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HomeMy WebLinkAboutPFEIFFER & SON, LTD. SITE PLAN (2)30 — 15 30 1 FEET 1 = 40' DATE: NOVEMBER 13, f 2007 BUILDING _G AREAS OFFICE: 7,380 S.F. TRUCK BAYS :6,261,I S.F. TOTAL AREAS: 13, LOT COVERAGE: TOTAL AREA = 7.174 Ac. 707 = 5.0215 Ac. DEVELOPED AREA 3.3�— 60 LANDSCAPING TOTAL AREA = 7.174 Ac. BUILDING AREA = 0.313'Ac. BALANCE = 6.861 Ac. LANDSCAPING ® 6%` = 0.412'Ac.= 17,932 S.F. LANDSCAPING PROVIDED: PROVIDED: FRONT = 3,200 S.F. W PHASE 1 = 2,608 S.F. Tr PHASE 2 = `3 2,608 S.F. V o PHASE = 630 S.F. FLOODWAY AREA = 4,144 S.F. F- �•�$ (o TOTAL LANDSCAPING PROVIDED: = 19,354 S.F. `- PROPOSED SCREENING: + = RED TOP PHOTINIA ® 3' O.C. # = LIVE OAK t 20'O.C. (IL) FlI NOTE: SEE ORIGINAL BOUNDARY SURVEY BY CIVIL CONCEPTS, INC. DATED NOVEMBER 13, 2007 & SIGNED BY DAVID NEWELL TEXAS REG. PROFESSIONAL SURVEYOR NO. 4085. NOTE: 1) ALLEY BLOCK 688 CLOSED ORD.#1096 2) 15th STREET CLOSED ORD.#2007-3054 3) ALLEY BLOCK 687 CLOSED ORD.#96-2104 4) 14th STREET CLOSED ORD.#2007-3031 5) ALLEY BLOCK 686 CLOSED ORD.#1114 REQUIRED PARKIN GD SPACES + (1 PER 3 NON -OFFICE EMPLOYEES) =4 134=4+45=49 PARKING PROVIDED: EXISTING 31 REGULAR SPACES 1 (HANDI-CAP SPACES) TOTAL: 32 PARKING SPACES NOTE, NOTES: 1, AS PER THE TERMS OF SPRECIAL EXCEPTION SE96-001, GRANTED 1. THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, BY THE LA PORTE ZONING BOARD OF ADJUSTMENT ON APRIL 18,1996, COMMUNITY PANEL NO.485487-0945-L. DATED JUNE 18, 2007, LIES WITHIN ZONE STATEMENT IS BASED ON SCALING FRONT SET BACK HAS BEEN REDUCED TO TEN FEET C10'), SIDE "AE". BASE FLOOD ELEVATIONS DETERMINED. THIS THE LOCATION OF SAIDSURVEY ON THE ABOVE REFERENCE MAP. THIS INFORMATION AND REAR SETBACKS HAVE BEEN REDUCED TO ZERO FEET (O'), D INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY IS TO DETERMINE FLOOD SPECIFIC FLOODING CONDITIONS. 2, THIS PROPERTY APPEARS TO BE IN ZONE X SHADED AND 2. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE AND ZONE X ACCORDING TO THE IN INSURANCE RATE MAP AS SYSTEM, SOUTH CENTRAL ZONE 83. ALL COORDINATES HEREON WERE SCALED FROM FEMA, FIRM MAP NO. 48201CO0945J. REVISED FACE IST CALCULATED USING HORIZONTAL SURFACE DISTANCES. NOV. 6, 1996. TO BE USED FOR FLOOD INSURANCE PURPOSES 3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND ONLY. AND DOES NOT REPRESENT FLOOD CONDITIONS. THEREFORE EASEMENTS AND OTHER INSTRUMENTS MAY EXIST THAT ARE NOT SHOWN HEREON, NO FURTHER RESEARCH OF THE HARRIS COUNTY DEED RECORDS WAS PERFORMED BY CIVIL CONCEPTS, INC. REGARDING THESE EASEMENTS. 