT AND EXISTING GRAVEL DRIVEWAY. TYPE OF DEVELOPMENT: STORAGE YARD 00 : I. : o CHIP'SEAL' CHIP SEAL O . o O40' WOODEN CLASS C UTILITY POLE; 6' MIN BURY; 7 DESCRIPTION OF LAND: GALVANIZED ANGLE G IRON CROSS ARMS ('IYP 4) ..O , OT: BLOCK: SUBWV19CN: r TRS 3 & A 1176 TOWN OF LA PORTE PROPOSED UNDERGROUND CONDUITS FOR ' ": '' _, \•., RECORDATION: CWNTT: ABS 35 J.HUNTER HA * O ELECTRICAL SERVICE TO PROPOSED YARD RRIS ►O t l E, '� . ., � '~ _L H AOORcss: CITY: LENDER: 290', t' �1 LIGHTING. T 1801 WEST M STREET LA PORTS _ Y I'I Iw, 2 I , _ I PVC CONDUITS; (' MIN BURY. URDHASER/DWNER: E cDHPANr: 4 I , , w , 2 U OAKLAND LAND & DEVELOPMENT, LLC 11 4 , SCH 40 Isj I l �b } (300 L.F. x 2 = 600 L.F. OF CONDUIT) S •, I o I . � � �.. �. raj `f PROPOSED CHAIN LINK FENCE. RE: FENCE M . _ ` ? y 19.60 1, . ..w ,r,._ : ��, ft l�: �y r,. ti, f 9 DETAIL THIS SHEET. O CHIP'SEAL:; .(CHIPSEAL �I 20 rn PROPOSED ED 44' BI PASS GATES (2 TYP .) O O .PROP. 5/8 IRRIGATION METER W/ B. FLOW STATEMENT: ' F FLOOD o o .I O PREVENTOR FOR IRRIGATION SERVICE RPZ N.. , . ' ... r .} �,.1• 11 ( ) SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE ° X AN AREA DETERMINED TO BE OUTSIDE THE 0.2 /o- I I L . 2 •y ' w ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL o. h NO 48201CO945L DATED JUNE 18, 2007 LEGEND I FLI 261 O o ; I w _ f L CONCRETE PAVING (DRIVEWAYS) REGISTERED ENGINEER: , 40' :i 60' I, P N A LICENSED 112,525.33 Q TEXAS CHIP SEAL PAVING HILLIP E. JOHNS 7" DO HEREBY CERTIFY THAT THE INFORMATION 7" CONCRETE PAVING O. AND FL .32I Tr lss�: 183.67 SQ. FT. (TRASH ENCL.) CORRECT T AN TRUE AREA A .. ' .: AREA B I , THIS MINOR SITE PLAN UE HE OF KN 1_ DG . 0.654 Ae 8 0.918'AC ( I W W PROPOSED HYDROMULCH I I BE MY OWL E I _' 3 1_0_CFS 4:.36'CFS. 7 _ _ _ _ _ _ ,826.00 SQ. FT LANDSCAPING REQUIREMENTS: 1 ( I UGE _UGE TUGS _ _ UGE UGE_ UGE _UGE _ UGE _ _ _UGE Ut3E UGE _ _ UGE _ TOTAL DEVELOPED SITE AREA- 130,400.00 SQ. FT. ml PROPOSED 2" OAK TREE 8 TYP. _ TOTAL ROOFED OVER IMPROVEMENTS: 0.00 SQ. FT. }, n REG'RADE DESILT 1 �, ( ) oW i EXIST DITCH 0A2%' (130,400 SQ. FT x 0.06 = 7824) X I ( WITH ': B @ y - PROPOSED 18" INDIAN HAWTHORN REQUIRED LANDSCAPING: = 7,824.00 SQ. Fr. FL .3a I 3... OTTOM AND WWI SHRUB 33 TYP. 4. rv' SIDE SLOPES• OF 3 •1' D LANDSCAPING. = 26.00 Q 3.1 3.1 a' ro I � H ... ,. .' '. ,. .:. ... ... ' O1 SQ. FT. ALONG M STREET ( ) PR 78 S .FT S LIGHT; _ 0 10' x 348' 3480 SQ. FT ALONG EAST SIDE OF PROJECT 1500 WATT MH SPORT GHT• 480 VOLT; (12 TYP.) Tx 21 V = 1055 SQ. FT ALONG WEST SIDE OF PROJECT l q R: P H.D.P.E � �( PROPOSED H.D. STORM LINE NOTES: I ( -. ID .BLDG` SET6ACIC j - - _ jI - 1: NO SANITARY SEWER SERVICE PROPOSED. FL .44 TPA .DO ` :`�. �' JETTP 20 0 / I swR SAN. SWR. NOT PROPOSED TOP OF PAVEMENT 20.00 2. NO DOMESTIC WATER SERVICE PROPOSED 'a WATER NOT PROPOSED "T i T 'v - DW DW - 3. PROPOSED 5/8" IRRIGATION METER. S OD -3 STRAND BARB WIRE 21/2" GALV. METAL POST o *PROPOSED FENCE TO BE 7'-6" TOTAL HEIGHT coIli in ! II�I,� u _,il V TEL TEL NOT PROPOSED 4. NO GAS SERVICE PROPOSED. (Undeveloped) - E E - PROP. OVERHEAD ELECTRICAL LINE s. No PROPOSED BUILDING. WEST N STREET. 6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR (8O ORDINANCE UGE PROPOSED YARD LIGHTING. cl,osED BY ORDINANCE # 2s90 PROP. UNDERGROUND ELECTRICAL OWNERS - ALTON OGDEN JR. HCAD-040-278-001-0023 GAS GAS NOT PROPOSED PROPOSED 1500 POWELL RD. PROJECT PROPERTY CORNER SIGN 10'SliTBACK � 4- FIRE HYDRANT • WATER METER I 9OFPROP E' GUY WIRE WATER VALVE PL 13'BTM. o MAILBOX 15.55 SPOT ELEVATION N.G. • MANHOLE FL=12.39 FLOWLINE ELEVATION i 3:1 I POWER POLE T.B.M. TEMPORARY BENCHMARK 13' ; i THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE YARD" FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE FENCE DETAIL - 02 TYP DITCH - 03 WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: 6"� CIOA;� DI CTO A PORTS PLANNING DEPARTMENT -I 11 w , L0 m: U W �o CO ('� � -� CT1 �l� �u d�00 W N CV � Cq o f:r, /G �/�yyo O VD o V. - z,oE� O Do • CID U rq 0 I EVGENEJOHNSON ....... 58605 a) h CL ^off W LL W � n> 0 O Z W a w �S Uj C� w CU 2 � !!-- r 00 w � (0 (U w CU o � V_ OB NO. 11-0014 IRWN BY: RC RD BY: PEJ ILE: C1.OR3.dwg SCALE: 1" = 30' IATE: Mon, Jun 13 2011 IWG: C1.0 ll- g•t o00019 STORM SEWER LAYOUT - 01 SCALE 1" = 60' INLETS TO BE TYPE C W/ 36" x 36" GRATES OWNERS - BLUE FLASH EXPRESS INC. PROP. 5/8" TS&V TAP & BOX EXISTING HYDRANT 1 t - HCAD-o24-202-041-0001 ON EXIST. 8" W.L. (BY CITY) I' DEVELOPED 34 -F' CHAINIn 1Iv�F[�l;[ELE1 "' � x � •« - 0 15' 30' 60' I_ •' A '26T- ct 266'TO WET-- ' 8" WATER (FROM MAPS) GAS ` n3 c;,` ROW LINE OF - - 16TH STREET 1 INCH = 30'FT. 41 151e140 collC, 15 80.1 , r;� t 15 _ 40 15 65 " 1 CENTER OF PROP. NEL 5 _, S_ West M 60 R. St. 1@ ST.40' DRIVEwA �a POWER- LE- - -- - --- � y� ` I_ RIS' R15' ? R15' a KEYNOTES �y ' SET - i '5/8" I FL 14.96., ' a a 1 0 �Sj8 �� --' PROP 3 5" CHIP SEAL PAVEMENT;10" CRUSHED _. • � .\ ,�G T: .:. �.�. .- _ W a• r * * W +• 1 : JR��L.. � \a� ` ` II � -•e� US TC3I75¢ T O LIMESTONE; W/ 8 LIME STAB. SUBGRADE AT 6/0 TP.20.00 ~ � w .. V .. re. �.TP 20 00 � r � r TP 19.47 * ] 20 6 D. SETBACK 20`.00 W T1' 20.40- _ ` 20`-00 . TP.18 99 w �* P PROP. 40 CONCRETE TO ASPHALT DRIVEWAY W / oo f ?. '9.. . y . TP.l>G r� f� �'.r;=r.I.2 O 18" X 18" THICKENED EDGE. ;' O, �•� ' .9A F �. S 1v.19 try i '1 ... 