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HomeMy WebLinkAboutVALUE PLACE HOTELS SITE PLANto (D 0 D T� 0 J Q d y c z v rn M O ( D n .. =1 rn O a z to .. m 0 D l7 Q �F W 1. EXIST. FIRE HYDRANT SET 5/8' I.R.w/CAP 'L.A.THOMPSON, RPLS 3987' 4" WATER METER VAULT 15th Stree t (60' R/W) (UNIMPROVED) N 03003'57" W 400.53' (called North 400,00') 10 BUILDING LINE N — — — — — — — — — — — — — — — — C)l 2'R (TYP.) z I N n 0' BUILDING cvn F5.5 HANDICAP RAMP/8 (TYP.) C8 an �? O 18 o I 28' 1& o CA t0 in o ( 2'R (TYP.) �� .1- 10 EQ. SPCS. a 10' W I =OD 0 UI I 10'R (TYP.) 2'R (TYP. 7 N HANDICAP SIGN C8 (TYP.) \ PROP. BLDG. 109746 SO.FT. 230' a \ WHEEL STOP 3'R N •P ( WO CONCRETE N CD 1-1/2" CI LIVE OAKS 6' WOOD FENCE WITH 6" ROT BOARD (REFER TO ARCH. DWGS. FOR DETAILS) 1 _nG 28' • �e 20, 10, 0 20, SCALES 1'=20' SET 5/8' I.R.w/CAP 'L.A.THOMPSON, RPLS 5 19' 5' 18' 28' 1W • 5 EQ. SPCS. a 10' I - 10' 5' 10' 1, 8' 10' 7 EQ. SPCS. a 10' 6A & FND. 1/2' I.R. 2'R ITYP.) 10'R (TYP.) I rn x iy OD MEW MATCH EXISTING SIDEWALK X � E 0 cn X OD OD o m rn � C4 0 r- N p o 0 a 0 N STORM MH I RIM=16.99 SAN MH RIM=16.56 FL36"=4.51 SAN MH RIM=17.52 FL36'=4.47 30"RCP Eric Lowenthal, Trustee TO B&G Food Enterprises of Texas, L.L.C. S394798 512-50-2498 MARCH 31, 1997 S02'54'13"E 224.18' r N` 4 N fU n o LIVE 0 0 (Approximate Location) Exsting 8" Waterline 1� (TYP rrI O N U A rn CA —'(-- '0"RCP 410' 011 14 th Street a (60' R/W) (IMPROVED) LANDSCAPE REQU/RE W N7S DESCRIP7701V VALUE UNITS DEVELOPED AREA 67,082 SQUARE FEET BUILDING FOOTPRINT 11,700 SQUARE FEET DEVELOPED AREA MMOM FOOTPRINT SU87RACIM =382 SQUARE FEET MUL77PLY BY 6X 4323 SQUARE FEET DIVIDE BY 4 4' LANDSCAPE W1D7H 831 L.F. TREES REQUIRED 831 30' SPACING 28 TREES SHRUBS REQUIRED 28x3=84 831-84_747 249 SHRUBS TREES PROVIDED (1-1120 CALIPER 28 TREES SHRUBS PROVIDED 249 SHRUBS IREES: 1-1/2" CALIPER LIVE OAKS SHRUBS JC LEAF UGUSTRUM 25' • I ' • 25' 18' z in 2'R i-- - (TYP.) I O co — O (TYP) (TYP) I m (z) l`I• cs M( N cra.w p P ., W In r o Q m v I `'- In - n 'o -0 N I 6 X. N- �— a CD OCjG�t�(`C�'C i9 a O G J� o 0 10' BUILDING -� '? LINE CbD — PP 10' BUILDING _ LINE LANDSCAPE 5'R (TYP.) _ BUFFER ® ®c I L I FND. 1/2' I.R. — — — P.D.B. SET 5/8' I.R. w/CAP • 0 -L.A.THOMPSON, RPLS 3987' Y, 13,806,512.87 zalled South0 X, 3,227,976.23 EXIST. FIRE wv cn 115'R TP HYDRANT 0 DROPOSED SIDEWALK 15'R STORM MH ELOC TE EXIST. SIGN A RIM=15.77 ADJUST WATER VALVE v FL=12.42 ACCESS SLEEVE TO MATCH TOP OF SIDEWALK ELEVATION LA PORTE _ _I Pop 27,910 SITE mwmw,,... 