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HomeMy WebLinkAboutHAMPTON INN & SUITES SITE PLAN° i y FA� I4 • I • Lai IT"WA� CITY OF LA PORTE PROJECT NO.13-82000029 E F H co = n� H d- � Z Q I o s FAIRMONT PKWY W K ST,0-1 W L ST. W M ST. 10 n't M GA D N L1ttl W4 LK 0 Cedcxr Bayou PROJECT q Park AREA 0 Bay Forest Golf Course VICINffY MAP NOT TO SCALE KEY MAP NO. 580-F GIMS MAP NO. 6253C-6&7 INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 ...... COVER SHEET 2 ...... SITE PLAN 3 .°.... UTILITIES PLAN 4 ...... GRADING AND DRAINAGE PLAN 5 B...0. LANDSCAPE PLAN 6 °°°°°° DIMENSION PLAN 7 °°.... TOPOGRAPHIC SURVEY 8 ...... TAS NOTES AND DETAILS DOSHI. ENGINEERING & SURVEYING COMPANY CONSULTING ENGINEERS & SURVEYORS ........ KATY, TEXAS, 77494-2135 i.HASMUKH. H: DOSHI �42994 OFFICE: (281) 395-9 06 lk FAX: (281) 395-3 91 -'��. Q, • REGISTRATION NO. F-9873 SHEET 1 OF 8 2013-017-( S HF-ST 2 of aFND. 5/8" IR 1 FND. 1 /2" IR_-' 1�20 1�2 1�,2 T.B.M. #1, yo1 All., f-EAST�,16 AWA M SSION UN 1a SAN. M.H. +1a TR=14.58 +� FL=5.98 (12" N) FL=8.08 ( 6" E), fro PROP. FIRE+13 1 \ HYDRANT ASSEMBLY Z$ 1 C c + ROP. SAN. MH c /INFILTRATION ROTECTION / TR=114.25 / FL=7.55 (12" N) FL=7.55 (12" S) i FL=10.50 (8" W� ' +1 +1 91 13n \\\ 0 �20 +13g1 +1 \ 1 33 + 8" /-PROij. SAN/ SWR. 4- -) r/ .6" Sp. SWR. p� g� DUMPSTER �js g�' spy 131 G' 6• v . 6A b WOOD FENCE �+ C� FND. 1 /2" IR by im O x v . G�1y9y ' .' v°``f��9 p31 v 1y. 9 , 3 +� 1�63+ ` FND. 1 /2" IR +ems' 1y$p 1y$1+ 1 FND. 1 /2" IR 1°26 -WALE - _ Q - - - - --,�03 La� o - , - - - - - a y �5 - - - -6 -15- 6 1 �$ 1y TOP OF BE �+ ya1D� y$0 +'ay 1a3 +1q' � �+ +1k• +6 -+�� `- y?1 moo, 92 -3 / _ -" %b,'' �\ a p - _ +1 V 9 --------- +13----...___ � \\ a 1 �/ R 3`� 3 \ G +12+1a' - - - 13- Y +13' +13�a1�Zy+ WEST �9 �,� STREET \\ 0 +13 6\ i (UNIMPROVED) \ P.O.B 3g0 +13gy ���� \\\ 3$ \\ (80' R.O.W.) FND. 5/8" IR • S T 3 4" I N86055' 39�� E 592.00' o$ �k3 12, 1 2 i Aft ` \� 20' BUILDING LINE t�0- - - - - - - - - - - - - 100 00 w / w lo 0 J 1 N / / >-- I yyz 1 3 LO �1y (9 1/ _ X / / I.Za 0 0 Al +1A +1 � / +' 1y +1 1 1A -�G 1�29 j �/ � t G� z m co LL 1 { I� N X= / { CD { AQ+ o l N�` w { z { > EL M 4b, 0 + +1 � 39 \ +1 +1�`1 +1 1� m ' W w LLJ 91IL O li i ) O zo N , / 6 „E" INLET �\ Q / // G Wm 00 w � to . TR=14.38 \ I o / FL=6.06 (24�� N) \ I p / o, �3 6 ,- /99 W C4 c3 I _ ' 04 I + 3a FL=6.08 (36 S) �$2• +1a�1 1 +13 +1 +139 - o I +1 t � \ 131 � .-� v �Iit j w PROP. 6"x12" \\ �' G x N PROP 6 FIRE SERVICE WATER LINE T.S.&V. \ OD `� "C" INLET ET 3 4 IR 10' BUILDING LINE 36QA0' \ SET 3/4" IR \ p p o13�2 TR=13.08 . 18 RCP vZ c FL=8.88 (18 E) +7� +13O +130 1391 • G13p0 1-r " TEE 31 ' + $ \ rp 13 1-3/4" 90"BEND, I \ { ��' I ���•. 1-3/4" IRRIGATION METER- \ 386' R.O.W. OJ - + PROP. 4'l T.S.8cV. ,,1y�0 1 1k .13a1 PROP 3 DOMESTIC �i' Tl7'l WATER SUPPLY _ T'+ I - 3 4 \ 1 PROP. 44 LF - 8"/SAN. FOR CONTINUATION c IR �T UN \ d- SWR. (SDR26) ® 1.00� 5EE PLUMBING PLAN C? WATCQ ER LIIN - - , \ \ T- PROP. SAMPLE WELL \ PROP 3" WATER METER � AND CLEANOUT PROP. BUILDING PROP 3 RPZ BAC1,74 LOW PREVENTER 2 1 _ F.F.=16.00 FOR CONTINUATION I PROP. FIRE WATER CONNECTION' - , +1y1 \ { I FOR CONTINUATION NEEAP PLAN + ' 6"x12" T.S.ScV 22 SEE MEP PLAN +1�`� PROP 6 DOUBLE CHECK VALVE °� +1h153 13�1 j. DETECTOR BACKFLOW PREVENTOR w I i H � 1 10Z ``4-- I z i1 { t I1 0 + p,3 +113' �31 + b, / .• � 1_. 16'x3O' WATERLINE ESM'T. . G °`' �2;1 P OP. ELEC. SV.E-,LINE E +0 PROP AS. SVC. V E 1 (SEE MEP PLANS) +1 (SEE ELE�.-CLANS} a , `�- 3 � 13 1 PROP. FIRE HYDRAN I' ASSEMBLY I 1 13� 33 +1�' �' G PROP 6 FIRE SERVICE WATER LINE 1 3 a .-PAP-6'� •&V• r G133 I ' P 360.101Q' + -� �.a / 9 +1�� +13• '3, - OH ELEC. LINE { 1;,�„ S66 55 39 W 592.00 1 SET 3/4" IR - 33 4� { SET 3/4 IR (TYP) 1�.2 � 9�� ` - --1 W BUILDING LINE- 2 q �� FND. 5/8 IR PROP. 8" 1 1 _ q6 EXIST. (12 WATER LINE 's bs 1�. r� T.B.M. 2 31 sAN. SWR. / / +13aka _14- _ _ _ 13' - us •sue 13{ p06 �Z 3°� 3`�3 y +1�`1 \ / 1 133 • °- zz k 1 ---- - _ __-- - .