4. ELEVATIONS ARE BASED ON RM 060D30, ELEVATION IS 18.23', NAVD 88. 5. TEMPORARY BENCH MARK - RAIL ROAD SPIKE IN POWER POLE AT SOUTHWEST OF SUBJECT TRACT IN THE EAST LINE OF 16 TH STREET. ELEVATION IS 17.8' 6. FENCES SHOWN HEREON ARE GRAPHIC ONLY, WITH DIMENSIONAL TIES TO THE PROPERTY LINES- SHOWN AT SPECIFIC LOCATIONS WHERE THEY WERE PHYSICALLY FENCE LINES MAY MEANDERBETWEEN SAID MEASURED LOCATIONS. THE MEASURED. THE SHOWING THE DISTANCES` BETWEEN THE FENCE AND THE PROPERTY LINE _ DIMENSION __.. _.. _.__ __ -. ... .......�n.n• r„r rue rrmnr Ic Am PROPOSED PHASE 1: 86 + 4 HANDI-CAP PHASE 2: 99 TOTAL: 185 + 4 HANDI-CAP THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF PFEIFFER & N.LTD. IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE. TEXAS. CITY OF LA POPTE -� DIRECTOR OF PLANNING " I, H. CARLOS SMITH AM REGISTERED UNDER THE LAWS OF THE STF OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HERE CERTIFY THAT THE ABOVE PLAT IS TRUE AND CORRECT, AND THAT BEARINGS, DISTANCES, ANGLES, CURVE RADII, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT AS PERFORMED NOVEMBER BY CIVIL CONCEPTS, INC. ez ` ILL 'Z44.44 H. CARLOS SMITH TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1228 SITE PLAN NAME OF DEVELOPMENT: PFEIFFER & SON, LTD. ELECTRICAL CONTRACTORS TYPE OF DEVELOPMENT: PARKING & LAYDOWN YARD OWNER: PFEIFFER & SON, LTD. BUILDER: TO BE DETERMINED LEGAL DESCRIPTION: BLOCKS CK 688 $STREETS&&PARLLEYSOTHERE INCLUDING N MAP OF LA PORTE JOHNSON HUNTER SURVEYIA-35 JOB ADDRESS: 116 NORTH 16th. STREET.. ZONED: LIGHT INDUSTRIAL (LI) DATE, DECEMBER 16,2007 H. CARLOS SMITH SCALE, i' = 40' ENGINEERS AND SURVEYORS, INC. CAD FILE, 3645-07SITE DRAWN, JB r P.O. BOX 529 423 N. HWY. 146 I LAPORTE, TEXAS 77571 PH. (281) 471-4226 FAX (281) 471-4228 SHEET 1 OF L} PROJECT PROJECT 45-04 3645-07 C/TY C07Y o8-S�ZoS 30 15 0 30 60 FEET 1 " = 40' DATE: NOVEMBER 13, 2007 ADAMS STREET PROPOSED DITCH @ 0.10% TYPICAL SECTION 3' TYPICAL BOTH 3, SIDES SLOPE @ 0,75% FL 12• FL 24• FL 24• FL K 6 8 1 B L 0 C K 6 8 2 B L O K 6 8 3 v. =y-R�------------ - ------ i-AA----.------------------� SO.W.)----------- ------ �3---- y? - __ _ _-_ __ - _------- -------�- -� (80' R.O.W.) -1p�_ -.---� �� ,e p ENO L1 a PROPOSED DITCH @ O10% PFL 12.0 "'` _ * - P •--- '"_---+°'2--------'-------.