1H VIC KEY Mt P 580 A,E D.T.S. BENCHMARK NATIONAL GEODET C SURVEY MONUMENT OR HARMS COUNTY F 00DPLAIN REFERENCE MARK NUMBER 000010 / C A PUBLISHED ELEVATION OF 13.86 FEET AMSL NAVD 1988/2001 ADJUSTIIIENT) "P" IN "OPEN" ON THE TOP FLANGE IF THE FIRE HYDRANT LOCATED 78 I = SOUTH OF THE NORTHEAST ELEVVATITION OFH 81 8FFEEET AAMM.SI (NAND N 1988/2001 ADJUST MT). L _GEND EXISTING PROPOSED Curb Edge of Pavement R.O.W. Storm Sewer/MH —*— —�— _ Curb inlet/Grate Inlet —■ ^�®— Sanitary Sewer/MH/Clean ut--L —Q--O Water Line/Fire Hydrant/ alve--�r—�r} ---02 - Gas — ••— Electric — ••— Phone Fence ---�e— —e— Slope Top of Pavement TP 4.00 Top of Sidewalk TW 4.00 Finished Grade + 4.0 FG 4.0 Top of Grate TG 4.00 now Line FL 4.00 Detall Number 2 Dotal[ Sheet Number C7 NOTES: I. FIELD VERIFY ALL )IMENSIONS PRIOR TO COMMENCING CONSTI 'UCTION. 2. ALL DIMENSIONS AA E' TO FACE OF CURB. 3 REFER TO BOUNDAF Y SURVEY PREPARED BY THOMPSON SURI EYING Co. DATED 5-15-06 FOR BOUNDARY DES R/PTION. PARKING 124 SPACES HANDICAP 5 SPACES TOTAL PROVIDE), 129 SPACES TOTAL ROOMS 119 TOTAL EMPLOYEI S 5 VALUE PL 4CE HOTELS LA. PC RTE, TX SITE 1,AYOUT/ LANDSCAPE PLAN _ Inlet TG15.36 1.7944 ACRES OF L/ ND OUT OF BLOCK 898, SAN MH — FL1a•n=12s6 FL36"PVC=5.64 TOWN OF LA PORTI HCMR VOL.58 PG 460 RIM=16.34 RIM=16.24 WHICH INCLUDES LI ITS I-16 & 26-32, AND FL36"PVC=4.52 SAN MH A 16' WIDE ALLEY LOSED PER ORDINANCE FLOOD STATEMENT CITY APPROVING AUTHORITY CERTIFICATE SITE PLAN ACCURACY CERTIFICATE NO. 2171, DATEI AUGUST 27, 1997 PROPERTY OWNER a DI VELOPER: THIS TRACT IS IN THE SHADED ZONE 'X' AND NOT WITHIN THE 100 THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS I, RANNEY McDONOUGH, AM REGISTERED UNDER THE LAWS OF THE VAL PLACE DEVEL )PMENTS TEXAS L.P. YEAR FLOOD PLAIN ACCORDING TO THE FEMA MAP# 48201CO945J. APPROVED THIS SITE PLAN AND. DEVELOPMENT OF VALUE PLACE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING PROPERTY ADDRESS: 15 16 W. FAIRMONT PARKWAY REVISED NOVEMBER 6, 1996. IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA AND HEREBY CERTIFY THAT ABOVE SITE PLAN IS TRUE AND ZONE: GENERAL COMMEI 'CIAL PORTE. CORRECT, SEE THE ATTACHED SURVEY PREPARED BY THOMPSON SURVEY DATED MAY 15, 2006 FOR ALL PROPERTY BOUNDARY INFORMATION AND CERTIFICATION THERE OF. MCDONOUGH ENGIA KERING CORPORATION BY: �' ' u>E `fin* 4 " l� 01. civil engineer, „'A 5M Schumacher-] ouston, Texas 77057•(713)975-9990 DIRECTORY,P NNING DEPARTMENT . ��Z�y�M,�tswo��(1 , *� � _ RAN Y MCDON GH BY; �„•IA0 �t� IL W YaD wamu DATE: SEPTEMBER 18 2006 SHEET NO. CITY ENGINEER SCALE: I" = 20' TEXAS REGISTRATION NO. 37666 DRAWING NO.: 6220-L kY.DWG Cl t� PROD. 06220 F.B. NO.: o 6 - 8aas C Z v rri ;a ;a 0 fZ D 59 0v 0 �c Z C U) W 0 mY Vl /B Crl N C77 O O 0 IPROP. BLDG. i 1 2.0% IMAX► MI II MAX► I ROP. SIDEWALK I SECTION ry9 A NTS TM 16 NCOt TPI6.65A TPIR - W TCI7.50 T6166..50 TCI7.8 TP17.00 TCI7.20 TaT.30 TPIZ3i rn TP16.70 TP16.80 n I TCI7.75 TWI&35 r TP17.25 • TP17.85 y9 3 TW16.80 N TP17.20 Tll*f90 TP17.40 '.