-- _- - - - , _ �3�3 i $ ��T f » 1p ` » r� All \ \ 90 C10I 1ny!�ti --- ---- -.cis --------- -- - a9 y IIE►�T !�� STREEI (60' R.O.W.) (UNIMPROVED) y$6 y6 11 "E" INLET�y A A A _ y yq3 TR=12.88 y33 21 FL=5.58 (36" N) 1 1� FL=5.58 (48" S) „ .. y *1y, +1a BENCHMARK: T.B.M. #1: SET '60d' NAIL IN POWER POLE LOCATED ALONG THE EAST ROW OF 12th STREET. ELEV.=16.54' T.B.M. #2: SET '60d' NAIL IN POWER POLE LOCATED AT THE SOUTHEAST CORNER OF BLOCK 1147 ALONG THE WEST ROW OF SH 146. ELEV.=15.43' SCALE:1 "=30' 30 20 10 0 30 FEET PROPOSED LEGEND II®; PROP. TYPE "A" INLET ®; PROP. JUNCTION BOX PROP. MANHOLE --- PROP. DIRECTION FLOW TC lO.OQ PROP. TOP OF CURB ELEVATION TP 10.00 PROP. TOP OF PAVEMENT ELEV. TG 10.Q0 PROP. TOP OF GRATE ELEVATION FL 10.00 PROP. FLOWLINE ELEVATION TW 10.00 PROP. TOP OF WALK ELEVATION NOTE: CITY OF LA PORTE PUBLIC WORKS TO INSPECT WATER LINE CONNECTIONS. NOTE: GREASE TRAP REQUIRED FOR THIS PROJECT. GENERAL NOTES: CONTRACTOR TO MAKE THE DOMESTIC WATER CONNECTION. CONTRACTOR TO PROVIDE AND INSTALL DOMESTIC WATER METER. DOMESTIC METER SHALL BE A NEPTUNE MODEL R900i COMPOUND. CONTRACTOR TO MAKE FIRE LINE CONNECTION. CITY WILL MAKE THE IRRIGATION CONNECTION AND INSTALL IRRIGATION METER SANITARY SEWER CONNECTION WILL BE MAKE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING WATER AND SANITARY SEWER LINES. 1. UTILITY EXTENSION AGREEMENT FOR SANITARY BE COORDINATED W/ CITY'S GIS DIVISION. 2. STORMWATER QUALITY PERMIT TO BE COORDINATED W/ CITY ENGINEERING DIVISION. 3. FILL DIRT PERMIT WILL BE REQUIRED FOR ANY SITE FILL OUTSIDE OF BUILDING FOUNDATION AREA - COORDINATE WITH ENGINEERING DIVISION. NO. REVISION BY DATE CKD. DATE UTILITIES PLAN TELEPHONE INVESTMENT INC. 1328 STATE HIGHWAY 146 SOUTH LA PORTE, TEXAS ea °FT��s��Pl DOSHI ENGINEERING & SURVEYING COMPANY *, CONSULTING ENGINEERS & SURVEYORS ..:................................... *.!� KATY, TEXAS. of HASMUKH H. DOSHI /j o �a................42994 ............... OFFICE: (281) 395-9906 REGISTRATION NO. F-9873 DRAWN BY: SD DATE: 11/11/13 'CENS�'-�-�`„% PROJ. NO.: G" CHECKED BY- HD DATE: 11/11/13 �'" SCALE: 1"=30' DWG. NO.: C-5 0 %�8 %/�1tcl CAD NO.: 2013-017-05 SAN. M.H. c�------------ �3 �pb -- _- ---_ -- \\ 1 +`� 3�p �15 +1'�j9 TR=14.58 - - - - / / 13� � +,3 *13�9 \ \ + All FL=5.98 (12 N) / - / 25 WEST 9 L" STREET \\ FL=8.08 (6" E)t. ` O *1313 \ \ 1� I (UNIMPROVED) ago 13g� ^ \ 3g6 \ (80' R.O.W.) \ P.O.B tia2o SET 3 4" I + N86055'39"E 592.00' / \\ o$ \\ - \ , FND. 5/8" IR &3 1 \3g 312 Ali r \ �� \i 20 BUILDING LINE O .L3b �19 `l a"�42 .-------------- / ,��`0 /•-- ', 39 3g3 �+��� '��`�2 13g$ G hhe 00 X E­' q I m I 21 / \ 1000 X= I z I \ I a� \�` w I I >. ..._� Ot��2 GZ (L PROP. 24" STM:� g� I z 13b,Z+� "E" INLET / / C w °° TR=14.38 \ / FL=6.06 (24" N) 6 I I 3°c FL=6.08 {36" S} PROP. GRATE INLET �L \ `� I p / a�1$ 6 �-- - ` - 9to d �31 I o * TG=14.25 1 g2. +Z°�' 1 +'�3 ` +1 / +�3°� 3 9 �' 0 ffA,f FL=9.93 (8 +) PROP. GRATE INLET/ \ / / 3� � v °-+WI FL=9.60 (12" W) TG=14.25 X \ // 10 1505-0-1 in HHI FL_11.25 (8" W) I w \\ / / G 4 "C» INLET FUT. 4' WIDE +13� 10' UlLD NG LINE TC 15.00 TC 15.00 TC�OO SET 3/4" IR \ \ / p 3�2 TR=13.08 CONC. SIDEWALK _ I _ �_ _TP 14.51D 360.00 _ ._ TP 14.50 TP _ \,'� 18" R P � 4,1 _ (18" E) PROP.TC t5ji JUNCTION i P 15.00 a, ��' * p, p OX # I �� a, 'P 15.25 f SEE NO E 6 ti5 - + sr E�F t +\3g0 +13g2 91 p0 _. TP=15.00 T 1 .00 ff T 1 .50 TC i .90 rO L T Y5.90 FL=9.31 (12 W) -, LINE "B" r , LINE "A" TP 15.40 15.40 r , „ „ �' I 3 ( J L-J TC 16 = ; AREA A FL=9.31 (1?�"65) I I SEE NOTE 2 TP 14. fl I' ( TP 14.40 SEF,,. -NOTE 2 4- TC 15.00 TC1 .00 TP14.5---- SEE NOTE 1 SEE NOTE 1 Tp 5,8 ( TP 1 « b� / \ \ ` TP 1 .00 1 / �. - bA 386 R.0.1ly. T.. \ i TC or pp / TP14.50 .