1P 19i94' .... ,• .. ,y. . m, iL TP20.0o. PROP. 40 CONCRETE TO CONCRETE DRIVEWAY W FL .oz - TP' x9.78 ( T13 19.78 18 X 18 THICKENED EDGE. TP �Q:88 TP2000 CITY OF LA PORTS Cq . W 3A 18" WIDE FULL DEPTH SAWCUT KEY MAP PG: 580-E pX - _ . " a 4 RE W/ 7 CONC. (LI) LIGHT INDUSTRY. a : ' h a. z AND OUR CONCH IL FILLED BOLLARDS(TYP.)C. O PAD o.' ( HCAD # 0402780010025 ARE�1.0 ). �.. A;REA`D x. 7 00 I :• 0.625 :AC . o , 7. ` ` " 5 PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROJECT # _- 0.494 AC � � .��. O`I 0 W FLI .08 2 34_CFS '3.09 CFS': ! W. aREMOVE EXISTING 24" CULVERT AND EXISTING GRAVEL DRIVEWAY. TYPE OF DEVELOPMENT: STORAGE YARD 00 : I. : o CHIP'SEAL' CHIP SEAL O . o O40' WOODEN CLASS C UTILITY POLE; 6' MIN BURY; 7 DESCRIPTION OF LAND: GALVANIZED ANGLE G IRON CROSS ARMS ('IYP 4) ..O , OT: BLOCK: SUBWV19CN: r TRS 3 & A 1176 TOWN OF LA PORTE PROPOSED UNDERGROUND CONDUITS FOR ' ": '' _, \•., RECORDATION: CWNTT: ABS 35 J.HUNTER HA * O ELECTRICAL SERVICE TO PROPOSED YARD RRIS ►O t l E, '� . ., � '~ _L H AOORcss: CITY: LENDER: 290', t' �1 LIGHTING. T 1801 WEST M STREET LA PORTS _ Y I'I Iw, 2 I , _ I PVC CONDUITS; (' MIN BURY. URDHASER/DWNER: E cDHPANr: 4 I , , w , 2 U OAKLAND LAND & DEVELOPMENT, LLC 11 4 , SCH 40 Isj I l �b } (300 L.F. x 2 = 600 L.F. OF CONDUIT) S •, I o I . � � �.. �. raj `f PROPOSED CHAIN LINK FENCE. RE: FENCE M . _ ` ? y 19.60 1, . ..w ,r,._ : ��, ft l�: �y r,. ti, f 9 DETAIL THIS SHEET. O CHIP'SEAL:; .(CHIPSEAL �I 20 rn PROPOSED ED 44' BI PASS GATES (2 TYP .) O O .PROP. 5/8 IRRIGATION METER W/ B. FLOW STATEMENT: ' F FLOOD o o .I O PREVENTOR FOR IRRIGATION SERVICE RPZ N.. , . ' ... r .} �,.1• 11 ( ) SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE ° X AN AREA DETERMINED TO BE OUTSIDE THE 0.2 /o- I I L . 2 •y ' w ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL o. h NO 48201CO945L DATED JUNE 18, 2007 LEGEND I FLI 261 O o ; I w _ f L CONCRETE PAVING (DRIVEWAYS) REGISTERED ENGINEER: , 40' :i 60' I, P N A LICENSED 112,525.33 Q TEXAS CHIP SEAL PAVING HILLIP E. JOHNS 7" DO HEREBY CERTIFY THAT THE INFORMATION 7" CONCRETE PAVING O. AND FL .32I Tr lss�: 183.67 SQ. FT. (TRASH ENCL.) CORRECT T AN TRUE AREA A .. ' .: AREA B I , THIS MINOR SITE PLAN UE HE OF KN 1_ DG . 