`o' yg I 15th Street 6= 25, (60' R/W) MI (UNIMPROVED) 1 B SECTION I INTS SEE NOTE I o (TYPI ryry I TCI7.10 a TPI6.60 ' 6� F617.8 TCIZIO F617.8 TWI7.80 TWI7.80 • �INI7.80 FG16.6 TPI6.60 TWIT.90 TWI&50 I&50 TW17.90 TG16.50 l A F07 9 FG16.8 -TWI8.50 PROP. BLDG. TWI&50 p FFI8.50 TWI&00 TWI&00-\ TWI&501 16 TWI&O TWI&50 6k, TWI&0 -TWI7.60 TWI&401 I TWI8.40 , -- F617.1 TCI&15 TCI7.95 TCI8.15 t 1 TWI&30 r TPI7.65 17.45 TPI7.65 TW17.80 TW17.80 TWI&30 TWI&40 TWI&00 -TO TP17.30 TPI7.30 TP17.30 TP17.80 TW17.90 TPIT,90 TPI7'50TC17.80 T'I / TWI&30 TPIT•90 TPI7.30 TC 1y TC17.95 TC17.40 TP17.60 T' TW17.95 TPI7.45 �° TWI&10 LIMITS OF DETENTION AREA �6� TaT.7f 16.90 �9 TWI&10 TPI7.60 TPI7.45 TPI7.20 `6 6rye TP17.60 l 1 6 TP17.05 TPI6.75 TPI7�.00 TPI7.20 ,6k TPI7,55 1 1 ' TPI7.40 • • ® • • - �- ro bye TCI7.95 T616.50 TP17.45 TCI8.10 TCI7.00 TP16.30 51 cn njgi TP1T.60 N1 TP16 OD 50 / �- OD z � �° Tam TCI7.85 TC17.50 TCI&0� /� TP1610 � TP16.50 TPI6 50 n TPIT.50 TPIT.35 TP17.00 ZTP17.50 A6 G a9 C O C/0 y0 p�TCI&30 a TPI7.80 z SEE NOTMPI ,��• jj , , .y�xt v , Y i Y , � ,v ; ,t rrl D x o v (n0. o x 0) o� 3 o 0 N w o r N 0 S` 0 .o N 4- .p STORM MH I RIM=16.99 FL30"=11.59 SAN MH RIM=16.56 FL36"=4.51 SAN MH RIM=17.52 FL36"=4.47 30"RCP Eric Lowenthal, Trustee TO B&G Food Enterprises of Texas, L.L.C. S394798 512-50-2498 MARCH 31, 1997 S02054'13"E 224.18' SEE NOTE I (TYP) G�^ a �G1�0 06 a� y O 7 ryn NX (Approximate Location) Exsting 8" Waterline py 14 th Stree 9 6.. (60' R/W) ,y (IMPROVED) ,tk G,y 6Q G^y SAN MH RIM=16.34 ' FL36"PVC=4.52 TP16.10 9'5 . ba �y 20, 10, 0 20' SCALES 1'=20' J� y` / ' a� pk 16.95 TP16.80 CI7.35 TP16 70 TG7 P16.85 TPI6 85 _ SEE NOTE 1 ITYP) TCI6.60 y. e Wv y 7 �y RCP TPI6.10 ,y�ry �� °y�6 F , ,yy I6. �9 Nf N�j TBM 7N'� RESTRICTOR STORM MH 0yeoRIM=15.77 4' ;0 MATCH may. 9 FL=12.42 Inlet _ TG15.36 FL18"W=12.96 VIC11 ITY MAP KEY M LP i/ NATIONALBENC 1 1 MONUMENT ..IJI 1' COUNTYHARRIS DODPLAIN REFERENCEi G' 1 11 1 • E y 1 "OPEN" 1 THE TOP FLANGE I IF THE1'"HYDRANT LOCATED 9E 1 1 • THE NORTHEAST CORNER OF THE S MZCT TRACT WITH ELEVATION 1 .,1 a 11 1 1E1 LE1 'END OD � EXISTING PROPOSED ky to S Curb pO�rl Edge of Pavement R.O.W. N N� Storm Sewer/MH Z.vim Curb Inlet/Grate Inlet T Sanitary Sewer/MH/Cieanoul 0 Water Line/Fire Hydrant/Val! s-=,r-yr► Gas n _ _ -�j - Electric - •• - - ••� Phone Fence Slope �- Top of Pavement TP 4.00 Top of Sidewalk TW 4.00 Finished Grade + 4.0 FG 4.0 6 ° RESMIC70R CALCULATION Top of Grate TG 4.00 11° Flow Line FL 4.00 FL36"PVC=5.64 RIM=16.24 SAN MH Q=0.5 X L54Aa H=28' Detail Number -%21 Q-a=Fs