--=��----�-- •-^a-----� __._- +--- --'- 4.60' SE[ 5/8• R. - --"- -�- - _- -s _ -B9 CITY OF LA PORTE a ,q' warp T ----- N ------ - - y yP -- - o PROPOSED 6 CH, LNK. FENCE C Y• IR ccr sin•ya-------- --- --rx - ` �yy* qa a a�5 ,y7 + -"'.-'"'_'.' s[T?J'8-Et♦----------- ----------- -w/CFP •CCr -- =� -- ------='--------------- ------------ = -- - �t y/p 1y+ .i.X , w/cea cd NBW57'47"E - 647.40 0. 3/4' P.T P. PROPOSED T.C. 17.30 fNO. •s/s• IN CON . 17.3 4' WIDE LANDSCAPE T.P. 16.80 1 ero, u . , , . • . . . . . . . . .P. 6.80 AREA 32 '.'.','.'.'.'.'.'.'.'.'.'..'.'. a ,� < SP m •.'.'.'.'................ z < ,� 31 I I y . . . . . . . . . . . . . . . . . . M 2 w W x1i.t . . . . . . . . . . . . . W INLET INLET wO xf7s. x. .. xt73• .xin= PARK CB 8 RK CB- aw. . . . . .' . . . . I . . . . . . . . . . . . . 30 x oH a orgy 4 . . . . . . . . . . . . . . U h T.G. 16.40 T.G. 16,40 I.E. 13.05 3 z 1n 1a I Q I.E. 13.05 J... z w¢ zz' z I ............. I ,,................(2�2b,9.'Ac.'.IMPEftVtOUS)......�•AsrwuT,'.'.; ii PHASE 3 II n A� a ' ' ........'ALL READY. IMPROVED SURFACE. \ • II X 18.0 x EBM LEV. 1ae *'o ,'t0 2e PIPE. FL 14.3 18' PIPES FL 13.0 FNO. 1/2• 4' 8• PIPE` SM. SWR.. MR TOP 17.2 NOTE: FL 8.1 SEE ORIGINAL BOUNDARY SURVEY BY CIVIL CONCEPTS, INC. DATED NOVEMBER 13, 2007 & SIGNED BY DAVID NEWELL TEXAS REG. PROFESSIONAL SURVEYOR NO. 4085. X 17.7 15 16 T.P. ]F A PORTE ) NDI NA L USE PERMIT] 08-001 T.G. 4 29 `O 3¢ T.G. 16.50 F- I.E. 14.25 . . . . , yi Nil t7 L9 iV yl j Y Ld INLET may, . .Xir�2. 1 I -11 M I I +- X �.. 1 (xi ,'Xil.i. .xtr:t. .x17s '• CUT 1 �11 N Ou w z n�i II _ ,', , , ,',........'BL'[1CK'.'68�'...........5. Ac, wit W 5 28 w U) S =I II . . . . . . . . . . . . . . . . . . . a' ... ...... ........ . ............. .... di 1 2 .F.) Qil D_ it Rif a i �vlfl� ,r253:6' �y. . . . . . .'. . .'. . . . .'. . . . . n. .'. . . . . . . II RIDGE 16.80 x te.4 j a'. . . . . . . . . . . . . . . . . . . . . .�^II-• I 11 27 cu 6 �M„11 ti 6 iiCs 1i . . X 17,1 . . . . . . . cl) II L91 . . X17.2 . / x.. . . . . . . f'7.1. '.'.'.'.'.'.',W '..X BL CK 2S8657'4730 688 W i I NO3-02'13"W -5 .0 ' _ . ... ... ... ............. ..... z 11 if AGO. elDc. 25 N86657'47"E - 0.00' �10 0 EXISTING ASPHALT,:PVM T,,;,;,;,;,;,;,;,;,;,;,;,; y It PI KECB-18 IN o (7, T.G. 16.40 it I.E. 12.66 k,53 .xt7s. .x lis•, •0=j• 0.67 SLOPE If SET 5/B' I. ey. . . . . . . . . . . . . . . . . • . , . . . �a 11 9 w/cnr cd WET5/1. 11,rs. 244' AREA LANDS PE w D. 5/e I.R.IIry 15.e�y , . . . . . . , . . 11 . i . 