0.654 Ae 8 0.918'AC ( I W W PROPOSED HYDROMULCH I I BE MY OWL E I _' 3 1_0_CFS 4:.36'CFS. 7 _ _ _ _ _ _ ,826.00 SQ. FT LANDSCAPING REQUIREMENTS: 1 ( I UGE _UGE TUGS _ _ UGE UGE_ UGE _UGE _ UGE _ _ _UGE Ut3E UGE _ _ UGE _ TOTAL DEVELOPED SITE AREA- 130,400.00 SQ. FT. ml PROPOSED 2" OAK TREE 8 TYP. _ TOTAL ROOFED OVER IMPROVEMENTS: 0.00 SQ. FT. }, n REG'RADE DESILT 1 �, ( ) oW i EXIST DITCH 0A2%' (130,400 SQ. FT x 0.06 = 7824) X I ( WITH ': B @ y - PROPOSED 18" INDIAN HAWTHORN REQUIRED LANDSCAPING: = 7,824.00 SQ. Fr. FL .3a I 3... OTTOM AND WWI SHRUB 33 TYP. 4. rv' SIDE SLOPES• OF 3 •1' D LANDSCAPING. = 26.00 Q 3.1 3.1 a' ro I � H ... ,. .' '. ,. .:. ... ... ' O1 SQ. FT. ALONG M STREET ( ) PR 78 S .FT S LIGHT; _ 0 10' x 348' 3480 SQ. FT ALONG EAST SIDE OF PROJECT 1500 WATT MH SPORT GHT• 480 VOLT; (12 TYP.) Tx 21 V = 1055 SQ. FT ALONG WEST SIDE OF PROJECT l q R: P H.D.P.E � �( PROPOSED H.D. STORM LINE NOTES: I ( -. ID .BLDG` SET6ACIC j - - _ jI - 1: NO SANITARY SEWER SERVICE PROPOSED. FL .44 TPA .DO ` :`�. �' JETTP 20 0 / I swR SAN. SWR. NOT PROPOSED TOP OF PAVEMENT 20.00 2. NO DOMESTIC WATER SERVICE PROPOSED 'a WATER NOT PROPOSED "T i T 'v - DW DW - 3. PROPOSED 5/8" IRRIGATION METER. S OD -3 STRAND BARB WIRE 21/2" GALV. METAL POST o *PROPOSED FENCE TO BE 7'-6" TOTAL HEIGHT coIli in ! II�I,� u _,il V TEL TEL NOT PROPOSED 4. NO GAS SERVICE PROPOSED. (Undeveloped) - E E - PROP. OVERHEAD ELECTRICAL LINE s. No PROPOSED BUILDING. WEST N STREET. 6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR (8O ORDINANCE UGE PROPOSED YARD LIGHTING. cl,osED BY ORDINANCE # 2s90 PROP. UNDERGROUND ELECTRICAL OWNERS - ALTON OGDEN JR. HCAD-040-278-001-0023 GAS GAS NOT PROPOSED PROPOSED 1500 POWELL RD. PROJECT PROPERTY CORNER SIGN 10'SliTBACK � 4- FIRE HYDRANT • WATER METER I 9OFPROP E' GUY WIRE WATER VALVE PL 13'BTM. o MAILBOX 15.55 SPOT ELEVATION N.G. • MANHOLE FL=12.39 FLOWLINE ELEVATION i 3:1 I POWER POLE T.B.M. TEMPORARY BENCHMARK 13' ; i THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE YARD" FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE FENCE DETAIL - 02 TYP DITCH - 03 WITH THE ORDINANCES OF THE CITY OF LA PORTE. BY: 6"� CIOA;� DI CTO A PORTS PLANNING DEPARTMENT -I 11 w , L0 m: U W �o CO ('� � -� CT1 �l� �u d�00 W N CV � Cq o f:r, /G �/�yyo O VD o V. - z,oE� O Do • CID U rq 0 I EVGENEJOHNSON ....... 58605 a) h CL ^off W LL W � n> 0 O Z W a w �S Uj C� w CU 2 � !!-- r 00 w � (0 (U w CU o � V_ OB NO. 11-0014 IRWN BY: RC RD BY: PEJ ILE: C1.OR3.dwg SCALE: 1" = 30' IATE: Mon, Jun 13 2011 IWG: C1.0 ll- g•t o00019 EVGENEJOHNSON ....... 58605 a) h CL ^off W LL W � n> 0 O Z W a w �S Uj C� w CU 2 � !!-- r 00 w � (0 (U w CU o � V_ OB NO. 11-0014 IRWN BY: RC RD BY: PEJ ILE: C1.OR3.dwg SCALE: 1" = 30' IATE: Mon, Jun 13 2011 IWG: C1.0 ll- g•t o00019 ll- g•t o00019