Detail Sheet Number C7 _- D 77 rA D 2.25 X 2.8r14 D=a31' DETENTION �� REQUIRED RESTRIC70R=6' PROVIDED RESMICMR=6' PP e y TP 2 TORMWAMR DETENTION VOLUME DEIERM/N 1770N TABLE DESCRIP77ON VALUE UN17S 007ING Sl7E ACREAGE 1.79 ACRES EXISTING PERVIOUS AREA 1.79 ACRES EVS77NG IMPERVIOUS AREA 0 ACRES PROPOSED IMPERVIOUS AREA 1.54 ACRES PROPOSED INCREASE IN IMPERVIOUS AREA 1 1.54 1 ACRES REQUIRED VOLUME C4LCULA770N RATE I Q20 I ACRE-FEET REQUIRED DE7E7N770N S7VRAi 1 1 444 1 CUBIC -FEET STORMWAM? DETEMV77ON BASIN VOLUME R PALS DESCRIPTION _ VALUE UNI7S REQUIRED DETENTION STORAGE VOLUME 1 444 CUBIC -FEET DETDV LION STORAGE PROVIDED 1 567 CUBIC -FEET VALUE PIS XE HOTELS LA PO RTE, TX GRAM IG PLAN MCDONOUGH ENGL!V] TERING CORPORATION NOTE.' civil engineers 1. TRANSITION FROM TOP OF � 5M Schumacher-h uston, Texas 77057-(713)975-9990 CURB AS NECESSARY TO MATCH EXIS77NG GRADE DATE: SEPTEMBER 18,2006 SHEET NO. AT PROPERTY LINE. SCALE: I" = 20' nn�r „e,,,,,, DRAWING NO.: 6220-GF D.DWG C3 M n- to co O -n D `J �tJ O y c z v m� ;0;0 o� czir' a CN 0 z O D a 0 rt (n 00 0) W r/B N N o M ° O V F-z (n W FWV wzrrl � >_1a z -im V z r 0 CL Wzz JWX 4" WATER METER 4 VAULT k Cf 24" GRATE INLET (TYP.) �'0� TG16.50' INVI4.20'(12",NE) �y <� %P�� , as A \ \ J_ -4" \IRRIGATION S�EEVE 1 m D x U v 0 00 u] X. rn a'_ o rn g N m 0 _ a 0 m 0 N N VD1Z_•p Cm_M 0 O rn��x FH ODD Z O "1 O a � z 9 30"RCP STORM MH RIM=16.99 FL30"=11.59 SAN MH RIM=16.56 FL36"=4.51 SAN MH RIM=17.52 FL36"=4.47 15th Street (60' R/W) (UNIMPROVED) REFER TO MEP DRAWINGS FOR EXACT SIZE a LOCATION OF PHONE REFER TO MEP DRAWINGS 24" GRATE INLET (TYP.) a COMMUNICATION CONDUITS PRIOR FOR EXACT SIZE a LOCATION TGI6 50' 4" WATERLINE TO COMMENCING CONSTRUCTION OF ELEC. CONDUITS PRIOR TO INVI3.95'(12",NE) COMMENCING CONSTRUCTION 8" FIRELINE _ _ 2" GASLINE ------ --------------- - - - - - - -- PAD SWR.8a SEE MEP DRAWINGS DRAWING' - AN IP0` FOR CONTINUATION SEE MEP - _ _ FOR CONTINUATION �. _ - - _ -35 LF - 12" PVC STM. SWR. IS 0.30% PRIMARY SERVICE CONNECTION 0 REFER TO MEP DRAWINGS .' - - - - - - - - - - - - FL13,25_ P OP BLDG C.O. FOR EXACT SIZE 9 LOCATION \ 11 OF ELEC. CONDUITS PRIOR TO ,' , FFIB•50 `,,SEE MEP DRAWINGS COMMENCING CONSTRUCTION I FOR CONTINUATION I SAMPLING WELL 10 C9 24" 1 jGRATE I LET (TYP ) TG16.50' \ IRRIGATION INVI3.90'(12",NE,SW) \ \ 40 IRRIGATIO SLEEVE \� �� SLEEVE I35 LF ` 4" IRRIGATION 4" IRRI ATION MEP STM S(7r I2" PVC ��� SLEEVE- SLEEVE MONUMENT R' 0,3p" CONDUIT - 24" GRATE 24p GR c/o CIO ER TO MEP DRAWINGS EXACT SIZE a LOCATION ELEC. CONDUITS PRIOR TO MENCING CONSTRUCTION JUNCTION BOX )'(12w,SW,NE) \ 35 LF - 12" STM. SWR. 0 0.30% Eric Lowenthal, Trustee TO B&G Food Enterprises of Texas, L.L.C. S394798 512-50-2498 MARCH 31, 1997 60LF-15"PVC STM. SWR. 8 0.22% REFER TO MEP DRAWINGS FOR EXACT SIZE a LOCATION 1 OF ELEC. CONDUITS PRIOR TO COMMENCING CONSTRUCTION \ 24" GRATE \ INLET (TYP ) INVI3.85'(12" IRRIGATION SLEEVE REMOVE EXIST. " IRRIGATION CLEAN OUT SLEEVE X 00 00.. o N fr. � N J �•) M U) 60 LF - 12". PVC STM. SWR. 8\ 0.30% 24* GRATE INLE (TYP.) TG15. 