� / ��O `-: / g�'% i �' - i -*�`' �`� 6 13�°` .13g as TC 15.00 TC 15.00 +1 = SEE NOTE 5 TC 15.00 r- - f PROP. EXPANSION OINT \ '` +13• �G, r . * I TP 14.50 TP 14.50 �" °' TP 14.50 5 a \ � :. � w I •, SRE NOTI 'a ,., _= TC i5.00 /.a +1 ' \ \ I / SEE` -Q-TR 1 TP 14.50 SEE NOTE 1'�' 15-, „ „ \ \ EL=14.75 EL=15. 9 ® .� .5 f E B -- \ / I v SEE NOTE 3 (TYP.) 5 ` ® / _ � p BU SEE NOTE 4 -$ i' �i ' k5 \ I EL=14.50� + F.F.=16.00� I-;<,; 1 �_ +1��A \\ I EL=14.25 + SEE NOTE 4 0 0 21 S�' TE 1 A5 PROP. GRATE INLET Gaya ti°'� 91 PROP. GRATE ff Gff aj o ko +'.b' AN 5 8 ° A TG-14. G � *� INLET 2 SEE TOTE 5 'n d' - % • ' TG=14.25 SEE NOTE 4 SEE NO".rE 1 SEE NOTE 4 p/ ; Z FL=11.36 (8" Wy \ ' �'' / E- H / J FL=8.98 (12ff N) r c� FUT. 4 WIDE _ f CONTRACTOR TO VERIFY EXIST. 12" WATER o 1 z GpNC. SIDEW� 6 T 150 C' LINE BEFORE CONSTRUCTION AND CONTACT �� 339 \ 3a' P 14 50 ENGINEER. 16'x3O' WATERLINE ESM'T. G,1 +1 Ap p \ j / �� • 1p. / �p O TC 15.00 6� 20 �j 134 E-4 �G,1a� p . 33 Z * SEE N,03E 2 3:;z>.. TP 14.50 �� +� + _ / / / y f 3..r. I LINE "I" I I I AREA "E",. �3. +�3 I LINE "Hff / �133� F.F.=16.00 r r-, � i TC 15.Ofl G LINE F' , I ; TP 14.50 LINE E "G' 360.00' + r TP 14.5fl *13. - - - 4- L +%j h I I PROP 14rCTI0N 0 "E . L E (TC15.00 _86055'39"i 592.00' CAUTION. -1 SET 3 4" IR - - - 3.3 ROI". sTM. MH ( SET 3/4" IR Box, �- p�) GRATE ;o ITP 1dr:.50 �2 ,3� �- 12" . SWRi F = io.5o' 1�0; "BUILDING LINE ,3 .� �r FND. 5/8 IR 4 TGR-14.25 j TP�15.00 INLET ��� PROP. 5 I -le ``fIHGK• (3,,500 9 3�O r� EXIST. 12 WATER LINE o T.B.M. 2 FL=5.67 36" N fL=8.60 12" N 3 14 ` "- , - s ( ) �'� 3• / ( ) TG=14.25 *� g PSI) CONCRETE SLAB W/ #4 Pf�OP:GRATE INLET a' ff ff ff / PROP. G + FL=5.67 (36 S) / FL=8.95 (15 E) FL=9.54 (12" E) +�3 REBAR ® 12 IN CENTER EACH TG=14.2 -__ _ _ _ PROP.`JUNCTIO H X �3 6 FL=8.10 (18" E L3( o�pb 2 FL-8.14 (1 a9 W) FL=9.29 15" 53 I WAY OF q AND 8" FL=10.34 (12" W) \ P=14.25 � `/ INLET ti3 3� 3• , 55 j STABILIZAD COMPACTED _ FF-�10.77 (8" N) TG=14.00 �3 DITCH Z3 FL-10.34 (12"ff FL=11.48 (6" W) -,3 � SUBGRADE PER SOIL REPORT. 1� FL=�0.41 (8 E) 3g2 ti �. - -� � �31 � � » » * FL=10� 5 12 W 390 G'Z .�36 ----------_ ___ _ a�� WEST STREET 3 �� ( )*Z 1��� 60' R.O.W. UNIMPROVED 13 A•- yb$ \ a "E" INLET- .' FL=5.58 (36" N) FL= 5.58 48 S NO. REVISION BY DATE CKD. DATE LINE AREA AREA IN ACRES C TC MIN. i, IN HR Q, CFS i, INHR Q, ' CFS i,Q IN HR Q{a CFS in IN HR Q„ CFS i100 IN HR JAM PIPE SIZE & SLOPE g PIPE LENGTH TYPE OF PIPE VELOCITY CAPACITY A A 0.34 0.80 23.27 3.53 0.96 3.90 1.06 5.16 1.40 5.99 1.63 7.21 1.96 • . 8" @ 0.75% 175' PVC SDR 35 3.00 FPS 1.06 CFS B&B1 B 0.64 0.80 24.24 3.46 1.77 2.83 1.96 5.07 2.60 5.89 3.01 7.09 3.63' 12" @ 0.45% 137' PVC SDR 35 3.00 FPS 2.30 CFS C C 0.71 0.80 24.42 3.45 1.96 3.81 2.17 5.06 2.87 5.87 3.33 7.08 4.02. 12" @ Q.;= 85' PVC SDR 35 3.00 FPS 2.30 CFS D D 0.28 0.60 22.99 3.55 0.80 3.92 0.88 5.19 1.16 6.02 1.35 7.24 1.62 8" ® 0.i'5% Q5' PVC SDR 35,_ 3.00 FPS 1.06 CFS E E 0.06 0.80 21.09 3.70 0.18 4.08 0.20 5.38 0.26 6.23 0.30 7.48 0.34 8" ® 0.75% 1 1' PVC SDR 35 3.00 FPS 1.06 CFS F F 0.34 0.801 23.27 3.53 0.96 3.90 11.06 5.16 1.40 5.99 1.63 7.21 1 1.96 12" @ 0.45% 66' P`IC SDR 35 3.00 FPS 2.30 CFS G G 0.55 0.80 24.00 3.48 1.53 3.84 11.69 5.09 2.24 5.91 2.60 7.12 3.13- -12" ® 0.45% i i7' PVC SDR 35 3.00 FPS 2.30 CFS H H 1.10 0.80 25.17 3.40 2.99 3.76 13.31 4.99 4.39 5.80 5.10 6.99 6.15 15" @ 0.33% 105' PVC SDR 35 3.00 FPS 3.70 CFS I I 1.72 0.80 26.00 3.34 4.60 3.70 15.09, 4.92 6.771 5.72 7.87 6.90 9.49 18" ® 0.25% 15' RCP 3.00 FPS 5.30 CFS SCALE:1 "=30' 30 20 10 0 30 FEET NOTES: A SEPARATE FENCE PERMIT SHALL BE REQUIRED FROM THE CITY OF LA PORTE. I*13 BENCHMARK: T.B.M. #1: SET '60d' NAIL IN POWER POLE LOCATED ALONG THE EAST ROW OF 12th STREET. ELEV.