11 06TE 17. II Lt 23 II lip x 17.2 t! 1e11 . xtae. iiW Xt T FL i18.0 ><t7.7 xi79• 11 -- x,7.7 8'CA,F II 'ASPFW'... .'.'.'.'.'.x 17.9,',', •,',', ................. .,. •x+B.O'•'••• IV•"• N -Ily C5ErAL OPEN SIDED < i . . . . . . . . 1:0 V SHED y �I f IIT1 I. e TREE . ... .. . . . .. . . . .. .. .. . . . . ... . . . . . . . . .. ' . . . .. . . . .. . I t m TOP 18.5 Z it 11y . . . . . . . . . . . . . . . . . 110 R 14.3 J 16 �t +y . . . . . . . . . . . . . . . . . . . . . . . . . . . 11"N 21 w q• ,y llp Ld w< TINE T ' xt?.8. . x1LP . Its x 15.9 x 17Z. 11 A� taji PA K CB -I . x•t. .. X17.7 . . . . . . . . . . II x 7Ee x1e.7 L, 3< 1�iT.Gi 16.50 •�iREE 11 13 20 Y 't IiI.E.13.75 .z•,'. �IT.G. 6,40 1,221 Ac. CONC. = Z I� ( pP I M..................... ...... , .. .. ~ IN -OUT If 14 (53,200 S.F,) o /18' PIPE m s• TREE • qy.' . • . , . , . w I.E. 12.00 ITC I =• y INLET x 17.0 O xf7A 1- W I ' ;igg"�,7b '..X 17.0.,. .x17.d •' PARK CB-1 pxtes X A a .TREE. . . . . . . . . . . . . . . . . . . E 18 w ={..........................''.'.. ONE STORE I ro cr I .. . . . . . . . . ' . . . . . PROPOSED METAL BUILDING I; . . , . . . . . . . . . . . t '4. . . ' REPLACE E' 'EXISTING' LANDSCAPE F I 5/5` LR ' T,p, 16.80 GATE V o SET 5 8' I.R. 17 SET 5/B I.R. N II REPLACE 'EXISTING' ' SET 5/w I.R. w/ CCr w/CAP Cp o Er 5/s• TR. PROPOSED 6'. CH.. LNK.. FENCE ARE T.C. 17. w/C1P •CCP M.i'1�'�f 'I I.E. 13. /GP 'CCI•• y m wFir .wPromu S 7' _w_ �9-4.04' - - *PROP, 30' . . aD.m S86'57'47"W-266.00%A ONEEXISTING a E ,- 3.45 PRDPDSE 11r E12+vE. 12.0 a ,0 o u.04 w ortpx D/ 4' WIDE LANDSCAPE ASPH, D/W S .- a +F1a ��:-.-- NOS- - - - 1. a 2a.. PIPE +- 1. LT4� FL 13.1 ,o,+r q •1a `;'i0 , ,�P 30' PIPE FL 13!g +�y o-. •ce ,e• , ,0 ,e• ,,a FL 13!4E '� WEST POLK STREET a+yy PROPOSED 20' WIDE/a+'j9 1y a,1• GM PAW a,e• FL 13.9 a a a a ASPHALT ROADWAY +yy EXISTING ASPHALT PVM'T. CONC RIP -RAP (60' R.O.W.) 7.8 7.8 FNO. 5/8' I.R. FND. 2` I.P.\ --- \8. PIP ---- - - B L O C K 7 1 7 B L O C K 7 1 8 NOTES: 1. THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.485487-0945-L, DATED JUNE 15, 2007, LIES WITHIN ZONE "AE", BASE FLOOD ELEVATIONS DETERMINED (BFE 18.2). THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE A80VE REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 2. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE 4204, NAD 83. ALL COORDINATES HEREON WERE CALCULATED USING HORIZONTAL SURFACE DISTANCES. 