0' INV13. 5'(12",S,W) a. Ill- = o \ DWGSE MMONUMENT\\ FOR ROUTING C. CONDUIT \\ N 11- -J �\ 02 24" GRATE I I I 4 I a I I I \� vri V nr_a 1 nlV 1 Vn -- �-� 24" GRATE INV13 30'(12",N) INVI310'(12",N,S) INLET (TYP.) INVI3.10'(18",W,E) TG15. 30'(12",S) 60 LF - 12" PVC 60 LF - 12" PVC n STM. SWR. a 0.30% STM. SWR. 0 0.30% 4" IRRIGATION SLEEVE (Approximate Location) S02'54'13"E 224.18' Exsting 8" Waterline - z0"RCP Vr F TB� 30 LF - 18" RCP 14 th Street STM. SWR. Is 0.25yp STORM MH (60' R/W) 0$ RIM=15.77 0 L= (IMPROVED) 12.05'(18",WI 8 SAN MH RIM=16.34 FL36'PVC=4.52 InIi t TG15.36 FL18"W=12.96 C.O. FLII.50 SAN. SWR. M RIM -MATCH EXIST. GRADE FLI2.25 (80,S) FLII.36 (8" W,_, 0 a FAIR i d d C IapIVAY SPENCER LA PORTE Pop 27,910 20, 10, 0 20, SITE € �� SCALEi 1'=20' 0 130LF-8"PVC SAN. SWR. a 0.44•� (SEE SHEET CIO FOR PLAN a PROFILE) M x N OD SI o cn �j z � `Y fT1' to to �� c� r r. rn tftl% SAN. SWR. MH g RIM -MATCH C9 EXIST. GRADE FLIO.92 (8" W) FLIO.92 IB" N,E) (SEE NOTE 11 m x N_ 0? N a PP FL36"PVC=5.64 RIM=16.24 SAN MH TION I TO VICTT 11TY MAP KEY M W 580 A,E Z '.T.S. s t•-; UAr ai ► ► ► ► 1P ai vi • Si is �(• ► : ► ► IJI► N � T � .0 ► • FEET ► ► ► ADJUSTMENT) Mc IN ► ON THE ►P FLANGE )F THE FIREHYDRANT LOCATED 78 FEET SOUTH OF THE NORTHEAST CORNER OFTHEI ► ► �- ► ► ►1 L10 WENT). LE 'END EXISTING PROPOSED Curb Edge of Pavement R.O.W. Storm Sewer/MH 0- Curb Inlet/Grate InletS-^� Sanitary Sewer/MH/Cleonou Water Line/Fire Hydrant/Val e --,s kO ---1}¢ Gas -•••- -•• Electric -••- Phone Fence--x->e- - X K- Slope ►- Top of Pavement TP 4.00 Top of Sidewalk TW 4.00 Finished Grade + 4.0 FG 4.0 Top of Grate TG 4.00 Flow Line FL 4.00 Detail Number 2 Detail Sheet Number Ci NOTES: I. APPROXIMATE L )CATION AND FLOWLINE FOR 8" SAN. SWR LINE IS BASED ON CITY OF LAPORTE RECORD PLAN AND PROFILES. CONTRA CTOR IS TO FIELD VERIFY DEPTH AND LOCAL ION OF ALL UTILITIES PRIOR TO COMMEh DING CONSTRUCTION. 2. NO IRRIGATION 'OR LANDSCAPE PER THIS PERMIT SET. IRRIa kTION CONTRACTOR MUST SUBMIT AN IRRIGA' 'ION LAYOUT INCLUDING TAP WITH METER FOR APPROVAL PRIOR TO COMMENCING CONS "RUCTION. VALUE PI ACE HOTELS LA. P(RTE, TX UTILI"] T PLAN McDONOUGH ENGB EERING CORPORATION „'civil engineer r A 5M Schumacher- rouston, Texas 77057• (713)975-9990 DATE: SEPTEMBER 18 2006 SHEET NO. SCALE: I" = 20' DRAWING NO.: 6220-u I".DWG