=16.54' T.B.M. #2: SET '60d' NAIL IN POWER POLE LOCATED AT THE SOUTHEAST CORNER OF BLOCK 1147 ALONG THE WEST ROW OF SH 146. ELEV.=15.43' PROPOSED LEGEND ®; PROP. TYPE "A" INLET R; PROP. JUNCTION BOX PROP. MANHOLE --- PROP. DIRECTION FLOW TC 10.00 PROP. TOP OF CURB ELEVATION TP 10.00 PROP. TOP OF PAVEMENT ELEV. TG 10.00 PROP. TOP OF GRATE ELEVATION FL 10.00 PROP. FLOWLINE ELEVATION 10.00 PROP. TOP OF WALK ELEVATION SW MM PROP. DRAINAGE AREA BOUNDARY M DE GE MATCH EXISTING GRADE 1. PROP. 6' LONG CURB RAMP WITH TRUNCATED DOMES AND W/RUNNING SLOPE OF 1:12 MAX. & CROSS SLOPE OF 1:48 MAX. WITH LANDING AT TOP & BTM. W/SLOPES OF 1:46 MAX. 2. PROP. ACCESSIBLE PARKING SPACE W/SLOPES OF 1:48 MAX. ANY DIRECTION. 3. PROP. 5' WIDE CONC. SIDEWALK W/RUNNING SLOPE OF 1:20 MAX. & CROSS SLOPE OF 1:48 MAX. 4. PROP. 5'x5' CONC. LANDING AT THE OUTSIDE OF DOORS W/SLOPES OF 1:48 MAX. ANY DIRECTION AND 1/4" MAX. BELOW FINISH FLOOR. 5. PROP. VAN -ACCESSIBLE PARKING SIGN. BOTTOM OF SIGN AT 60" MIN. ABOVE FINISH GROUND. 6. PROP. PASSENGER LOADING ZONE W/SLOPES OF 1:48 MAX. ANY DIRECTION. FF=16.00 EL=15.50 EL=15.50 EL=15.00 EL=15. EL=14.50 EL=14.50-N EL=14.25 O) �z OECTION "A -A" N.T.S. EL=15.50 EL=1 b.46 EL=14.95 EL=14.50 EL=14.00 -� SECTION "B-B" N.T.s. OWNERS TELEPHONE INVESTMENT INC. Nizarali H. Manesia (President) 19 Pecan Gorge Ct. Sugar Land, Texas 77479-5939 Phone No. 281-530-1351 GRADING AND DRAINAGE PLAN TELEPHONE INVESTMENT INC. 1328 STATE HIGHWAY 146 SOUTH LA PORTE, TEXAS OF DOSHI ENGINEERING & SURVEYING COMPANY CONSULTING ENGINEERS & SURVEYORS KATY, TEXAS. ►.....•..........................................rs HASMUKH H. DOSHI OFFICE: (281) 395-9906 REGISTRATION NO. F-9873 t� �;• 129g4 �� :� DRAWN BY: SD DATE: 11/11/13 Ecas�o °Arr':v;. CHECKED BY: HD DATE: 11/11/13 PROJ. NO.: SCALE: 1"=30' 3 - 7- 11 DWG. NO.: C-4 0 CAD NO.: 2013-017-C3 e:�ttr 4 d� Ad U) to m ^ � �' z W U ' 3: CL i N O` Q N D z fn Qti 4. a co O U i 1-0� Q N •SAN. M.H. TR=14.58 FL=5.98 12 N FL=8.08 ( 6" E) S SS SAN. SWR. a - D- n N O N 4— CMS BED i EXISTING CANDLEWOOD SUITES �Ii N86°55'52" E 266.00' 11 ' SEASONAL — FLOWERS BED CREAPING-\ M- t�- ��J 15 I PE D CC`H ' SEASONAL FLOWERS BED N86°55'52" E 60.00' I I I I 1 I I I I t I I 1 1 - I I I I I I 1 I 1 1 I I I I lI I rill 4- 0 0 c o co o o cl C').C) t:J ©0 © 0 0 ID 0 �p P'501- �,..� 266.00' - .O W M STREET (60' R.O.W.) .O -13 d rm i __j i I � I 1 I 1 m I I I 1 I I af�Lds W L STREET (80' R.O.W.) GENERAL NOTES: 1. ALL PLANTS SHALL BE FULL POT AND HEAD, SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR TRENCHING, CONTRACTOR SHALL BE RESPONSIBLE. FOR REPAIRING OR REPLACING ANY DAMAGE UTILITIES OR OTHER IMPROVEMENTS. 3. GRADE SURFACE TO ENSURE AREAS DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING AND POCKETS OF SURFACE DRAINAGE SPREAD AND AVERAGE OF 1" SHARP SAND OVER ENTIRE AREA TO BE SOLID SODDED. HAND RAKE ENTIRE PRIOR TO SODDING, OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL OF GRADE PRIOR TO SODDING. 4. ALLOW FOR FINISHED GRADE AT EDGE OF WALKS AND CURBS TO 'BE A MINIMUM OF 1" TO 1 1/2" BELOW TOP OF SIDEWALK AN CURBS AREAS SO GRASS WILL NOT HOLD WATER ON WALK .AND SHALL BE CONSISTENT ALONG EDGE. 5. LANDSCAPE CONTRACTOR TO COORDINATE AND SCHEDULE HIS WORK WITH OTHER CONTRACTORS WORKING ON THE PROJECT SITE. 6. PROVIDE IRRIGATION SPRINKLERS AT ALL LANDSCAPING. FF N8655'52" E 266.00' 1U`�t i i�l`l/tii�ii�a-�il��fiiw.i,�!ie+a►T+f�i��Yisws7:;u1y!TS�11�17[!1►��i#t1 :r , u SCHEDULE OF TREES AND SHRUBS TREES: PARKING LOT TREES 0 1 PER 10 PARKING = 9 STREET FRONTAGE AND PERIMETER TREES = 38 TOTAL TREES REQUIRED = 47 TOTAL TREES PROVIDED = 47 ' D D Q q � . - D a•`d REMOVE CONTAINER & LIGHTLY SCARIFY ROOTS & SOIL BEFORE PLANTING. SET PLANT 2" ABOVE FINISHED GRADE 0 Uj Z) w >A3 � m cn v to z 'd- Q U