3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE EASEMENTS AND OTHER INSTRUMENTS MAY EXIST THAT ARE NOT SHOWN HEREON. NO FURTHER RESEARCH OF THE HARRIS COUNTY DEED RECORDS WAS PERFORMED BY CIVIL CONCEPTS, INC. REGARDING THESE EASEMENTS. 4. ELEVATIONS ARE BASED ON RM 060030, ELEVATION IS 18.23', NAVD 88. 5. TEMPORARY BENCH MARK - RAIL ROAD SPIKE IN POWER POLE AT SOUTHWEST OF SUBJECT TRACT IN THE EAST LINE OF 16 TH STREET, ELEVATION IS 17.8' 6. FENCES SHOWN HEREON ARE GRAPHIC ONLY, WITH DIMENSIONAL TIES TO THE PROPERTY LINES SHOWN AT SPECIFIC LOCATIONS WHERE THEY WERE PHYSICALLY MEASURED. THE FENCE LINES MAY MEANDER BETWEEN SAID MEASURED LOCATIONS. THE DIMENSION SHOWING THE DISTANCES BETWEEN THE FENCE AND THE PROPERTY LINE ALSO INDICATES WHICH SIDE OF THE PROPERTY LINE THE FENCE IS ON. 7 8 12 DETENTION REQUIRED: 3.805 Ac. x 0.45 Ac-FT/Ac.= 1.712 AC. -FT. = 74,586 C.F. DETENTION PROVIDED: PARKING & LAYDOWN YARD = 80,295 C.F. 15TH. STREET AREA INCLUDED IN DETENTION ( CITY OF LA PORTE ) WEST POLK STREET C SPECIAL CONDITIONAL USE PERMIT ) (60' R.O.W.) I.E. 13.05 T T.G. 16.40 " T.G. 16.40 I.E. 12.66 l-co I.E. 12.66 it PHASE 2 �, 11 It Q 11 It ItI xto O T.C. 1 T.P. /� II Vol It a ,1yyP q:l IN-W N 1• u.uu irv-w II 11V-IV _ I.E_. 11.67 11 I_E_ 10.82 I.E. 12.66 H.D. UT-E E @ 0.30% T.G. 40 100 -18 H .P.E @ 0.60' I I T.G. 16.40 11.42 i l INLET 1 I PARK CB-18 C E SE 1 EA u Q a LEAR IN II T.P. 16.80 I.E. 10.45 X 45L.F. PR°Pt7lprrcH wiles°�tv ,+"a -4r"WIDE LANDSCAPE a�y1 AREA a1y9 < #SCU 08-001 ) THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF PFEIFFER & SON.LTD. IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS. CITY OF LA PORTE DIRECTOR OF PLANNING 1, H. CARLOS SMITH AM REGISTERED UNDER THE LAWS OF THE STATE Ott' OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HER CERTIFY THAT THE ABOVE PLAT IS TRUE AND CORRECT, AND THAT p►.R BEARINGS, DISTANCES, ANGLES, CURVE RADII, AND CENTRAL ANG e� ARE ACCURATELY SHOWN ON THE PLAT AS PERFORMED NOVEMB BY CIVIL CONCEPTS, INC. Al2LOS� zz28 R'Y 1 1 H. CARLOS SMITH TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1228 FENCE W/ 5/8' I.R. p' W/CAP 6' RESTRIC-,rG -' Et1 PTP PIPE ,, yIeRS. N24"E. 0.8' a,aq 18 I.E. 30.30 EXTREME EVENT CONC RIP -RAP OVERFLOW DRAINAGE & DETENTION PLAN NAME OF DEVELOPMENT: PFEIFFER & SON, LTD, ELECTRICAL CONTRACTORS TYPE OF DEVELOPMENT: PARKING & LAYDOWN YARD OWNER: PFEIFFER & SON, LTD. BUILDER: TO BE DETERMINED LEGAL DESCRIPTION: BLOCKS 6 AND $ INCLUDING STREETS&ALLEYS THEREIN MAP OF LA PORTE J❑HNS❑N HUNTER SURVEY,A-35 JOB ADDRESS: 202 NORTH 16th. STREET ZONED: LIGHT INDUSTRIAL (LI) /to REV. 7/09/2008 REV. 6/14/2008 PROJECT 45-04 MIN. 6'-0' 4' + PIPE I.D. --8" MIN REINF.: STEEL 2' SYMMETRICAL 2rr ABOUT CL #3 BARS • ..