C4 PROD. 06220 F.B. NO.: a C CATCHBASIN TRAFFIC DUTY CAST IRON GRATE Nn w 2 WI 1%,16amw WI JUNCTION BOX SKID -RESISTANT STEEL PEDESTRIAN DUTY STD. {TRAFFIC -DUTY OPTIONAL} CAST IN FRAME OPTIONAL EXTENSION 6" or 12" PRECAST CONCRETE BASIN SECTION OR 8" BRICK WALL THIN WALL KNOCKOUT ON ALL 4 SIDES, SEE KO DIMENSION FOR MAXIMUM PIPE O.D. 6" OR MODEL # DIMENSIONS CATCH BASIN JUNCTION BOXZ NB W2 H1 H2 T1 KO WEIGHT LBS CB12T JB12 15" 10" 21" 18" 2" 10" 12"A2"A" 180 CB18 JB18 24" 16" 34" 30" 4" 15" 18"x18"x11Ai"1,000 C820 JB20 26" 18" 34" 30" 4" 17" 20"x20"x11h9,335 CB24 JB24 32" 22" 41" 36" 5" 22" 24"x24"x2" 2,245 CB JB27 37" 25" 42" 36" 6" 24" 27"x27"x2" 2,875 C630 J630 42" 30" 42" 36" 6" 30" 32"x32"x2" 3,675 C836 JB36 48" 36" 54" 48" 6" 32" 38"x38"x2" 4,585 H2 I. CB12 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. 2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY. SPECIFICATIONS CONCRETE Class I concrete with of design strength of _ 4500 PSI at 28 days. Unit is of monolithic construction at floor and first stage of wail TI with sectional riser to required depth. — REINFORCEMENT: Grade 60 reinforced. Steel rebor conforming to ASTM A615 on required centers or equal. C.I. CASTINGS: Cast Iron frames and grates are manufactured of grey cast iron conforming to ASTM A48-76 Class 30. 24" GRATE INLET 1 NO SCALE { U) w iE I PARTIAL SECTION STABILIZED SAND LINK -TYPE SS COMPRESSION OR EOUAL)� 0.1. - PIPE v • .. p. D • v ,--•y p v •. p o •' 1 1 • .r'-I • O © f1D � ® I FUG. � GI G=------� I wAFYm !o 1 I J SUPPORT M0N�� 33 ''• xo �, � � I I d. � aII�5 �I�IyyI € x � � �x v. i� " z 'a I I N c •r �F I '* a tr � 'aS :: , „ UPI: UNK-TYPE COMPRESSION SEAL W/WALL OR EQUAL) !I� IPE v D• > v v R Y BLIND ® ® ® Y RIND I'� FM WADPm h- ! D IN v I D . • � I I — J I� �"PYEpe 3 � 4i ! V' • _ WITCH I 4 q • v ly <� F 4' LL�COVER D • •• 3 j 3p i IN SUPPORT MEMBERS i Ii D • Z�c i Tz I c1 � I 'sV v x I„I $ I x .x zr .� ' IJ• • D v 4" COMPOUND METER PLAN VIEW 4" TURBINE METER 4' COMPOUND METER ELEVATION VIEW ELEVATION VIEW _ B METER o� A - - VI PLAN NEW SEE NOTE 3 ON COVER RATE RAN) WATER (METER DETAIL NO SCALE ""ES: EE COY OF HOUSTON STANDARD SPECIFICATION. -WATER METERS. REFER INSTALLATION SHALL BE IN 1CCORWNCE WITH -DESIGN DIVISION SPECIFICATIONS FOR WATER HNN DDNSMCTION AND MATERIALS. �IMEN610NS INCLUDE GASKET THICKNESS REWIRED BETWEEN EACH FLANGE EE STRUCTURAL SHEETS. IWr SPO0. PIECE IF R IS LESS THAN S IN LENGTH. PROPERTY LINE I SAMPLE WELL CITY SEWER REDUCER 6" PVC CLEAN OUT CAP ! '11 GROLI D LP1%EL Tr ° 6" PVC PIPE S' MAX r 6" PVC TEE BUSHING ON - INLET SIDE - 4" CUSTOMER SERVICE LINE CUSTI HER BUILD NG NOTE: THE DETAIL AT A MINIMUM SHALL APPLY TO THE