it) N O V) v 0 dp•• w c O 1 0 o C Q ` D h__7mw_ BLACK REINFORCED RUBBER HOSE, PLACE — ABOVE FIRST TIER OF BRANCHES #10 OR e12 GAUGE GGALVANIZ D GUY WIRE, DOUBLED AND TWISTED,- 1 /4' DIA. GALVANIZED TURNBUCKLE 3" MULCH 4' SAUCER RIM SLOPED GRADUALLY TO FINISHED GRADE TOPSOIL MIX 2X4X4' PRESSURE TREATED PINE STAKES, DRIVE FLUSH W/ GRADE LIGHTLY COMPACT TOPSOIL MIX BENEATH i _ U r F d °o c I z H o c W K ST. FAIRMONT W LST. WMST � v n G D N Little W K o Cedar JECT o Bayou Pork PR LO ATION Forest Golf Course ALL DRAWINGS, SPECIFICATIONS AND DESIGNS PRESENTED ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF WADHWA AND ASSOCIATES, INC. AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE WRITTEN CONSENT OF WADHWA AND ASSOCIATES, INC. WRITTEN DIMENSIONS SHALL BE FOLLOWED DO NOT SCALE THE DRAWINGS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL THE DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED IMMEDIATELY OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. R E V I S 1 O N S 09-04-2013 ISSUED FOR 50% FRANCHISE REVIEW VICNITY MAP N SCALE: NTS ® 10-23-2013 I.F.P. 01-22-14 REVISED PER 2 CITY COMMENTS 03-06-14 REVISED PER 3 CITY COMMENTS -SAUCER RIM 3" ABOVE FINISHED GRADE. SLOPE GRADUALLY TO FINISHED GRADE - 3" MULCH IN PLANTING BED. LO s � —FINISHED GRADE cj*3 -TOPSOIL MIXcx co -LIGHTLY COMPACTED x TOPSOIL MIX.I- z W �— 0 DO NOT CUT LEADER CO a 3 GUY WIRES PER N PLANT REQUIRED. SPACE EQUALLY AT tr3 129 AROUND TREE. J ry 5 GUY WIRES USED FOR 5' CAL. OR LARGER SET ROOTBALL 2" -4' ABOVE FINISHED GRADE RED COLORED SAFETY, FLAGGING EA. GUY FINISHED GRADE h IS - ,,=11-II-ll- II=1I=1 IL�IL` II=.11= .• •• gRcyi r� 9 l z� 19092 U o p °' V — p M — cc I Lr3 w ) m W C c c O to cn- d W y C O O u") Ln r yi N U � W cc X 0 � O ~ - o m Q U O o cm c N p DRAWN: AJ, CN CHECKED: DATE MAY 2013 JOB NO. 13-05-012 SHEET NO. LANDSCAPE PLAN SCALE V = 30' LP1 ewr, 5 ©F_ 0 9 SAN. M.H. TR=14.58 FL=5.98 (12" N) WEST "L" STREET FL=8.08 { 6" E) I (UNIMPROVED) P.O.B (80 R.O.W.) SET 3 4" IR N86055'39"E 592.00' FND. 5/8" IR 20' BUILDING LINE SCALE:1"=30' _ 30 20 10 0 30 FEET 00 - W W � Z d w^. Z J O T O E--4 o D z 1000 1 � IU w I 0 co w m v� ,-a °0 W � ep', J I N O � H O x00 to e}+ U 04 W cc U L-1.50-1 100.00, 26.27' 33.62' 26.27' 138.83' ~ 19.83, 3.67' 7 .08' 175.00' 114.92X O M y �• o ET 3 4 IR 10' UILD G 9NE 360.0 '9 .�. SET 3/4" IR p c o o 8' � �� % N cc MIN STO E '# e L12 OL a I to CQ r®i r 9' 5' 11.5' 33,g2' 8.5' 5' 9'Ila Q i s y L—J 40 67 L—J ui . L—J }:Fw cat cv nT vTllcQ '�',WPc I 67.50' ate's 386' R.O.wI o ko 19 a � o T ccl) I a�a a� m cc 161 m 71.00' / 95.00' I °0 m PROP. BUILDING c F.F.=16.00 m � 5' W Z � w � C , 'oz Z co I 18�00' 5' 18$ ' 0 0 9' 0 co 66 in 16'x30' WATERLINE ESM'T. R , o - 9' 5' 6.5' 4� 5 c;- A.5' 121.57' TYP 5' 55.00' '� a 0 .-I \ / co f -,♦ W 360.00 7%%% R24.5' 586055'39" 92.00' SET 3/4" IR SET 3/4 IR 10' BUILDING LINE FND, 5/8" IR EXIST. 12" WATER LINE T.B.M. #2 104.52' 177.50' 65.82' 111.17' 12 49' ° 25.50' 160.30, 27.24' 76.79' 62.00' 140.39' 32.00' 63.28' ITCH 4.50 .-% D T C H WEST "M" STREET 82.01' (60 R.O.W.) (UNIMPROVED) �- J BENCHMARK: T.B.M. #1: SET '60d' NAIL IN POWER POLE LOCATED ALONG THE EAST ROW OF 12th STREET. ELEV. =16.54' T.B.M. #2: SET '60d' NAIL IN POWER POLE LOCATED AT THE SOUTHEAST CORNER OF BLOCK 1147 ALONG THE WEST ROW OF SH 146. ELEV.=15.43' DIMENSION PLAN TELEPHONE INVESTMENT INC. 1328 STATE HIGHWAY 146 SOUTH LA PORTE, TEXAS DOSHI ENGINEERING & SURVEYING COMPANY �� CONSULTING ENGINEERS & SURVEYORS • *�,' KATY, TEXAS. ......••••• ..........OFFICE: 281 395-9906 REGISTRATION NO. F-9873 HASM1I(H H. DOS 42994....•......•...� DRAWN BY: SD DATE: 11/11/13 o ; : �� PROJ. NO.: cENsa '� CHECKED BY: HD DATE: 11/11/13 �.. +11 \SSALE�G`r SCALE: 1"=30' �ON /0N DWG. NO.: C-6 0 3 -I y CAD NO.: 2013-017—C6 li k< � 4r-E3. UNTA R35UR�EY �1 "C" INLET 1a 24." STM FL= 9.95 (24" E) i3dFL=10.00 A (24 W) "C" INLET ► . 