•. •a 4' MIN J d. ry I i 4a ° 5 SACK y _ 7.d - CONCRETE _ d 3° 2' MIN 2' MIN. #3 BARS 12 O.C. BOTH WAYS d I ZO ad PLAN E PIPE DETENTION POND ENTRANCE DETAILS I (FOR INFLOW & OUTFALL' PIPE) N.T.S. 5 -0 2 1/2 N 2 1/2 #3 BARS @ @ 18" O.C. 1 1/2" HOT MIX ASPHALT io 5 SACK CEMENT / C.Y. @ 11 O.C. 3000 P.S.I. CONRETE PILOT CHANNEL N.T.S. 6" LIMESTONE BASE OR GS200 95% STANDARD DENSITY 6" LIME -STABILIZED SUB -GRADE 6% LIME BY WEIGHT 95% STANDARD DENSITY ASPHALT PARKING AREA DETAIL ii CITY DITC 10' TRIM PIPE _FLUSH WITH FACE OF 6 SLOPE PAVING CONC. PILOT CHANNEL JER RO PIE BEDDING C'- 12 CONSTRUCTION JOINT #3 BARS 18" O.C. BOTHWAYS PROPOSED PARKING AREA ASPHALT 12' 12' 1.5 SACK PER TON CEMENT SAND 0 I � �--- INFLOW & OUTFLOW PIPE SECTION (FOR INFLOW & OUTFALL PIPE) N.T.S. 0 J z Y a 15.60 18' I--16' #5 BARS @ 12" O.C. 36" LONG 16' 1.5 SACK PER TON CEMENT SAND VARIES ® 28.95v #3 BARS @ 18" O.C. BOTH WAYS DETENTION POND 10' WIDE CONCRETE ACCESS RAMP AND FLUME DETAIL N.T.S. (Y z 10' rn I 9' w I I 1,.�:y5.6 15.4 T T T fir` ^I _ A = I rr N � Irrl 15 W I FLOWLINE 2%I SLOPE 5 114 y y GRASS COVERED PROFILE VIEW ti ti y y ti y ti CONCRETE BLOCK SEE PLAN VIEW FOR ACTUAL ELEVATIONS TYPICAL EXTREME EVENT ❑VERFLOW- CONCRETE RIRAP SWALE z 0 16.0 0 14, @ 0.5% EL. 10.90 EL. 10.97 - 5 SACK CEMENT / C.Y. 3000 P.S.I. 12" TYP, _1 12 NOTE: CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF TRASH RACK. ALL MATERIAL TO BE HOT DIP GALVANIZED. PREFABRICATED 4 EA. - 1.2" HIL QUICK SET AN( BARS OR GF 2"x2" ANGLE E� TRASH RACK 18" HDPE OUTFALL PIPE ELEVATIONS VARY ALONG CHANNEL 2'-2" 2" 1/2" SMOOTH BARS (TYP.) Z < ' ' ALL MATERIAL TO BE y HOT DIP GALVANIZED. 4. •,4 TRASH RACK SECTION A -A N.T.S. 1 1/2" HOT MIX ASPHAL 20' ~p�P V•V`PPV`V`V•V•V•V�PPV'V•V*rrr.-.. .. . + - , ASPHALT ROAD DETAIL 1 /4" NUT & WASHER 1/2" HILTI QUICK SET CONCRETE 6" LIME -STABILIZED SUB -GRADE 6% LIME BY WEIGHT 95% STANDARD DENSITY w ca L Lu r r` z � w 06 = I- z NLu wLd IL Lr_ z co CL CL _j U vJ Q J Q h- W 8" LIMESTONE BASE � 0 95%GSTANDARD DENSITY Q Q Q d � ww Q z QPPP �r;•, .,, ;, u) Q 0 z ,L 0 W � J �-- o 0- °d (n 0� O_ DATE:FEBRUARY 2008 JOB NO. 3645-07 `O�0 s \ oo SCALE; HORIZ: 1' = 20' iossMitH VERT: 1' = (NONE) 13321 %v t•g7E9c /4 DRAWN: JB CHECKED, CAD FILE, 3645-07➢ETAIL f/ SHEET 3 of 4 ©.: "X" IN CONC. i � o S m 24" RCP FL 14.7 116 + 11 0 � + '`a• 10 ZIO 169 6 0 18 24" PIPE i FL 14.1 W 0 TBM ELEV. 1 ;.8 + 1e. 2 3 4 5 6 7 7 5/8" I.R. /CAP "CCI" ADJ. BLDG. SET 5/8" I.R. 8 N186^57'47"E - 125.00 W/CAP "CCI" " OI� x 9 G 10 "1 8 � x 17.2 Ou x 17.0 / 6' C.L.F. OAI{ 8=_x 11 METAL OPEN SIDED SHED I a O W 8" OAKx 12 X 18.5 .3 FND. "5/8" IN 32 31 30 29 28 27 i 26 - FND. 5/8" I.R. SEI' S/8" i R 25 W/CAP "CARLOS SMTTH" /W/CAP "CCI" N86-57'47"E - 125.00' ' x 17.8 24 09 ASPHALT 23 X 17.1 22 47,221 F. INS_. _.-- LET TOP 16.5 FL 14.3 21 x ise 1" OAK W L4 x i6.7 13 m 20 \ I I CONC. _ oNC• x NO NO C /18• PIPE I O 4 19 1 - 14 O O o O x 17.0 x 17.0 x 17.7 15 16 24" PIPE X FL 14.3 I " PIPE 6 FL 13 18 FND, 1/2" I.R. �16 4" PIPE\ 8" PIPE\ \ 8' SAP. M.H. TOP 17.27.2 FL B.1 ONE STORY METAL BUILDING 386^57'47"W - 125.0 �6•� �- �- +SET 5/8" I.R. 10 1b.2 W/CAP "CCI" 10 �1 G 10 1111 1 .,19 CAS PAINT 1g. "I.R. 30PIPE FL 13.9 FL 13.9 o1 B L 0 CI K ( 7 1 7 1, DAVID C. NEWELL, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY MADE ON THE GROUND UNDER MY SUPERVISION AND CORRECTLY REPRESENTS THE FACTS FOUND AT THE TIME OF THIS SURVEY. OF T _ 9 )85 • Q �/ DAVID C. NEWELL �0�' O REGISTERED PROFESSIONAL LAND SURVEYOR S S , GllY/ TEXAS REGISTRATION NO. 4085 x 16.9 18 17 B L 0 C K 6 8 2 B L O K 6 8 3 - DRcH „-..,._ OPEN -----_ -•---" - �0169 ADAM STREET (60' R.O.W.) ---+ -^ 16n +119 SET 5/8" I.R. SET 5/8" I.R. y <jA _- ba K SET 5/8" I.R. W/CAP "CCI" W/CAP "CCI" \ 101g• �g:S 18 --_. _._--_ -__- 181 FIND. 3/4" P.T.P. W/CAP "CCI" \ / ^ ' " - 125.00 10 + SET 5/8'. I.R. N86 57 47 E �-- - + - - �Se 1 SET 5/a" 1{R.` ,e$ �sE.L5/9"+rr.-- w/CAP "ccl" \ N86-57'47"E - 125.00 SET 5/8" LR. + 16• W/CAP "CCI_ \\ + W/CAP "CCI" r + 9 + W/CAP "CCI" 10 -- 16• i. r rr ,y9 Nell - - -N&5' 57-447E 125.00' 10 N86 57 47 E - 125.0 19 ,1a 10 ,6;1 1 32 f32 _---- --- A _ x 16.2 31 2 - ' I 2 31 x 17.1 x 7.2 x 17.2 x 17.2 3 30 x 16.5 - �65 ( 3 30 I A ALT 29 4 _ 29 I 4 I x 17.1 � 28 - x, 1 5 lb ^ x 17.2 x 17.2 m + 28 -_ 5 x 16.1 5 6 X 16.4 27 6 9 27 Q 26 S, - 0 _ 26 Z x 17.1 X4*.2------ O X 17.2 x 17.2 x 17.3 7 UI Z '-' -m (.4> 7 28 0 ___� - O O O i (AO O 25 (n Z P ) N N _ �O O O O -I O 8 i -> W W W 25 z o= N W Lr! -- O CI1 I 8 O O (10I (A -- TT1 `L IJi 1 24 A L4 x 17.0 x 14.4. X 17.2 Lrl W x 17.3 x 17.4 O I 9 f;u e m 24 Q �- 00 0 -- O 10,e m 18" RCP I to 6' 9 1 I O -- O O x ,5.a 1 FL u. e5 C7 0 O 23 -- i- O O 00 10 X 18.3 750 S.F. o0 10 o O 23 O 22 TO B 18" RCP x,7.6 �.- x,7.9--�'-' x17.6 x17.9 x18.0 11 FL 16.0 ASPHALT 6' C.L.F. C 22 �- 11 \\Y 12 21 I I 6" TREE 21 10 11 R' 12 o: + > X15.9 X15.9 20 66 C 15� 18 1 ' 151 ' x n•s _-__�___ x 1 zs x n.e {2 x 17.8 X 17.7 13 1 + 15: 6" THE 20 X 15.2 13 21 1y1 14 i 6" TREE 8112 19 m10 69 14 -_ - X 17.5 x 17.6 x 17.6 x 17.4 x 17.3 15 22 1 TREE 18 15 -_ --- 23 I 1 4" TREE 17 16 1 16 e I e r � 1e1g. S86�57'47"W - 125.00�1y Z" -3 I LZ).UU OHE SET 5/8" I.R. SEi 5/8" I.R1'". OPEN DITCH 131 �g. W/CAP "CCI" 10 ---.'FL 14.04 W/CAP "CCI" ._------- �1 + FL"13.PE 24" PIPE 18n +185 +19� FL 13.4 + FND. 5/8" I.R. FND, 2" I.P.\ 30 15 0 30 60 1 FEET30r DATE: NOVEMBER 13, 2007 e 15• +1 18 fill FND. 5/8" I.R. SET 5/8" I.R. SET 5/8" I.R.- W/CAP "CCI" W/CAP "CCI" WEST FOLK STREET + (60' R.O.W.) B L 0 Cl K 17 1 8 TOTAL IMPERVI❑US= 139,231 S.F. NOTES: S86^57147"W::O- 125.00- - 1ya SET 5/8" I.R. SET 5/8" I.R. 19 A+ W/CAP "CCI" W/CAP "CCI" OPEN SET 5/8" I.R. a+ "Op.FND. 3/4" P.T.P. DITCH W/CAP "CCI" +'" 3/4" PTP --�E -+--@RS,2� ,_D.6:.--�- 1,a D 2 10161 10 16 1 + 16 �6• .0 + 1. THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD INSURANCE RATE MAP, COMMUN11Y PANEL NO.485487-0945-L, DATED JUNE 18, 2007, LIES WITHIN ZONE "AE", BASE FLOOD ELEVATIONS DETERMINED. THIS STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. 2. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE 4204. NAD 83. ALL COORDINATES HEREON WERE CALCULATED USING HORIZONTAL SURFACE DISTANCES, 3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE EASEMENTS AND OTHER INSTRUMENTS MAY EXIST THAT ARE NOT SHOWN HEREON. NO FURTHER RESEARCH OF THE HARRIS COUNTY DEED RECORDS WAS PERFORMED BY CIVIL CONCEPTS, INC. REGARDING THESE EASEMENTS. 4. ELEVATIONS ARE BASED ON RM 060030, ELEVATION IS 18.23% NAVD 88. 5. TEMPORARY BENCH MARK - RAIL ROAD SPIKE IN POWER POLE AT SOUTHWEST OF SUBJECT TRACT IN THE EAST LINE OF 16 TH STREET, ELEVATION IS 17.8' 6. FENCES SHOWN HEREON ARE GRAPHIC ONLY, WITH DIMENSIONAL TIES TO THE PROPERTY LINES SHOWN AT SPECIFIC LOCATIONS WHERE THEY WERE PHYSICALLY MEASURED. THE FENCE LINES MAY MEANDER BETWEEN SAID MEASURED LOCATIONS. THE DIMENSION SHOWING THE DISTANCES BETWEEN THE FENCE AND THE PROPERTY LINE ALSO INDICATES WHICH SIDE OF THE PROPERTY LINE THE FENCE IS ON. B L 0 K 7 1 9 SURVEY OF BLOCK 686, 687 AND THE SOUTH 1/2 OF BLOCK 688 TOWN OF LAPORTE, VOLUME 58, PAGE 462, DEED RECORDS OF HARRIS COUNTY, TEXAS. SHEET 4 OF 4 I %SDS � I W r �U O �I n 93 CO +1 85 U1 TOE OF SLOPE PROJECT 45-04