FOLLOWING TYPES OF COMMERCIAL FACILITIES: A 6" SAMPLE WELL WILL BE STANDARD. :OFFICES :COMMERCIAL RETAIL :CONVENIENCE STORES (WHERE FOOD PREPARATION WILL NOT TAKE PLACE). SANITARY SEWER DETAIL SHEET 604 W. FanmcntNtlogy Planing DeVUEnglnming Div. COMMERCIAL SAMPLE WELUCLEAN OVr �' P281-a�s02o u DATE: MAY 2004 DRAWN BY: 311 CNECKED BY: BS APPROVED BY: RAC Nor %SC'ALE DWG N0. Si i-042 A - CLEAN SAND PLACED BEFORE PIPE IS LAID L: A_ I s ?, '7,: 7 , •PA MEN=f _ -'L, '4 i B - CLEAN SAND PLACED AFTER PIPE IS LAID, THOROUGHLY RODDED AND GRADE / 7! 1'7 WATER TAMPED. /FINISH BAS C - EARTH FILL PLACED SAME DAY AS PIPE IS LAID AND WATER TAMPED 12" N CLEANOUT AS COMPACTED SELECT D -EARTH FILL PLACED NEXT DAY l OR LATER 1 AFTER PIPE IS LAID AND ED BELOW BACKFILL BACKFILL COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY .... VULCAN MODEL V-1412 MANHOLE : _ FRAME AND VENTED LID LETTERED LIMITS OF :_ _ IgtN:::.'::: EXCAVATION LIMITS OF "SANITARY". 2—#4 BARS CONSTRUCTION .. EXCAVATION CONT. (TYP.) JOINT ..... #4 BAR 12" CEMENT k, CEMENT . =.' tr, C.C. (TYP.) 1/2" RADIUS STABILIZED "'- Q�Qp• SAND =:O :.. i STABILIZEp; Q�Qp• SAND .:._ O _ CONCRETE CAP 12" 2'-0" 18" PAVEMENT 3" MIN. RADIUS 6" ::..::.:::.::.:.::. 6" :: .' NATURAL 1/2 :_ _:::: GROUND NON -PAVED AREA PAVED AREA ��� ��' �: • '. • + ' _ "'- NOTE: REFER TO MANUFACTURES RECOMMENDATIONS FOR BEDDING AND BACKFILL WHEN N 3 " USING H.D.P.E. PIPE. w w BR CKMORTAR, PIPE BEDDING AND BACKFILL DETAIL m z CONCRETE NO SCALE ISANITARY,STORM AND CULVERT) U) in �v ¢0 3 ~ -;i - •- .•l .•�t•Y�.•.lr z VOLUME N WSELvl6.50 SO. FT. =124 'E COVER ECTKN NO SCALE TC16.60 DETENTION WSEL 16.50 1�6Ib_\ VOLUME _ TPI6.00 `TPI6,15 � TP16.00 `Tl SO. FT. T =6 §g NO SA It W m NOTE: — TC16.50 ff (MIN) DROP TO BE USEDTP16.00 WHEN FLOWUNE OF ........... MATCH EXIST. GRADE INLET SEWER IS I IIMAX) ( GREATER THAN 3' ABOVE FLOWUNE '': ........ OF MANHOLE. PIPE "� ' �_- FOR DROP TO BE I SAME SIZE AS : '.•``= .... - LATERAL •' ': 12" CONCRETE POURED 4'-0' QD 3 MONOLITHIC WITH MANHOLE BASE. 0' �. N - > -.L. 4. TCI6.80 �(MIN) E TPI6.30 111MAAI ( MATCH EXIST. GRADE -_- SAINITARY (MANHOLE TP16.00 I I 9 NO SCALE �fi'Rsr SUBGRADE PAVEMENT' T-:F PIPE �® WATER LINE BE DDING & BACKFILL NO SCALE VALUE P] DACE HOTELS LA P� )RTE, TX UTILITY DETAILS McDONOUGH ENGI ITEERING CORPORATION W. McMNOUM civil enginee s „Y& W29 Schumacher Houston, Texas 77057-(718)976-9990 �t DATE: SEPTEMBER 11 2006 SHEET NO. 4.1 -04 SCALE: I" = 20' DRAWING NO.: 6220- IT-DET.DWG C9 PROD. 06220 F.B. NO.: a- O.H.E. West I Street (60' R/W) 35 LF 8" PVC44% Exist. 8" San. Swr. I (IMPROVED) o SAN. SWR. 0 0. PROP. SAN. MH PROP. SAN. MH FLI2.25 18",S) FLIO.92 t8",W FLII.36 18"W,E) 100 LF 8" PVC FLI0.92 (8",N,�I C.O. N. SWR. a 0.44% �-Exist. 