24" STM L a TR=13.78 •� • ' "C" INLET FL=10.08 4" E) : ; :• 7R=14.32 FL=10.12 (24" E) FL= 9.97 (24" N) a FL= 9.92 (24" S) E � W Ho � Nin00 V)p m D a CANDLEWOOD SUITES c - CO ci • ` rl ZO a .N- -+ v 00 S 1g �,3yg2 1yQg +lAp1 G �yC,f 5 G_1�b g1 ;�'ND. 5/8" IRLA 1/2" III A6" 5�1. bib. �b SWR. pA o1b ',',.'• gg "• ° FND. 1/2" IR E.. En A�FND. _ rc�5. tiAby T.B. 1 — NALE ,5— _ 3 5 :4N CD p1 +1A1g A g AA2 R� + �� at TOP OF BE ��• a — 0 —+y5 A3A �g$ ,%j4 •—tv + q1b m iraAWA 92 �y9A - Ji A29 1 rA9 _ to — — — _._. _.._ — — __ SAN. M.H. A Aob — �,� —. � — +13• \ A1g TR=14.58 `1 FL=5.98 (12" ) — — — — — -- +13gg FL=8.08 ( 6" )f�\ 0 3�3 ' `" / / +.,3,) g0 +1 / \ 3gb + C3rT AIA" Q +�3g5 / \ N66"55'39"E 592.00' DUMPSTER r V. A�' Cl' b WOOD FENCE c LA• —FND. 1 /2" IR `js� tiy�° �5a� J FND. 1 /2" IR LAZb L — — — — ✓_ +,A Ay — _ +iA_ 5_ _ — —.Oroq4S s 139 G�13�y i WEST "L" STREET '!=�c 1 s 7 IC" 4 pAvj,/,+- \ (UNIMPROVED) (80' R.O.W.) r, ©.v L��� \ P.0.8 -"' \ FND. 5/8 IR 1A q3 20' BUILDING LINE _ b3 � A=g --- — — — — — — — +tib�q 3gg3Z 1ey6s G 3 A$ \ I 00 CD 001 E-i V. gy-r / >_ \ �01 - 0 o j Aa8 +lA�p +1A15 / X (old ' \ � r ti z \ ^? 1 UNRESTRICTED RESERVE "B" z , 3.7667 ACRES o IqA, cL' a (164,080 SQ.FT.) +tiq�9 A m Z_ 362 �A' "E" INLET / a 1A6 TR=14.38 ` FL=6.06 (24" N) _ `' _ Of 31b �i , +, 3q FL=6.08 (36" S) +1Ag2 +�A71 \� 1 +1 0 +,A16 / / /13gb 39g +� O "Sil cn :4 i' w " v "C" INLET +13�A ! 10' BUILDING LINE 360.00' \ SET 3/4 IR \ / " p Gsti^,�Z TR=13.08 5" --- 4 1 \ \ 3bA 3 ybl DITCH-,3• +ti36b '1335 C , , 18 R P rn p FL-8.88 (18" E) I T. +ti +� k UNRESTRICTED RESERVE "A" \ 1 I 1.8694 ACRES 1 2 j A1A (72,720 SQ.FT.)`A2ti W r � ri WOO' WATERLINE ESM'T. A• All +tiA' / •- + � +1A� +�Ao3 / I / _ + rn 232.00, - -- f +tiA OH ELEC. LINE / " S86055'39"W 592.00' _ ` " IR SET 3/4" IR / (TYP) S �qZ� 39 SET 3/4 IR 1�BUILDING LINE— 3 �, / A j ti 9b , a8 EXIST. 12 WATER LINE 1 g +1"' 3 — — -- — — — —' — A9$ y WEST „M„ STREET $ tiA (60.' R.O.W.) (UNIMPROVED) / rs FL=5.58 (36" N) FL=5.58 (48" S) 386' R.O. REVISION SCALE:1 "=40' 40 20 0 40 FEET BENCHMARK: T.B.M. #1: SET '60d' NAIL IN POWER POLE LOCATED ALONG THE EAST ROW OF 12th STREET. ELEV.=16.54' T.B.M. #2: SET '60d' NAIL IN POWER POLE LOCATED AT THE SOUTHEAST CORNER OF BLOCK 1147 ALONG THE WEST ROW OF SH 146. ELEV.=15.43' EXIST. LEGEND At WATER VALVE MANHOLE -s- POWER POLE C— DOWN GUY • TREE PINE TREE SIGN FAIRMONT S WKST. a WLST. WMST %D in V .M+ PROJECT AREA VICINITY MAP OD Llttlle Cedar Bayou Park Fo rest Golf Course BY DATE CKD. DATE TOPOGRAPHIC SURVEY OF BLOCK 1146 & 1147 TELEPHONE INVESTMENT INC. 1328 STATE HIGHWAY 146 SOUTH LA PORTE, TEXAS J 0� DOSHI ENGINEERING & SURVEYING COMPANY F."'"''• `'°:��� 'i...r °`�' H. H. i�(�aHl 3860 c� `� r�. °........ CONSULTING ENGINEERS & SURVEYORS KATY, TEXAS. OFFICE: (281) 395-9906 REGISTRATION NO. F-9873 DRAWN BY: SD DATE: 11 /11 /13 CHECKED BY: HD DATE: 11/11/13 SCALE: 1"=40' DWG. NO.: C-3 0 CAD NO.: 2013-017—C3 �f• -1 e):F 0 206 Accessible Routes 206.1 General. Accessible routes shall be provided in accordance with 206 and shall comply with Chapter 4. 206.2 Where Required. Accessible routes shall be provided where required by 206.2. 206.2.1 Site Arrival Points. At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones; public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. EXCEPTIONS: 1. Where exceptions for alterations to qualified historic buildings or facilities are permitted by 202.5, no more than one accessible route from a site arrival point to an accessible entrance shall he required. 2. An accessible route shall not be required between site arrival points and the building or facility entrance if the only means of access between them Is a vehicular way not providing pedestrian access. Advisory 206.2.1 Site Arrival Points. Each site arrival point must be connected by an accessible route to the accessible building entrance or entrances served. Where two or more similar site arrival points, such as bus stops, serve the same accessible entrance or entrances, both bus stops must be on accessible routes. In addition, the accessible routes must serve all of the accessible entrances on the site. Advisory 206.2.1 Site Arrival Points Exception 2. Access from site arrival points may include vehicular ways. Where a vehicular way, or a portion of a vehicular way, is provided for pedestrian travel, such as within a shopping center or shopping mail parking lot, this exception does not apply. 207 Accessible Means of Egress 207.1 General. Means of egress shall comply with section 1003.2.13 of the International Building Code (2000 edition and 2001 Supplement) or section 1007 of the International Building Code (2003 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 208 Parking Spaces 208.1 General. Where parking spaces are provided, parking spaces shall be provided in accordance with 208. EXCEPTION: Parking spaces used exclusively for buss, trucks, other delivery vehicles, law enforcement vehicles, or vehicular impound shall not be required to comply with 208 provided that lots accessed by the public are provided with a passenger loading zone complying with 503. 208.2 Minimum Number. Parking spaces complying with 502 shall be provided In accordance with Table 208.2 except as required by 208.2.1, 208.2.2, and 208.2.3. Where more than one parking facility is provided on a site, the number of accessible spaces provided on the site shall be calculated according to the number of spaces required for each parking facility. Advisory 2d8.2 Minimum Number. The term "parking facility' is used Section 208.2 instead of the term "parking lot" so that it is clear that both parking lots and parking structures are required to comply with this section. The number of parking spaces required to be accessible is to be calculated separately for each parking facility, the required number is not to be based on the total number of parking spaces provided in all of the parking facilities provided on the site. 208.2.4 Van Parking Spaces. For every six or fraction of six parking spaces required by 208.2 to comply with 502, at least one shall be a van parking space complying with 502. 302 Floor,or Ground Surfaces 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. Advisory 302.1 General. A stable surface is one that remains unchanged by contaminants or applied force, so that when the contaminant or force is removed, the surface returns to its original condition. A firm surface resists deformation by either indentations or particles moving on its surface. A slip -resistant surface provides sufficient frictional counterforce to the forces exerted in walking to permit safe ambulation. 302.3 Openings. Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3, 409.4.3, 410.4. 810.5.3 and 810.10. Elongated openings shall be placed' so that the long dimension is perpendicular to the dominant direction of travel. 303 Changes in Level 303.1 General. Where changes in level are permitted In floor or ground surfaces, they shall comply with 303. 303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical. 303.3 Beveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum . shall be beveled with a slope not steeper than 1:2. Advisory 303.3 Beveled. A change in level of 1/2 inch (13, mm) is permitted to be 1/4inch- (6.4 mm) vertical plus 1/4 inch (6.4 mm) beveled. However, in no case may the combined change in level exceed 1/2 inch (13 mm). Changes in level exceeding 1/2 inch (13 mm) must comply with 405 (Ramps) or 406 (Curb Ramps). 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply with 405 or 406. 403 Walking Surfaces 403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403. 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. 403.4 Changes in Level. Changes in level shall comply with 303. 403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5. EXCEPTION:; Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area* equipment provided that the decrease is essential to the function of the work being performed. 403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces shall be 36 inches (915 mm) minimum. EXCEPTION:. The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1220 mm) long minimum and 36 inches (915 mm) wide minimum. 403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1220 mm) wide. clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn. 406 Curb Ramps 406.1 General. Curb ramps on accessible routes shall comply, with 406, 405.2 through 405.5, and 405.10. 406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level. 406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper then 1,10. 406.4 Landings. Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36 Inches (915 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing. EXCEPTION: In alterations, where there is no landing at the top of curb ramps, curb ramp flares shall be provided and shall not be steeper than 1:12. Table 208.2 Parking Spaces Total Number of Parking Spaces Provided in Parking Facility Minimum Number of Required Accessible Parking Spaces 1 to 25 1 26 to 50 2 51 to 75 3 76 to 100 4 101 Ao 150 5 151 to 200 6 201 to 300 7 301 to 400 8 401 to 500 9 501 to 1000 2 percent of total 1001 :and over 20, plus 1 for each 100, or fraction thereof, over 1000 long dimension p dominant directic dominant direction of travel 13 Figure 302.3 Elongated Openings In Floor or Ground Surface Figure 406.3 Sides of Curb Ramps . a 2 ......... 6.4 �-� 13 6.4 Figure 303.3 Beveled Change in Level Figure 303.2 Vertical Change In Level adjoining surface maximum slope -� ............... 20 =-= curb ramp slope Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps 36 min 915 at least as wide as curb ramp Figure 406.4 Landings at the Top of Curb Ramps 96 min 132 min 2440 3350 (a) (b) car van Figure 502.2 Vehicle Parking Spaces CU CL 0) ........................ ....................... CU a .:oo::::::: 0 •:: o:: ....................... ................ ..... •.:::::.:�::.:�.ri:: �....I..............; :.. �. 60 Min 1525 Figure 502.3 Parking Space Access Aisle area to be marked HANDICAP SYMBOL 12" X 18" X 1 /16" THICK PAINT ALUM. SIGN ( BLUE BACKGROUND & WHITE GRAPHICS), ATTACH WITH HANDICAPPED VANDAL RESISTANT FASTENERS HANDICAP SIGN PER PARKING TX. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES VAN AND SHALL STATE "UP ACCEss►euS TO $200 FINE VAN ACCESSIBLE SIGN GRAPHICS WITHOUT PERMIT. AT SIM. LOCATE AT CENTERLINE BETWEEN PARKING STRIPES 1 1/2 DIA. GALV. PIPE �I SET IN 12" DiA, X 30" in CONCRETE SHAFT. LOCATE AT CENTERLINE BETWEEN CONCRETE SHAFT. PROVIDE SEALANT AT CONCRETE PAVING. TOP OF SIDEWALK OR PAVING. CONCRETE FOOTING HANDICAPPED PARKING SIGN SCALE: N.T.S. HANDICAP SIGN SCALE: N.T.S. NO. REVISION BY DATE CKD. DATE TAS NOTES AND DETAILS TELEPHONE INVESTMENT INC. 1328 STATE HIGHWAY 146 SOUTH LA PORTE, TEXAS ~of= DOSHI ENGINEERING & SURVEYING COMPANY *��`�X��*'�, CONSULTING ENGINEERS & SURVEYORS r* � *if �.....:................ ...............:..... KATY, TEXAS. Y HA5MUKH H. DOSHI i at........................................:.�m OFFICE- (281) 395-9906 REGISTRATION NO. F-9873 A 42994 ::� W DRAWN BY: SD DATE: 11/11/13 _ 0:�s o +a°�a C,CE S�c�`�_ CHECKED BY. HD DATE: 11/11/13 PROD. NO.: t\ S/ONALEN" SCALE: N.T.S. j CAD NO.: 2013-017-ClO DWG. NO.: C-10 0