8" San. Swr. SET 5/8" I.R.w/CAP Z— — -- "L.A.THOMPSON, RPLS 3987" + Baseline 8 ROW 1+0C1 '1+00 y, PP �\ 141 PROPOSED .. I 8" PVC A rl.^l 3 j (RIIVA ER• v�1 \ 0 0! 1-4 0. ^I � Z DG I 60' ROW I n ---oa LA PORTE Pop 27,910 — --- 20, 10• 0 20, SCALES 1•=2o SITEg PN NAY VICII1ITY MAP KEY M LP 580 A,E MZ B.T.S. _a BASELINE 3+00 "� 3+50 --- 1II -----II-----I III III ---- -----II ----- II-----II-----II----- 1I ---- ----I� _3 -- -- 2020 60' ROW --- c I I I ---- fi-----1-----1----- Ij-----j-----L----------j-----j-----y----y-----j----- ----� ---I ---- I----j-- 18 I I I I I 18 1 �130P SEQ__ 1 I -- --- ----� -------------� ---------1-----�---+---------�-- -- --- +------------- +- --- ---- I CLEA OUT I TOP OIF RIM TOIMATCH I I I I I I I I 1 I I SEE ETAIL 2 EXISTING GRADE I I TOP 0F RIM TO IMATCH I I I 1 I I 1 I SHEE 9 I --) _--- I __ EX-TI G GRADE __-- L--------L---�- --- ---- 1 ---- ----I ----lid ---- I-----I-----I----- -a- — — — — — — — — — Naturo oroune T I I I I I---- 1 cave I I 18 I aver. I 16----L--- - - - - I----- I-----I----t I I I — — — — I ----I--- f--- I ---- ------I-----+----�I------ ------------------+- ----- --- I----- ---- I I - 14 14----- I I ----a-----I-----�---- 1 ---- I----- -I---- I I I I I----1- I L----I I I 1 I I I I I I I I I I I 1 I -12 ----!- --- - 0 - I-- ----!----!-----! ----!-----i-----1----+---- i----�i ---- i -- 12--- --- -- I I FLI1.50 I----�----- I -- ----- II----- I-----I-----� --- -- ---- -- I-- r-- 35 LF 1- 8" PVC 1 100 LOIPVq r �I,I -- 10 .0.44 -1---------.-1y _10 SAN. SWO2I>• 1 SAN. SWR. 0 0------- ----y - - - - - - - - — --- --- I Q� w , 1 I I I p3 Ili I I I son. swri 1 �CD -> I I I I z *a= W as I---- I I-----� - I----- I---- - --------�--- gN o-----I----------+---� ��z>-I ----I 1 ---+----I {-----� 1 ----I 1 I p Tt~i►N�-i I I I I N °" 1 I I I j I j I I 8 8 --- -----I----- , g--=w a�w1LtL_. I I a �S-u_u-t�--I-----%----- -�-----I--- � H a► C3 _I - -----I-- I II I �X Jow I I I t I a- CF W U- U. I I ---- J-----L----I L----I---- t-----1-----I I -----r---- , -- I I g I ► , , ' I-----I----I ' I I ---- ---- -- I I I I I I I 6 I 4 I L ---- I 1 1 I I I I I I I I omM I 4 --- �---- I----J----- I----- I---- ---- ---- 1-----I 1-,-----,----- I I I----- , ---1-----,----- , ---- I r---- I-,----� _� q-- 1 -- 1 WLLLL� I I I I I 0+00 1f00 2+00 3+00 ,1 ICI •� ► • :1 1• ►' a ► CMI al. ► ► I ' :t C or r 1•i�-oL VALUE PI ACE HOTELS LA PO RTE, TX SANITA ZY SEWER PLAN � PROFILE 2 McDONOUGH ENGL WERING CORPORATION civil engineei s 5M Schumacher Houston, Teases 77057• (713)975-9990 DATE: SEPTEMBER R 2006 SHEET NO. SCALE: I" = 20' DRAWING NO.: 6220-1 '&P.DWG C10 PROD. 062201 F.B. NO.: