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HomeMy WebLinkAboutDAYS INN SITE PLANTECHMCAL GROUP, INC LEGAL DESCRIPTION BEING A 0.9183 ACRE TRACT OF LAND OUT OF THE ENOCH BRINSON SURVEY, ABSTRACT 5, AS DESCRIBED IN C.C.F.N. U591935 AND X514153 HARRIS COUNTY, TEXAS. TRAFFIC NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD - LATEST EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. NO LANES SHALL BE BLOCKED FROM 7 A.M. TO 9 A.M. AND 4 P.M. TO 6:30 P.M. MONDAY THROUGH FRIDAY. IRRIGATION NOTE 1. APPROVED IRRIGATION SYSTEM WILL BE INSTALLED. FLOOD PLAIN INFORMATION THIS TRACT DOES NOT LIE WITHIN A "100 YEAR FLOOD HAZARD AREA" AS DESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY PANEL NUMBER 4820C 0945L FOR HARRIS COUNTY, TEXAS, DATED JUNE 18, 2007 AS MENTIONED IN SURVEY PREPARED BY 'ACTION SURVEYING', DATED DECEMBER 21, 2016. PARKING CALCULATIONS PROPOSED LAND USE: COMMERCIAL USE PREVIOUS LAND USE: COMMERCIAL - VACANT PROPOSING HOTEL WITH 37 ROOMS NO. OF PARKING SPACES REQUIRED FOR THE PROP. DEVELOPMENT 4 MINIMUM PLUS 1.0 SPACE FOR EVERY ONE ROOM PROPOSED NUMBER OF PROPOSED PARKING SPACES REQUIRED ONSITE: 4+(1*37) = 41 SPACES TOTAL NUMBER OF PROPOSED PARKING SPACES PROPOSED ONSITE: 46 SPACES TOTAL (44 REGULAR & 2 ADA ACCESSIBLE) NUMBER OF PROPOSED PARKING SPACES OFF-STREET: N/A MINIMUM FINSHED FLOOR ELEVATION MINIMUM F.F.E IS 12" ABOVE NEAREST SANITARY SEWER RIM ELEVATION MIN. F.F.E = 1 (12") + 19.90 MIN. F.F.E = 1 + 19.90 = 20.90 MINIMUM F.F.E REQUIRED = 20.90 MINIMUM F.F.E PROPOSED = 21.00 DEVELOPMENT AREA TOTAL ACREAGE = 0.9183 ACRES PROPOSED DEVELOPMENT = 0.9183 ACRES TYPE OF DEVELOPMENT = COMMERCIAL (MOTEL ) LANDSCAPING NOTES CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. TREES ARE TO BE A MINIMUM OF THREE FEET (3') AWAY FROM ANY HARDSCAPE SUCH AS CURBS, WALKS, ETC. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. PROVIDE A TWO INCHES (2") MULCH AT PROPOSED TREE AND SHRUB PLANTING AREAS INSTALL JUTE MESH ON ALL SLOPES (3:1) OR GREATER, INSTALL PARALLEL TO CONTOURS AND PER MANUFACTURERS RECOMMENDATION. PROVIDE ROOT BARRIERS IN ADDITION TO THOSE INDICATED ON THE PLANS FOR ALL TREES WITHIN FIVE FEET (5') OF ANY HARDSCAPE. PLANT ALL TREES A MINIMUM OF TWO FEET (2') AWAY FROM ANY DRAIN LINES. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL DRAIN LINES PRIOR TO COMMENCING WORK. LANDSCAPING CALCULATIONS A. STREET TREES: LENGTH OF PROPERTY LINE IN LINEAL FEET AS MEASURED ALONG ALL SIDES OF THE PROPERTY FRONTING ON A PUBLIC STREET(S). 200_-LINEAL FEET/30 __? __ STREET TREES REQUIRED B. PARKING LOT TREES: NUMBER OF NEW PARKING STALLS TO BE CONSTRUCTED - 46_/10 = 5___ PARKING LOT TREES REQUIRED. C. TOTAL TREE REQUIREMENT: A+B = __12---TOTAL NUMBER OF STREET AND PARKING LOT TREES REQUIRED. D. SHRUBS: (Are required for new or the expanded portion of parking lots) TOTAL NUMBER OF SHRUBS REQUIRED, FROM A ABOVE __ ? _ X 10 SHRUBS. --- PLANT LIST QTY COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD 7 LIVE OAK QUERCUS VIRGINIANA 1g" CALIPER LARGE 50 (MIN.)30 GAL. 5 EASTERN RED CEDAR JUNIPERIUS VIRGINIANA 12' CALIPER (MIN.)30 GAL. LARGE 30 70 WAXLEAF LIGUSTRUM LIGUSTRUM JAPONICUM 5 GAL. SMALL 5 � -EXIST WATER MAIN ` CONTRACTOR TO FIELD VERIFY - - - - - EXIST SAN MH RIM=20.00 _ 12" RCP E FL=9, 4. 12" RCP S FL=9.41 / ONNECT TO EXIST ELECTRICAL LINE REF ELEC. SITE PLAN E-6.0 w H D) EXIST SAN MH w RIM=19.90 CO 12" RCP W FL=9.49 � z 12" RCP N FL=9.52 o O U U PROP ELECTRICAL LINE m REF ELEC. SITE PLAN E-6.0 FOR CONNECTION 0 0 PROP POWER POLE 00 REF ELEC. SITE PLAN E-6.0 FOR CONNECTION 1 O SITE INFORMATION TABLE DEVELOPMENT NAME : DAYS INN MOTEL DEVELOPMENT TYPE : COMMERCIAL HCAD# : 040-179-000-0008 040-179-000-0055 NAICS# : 721110 ZONING : BUSINESS INDUSTRIAL DISTRICT NAME OF OWNER : DENISH GANDHI NIANAF nF nF\/PI. nPPP • I ApnPTi= I-I(1CPITAI ITY I I r ACCESSIBLE PARKING DETAIL NORTH L STREET OHO (80•DD WIDE R D W, ASPHALT PAVEMENT) PROP. 30.00' WIDE ENTRANCE ONLY CONC.rr " " PROP 35LF24'RCP DRIVEWAY CULVERT .._.,-._..... _.... .......,.._ ............ .....-_.._.._..._....___... PROP. 30.00' WIDE 39 97' r43.02 : EXIT ONLY CONC. - --? rt -, 18.00 I, Lill.. }I r - DRIVEWAY }-� / o - - 1YP. - .- \ o r o a o E 111110101 -... 2QanttsETsnoJnE___------- a ----- - - - - - - --r PARKING PARKING SPACES 99'11WIDE = 27.017 -� �a A '7@ s - - - - - - i2lfl � c, 1 9.00' TYP. - - -� - � 25.00 _ CL IAIYY �- ------ a CD�': s10�7,g cci I q2 a o L E i1 5zr 1 25.00 ---L 0 0 F! ¢ . SWMNG POOL M SM Fr. f @, (n S 5 a -.8.00 r ---- ------ rn TYP N av ---- � 18.00' TYP__- 25.00 1 �i _ 1 3 3 § ? Q 6O O P)10L -- fiNrl, _ _ _ _ _ T 10111, Il 3,�g*.S-� ttr7�i S w p - --- 3a &fie" 18.00' o 0- e 18.00, �(�2xJz TYP. o 1 �'I-�- TIP (8) - PARKING SPACES o ° I a ME/�P, ,'y�� ti_ m @ 9'WIDE = 720' o x & xlVa}£i� .- I _ I 101 "r x d 19.00 TYP. r^J,p'zsej r,E y' I I I I I I I Tf�jf'r 16 :::.3 I .t �si�.,.. 3r PROP. 6' CORRIDOR ',.. CM V CJI - LVV.VV I RODNEY LANG C.C.F.N. X514153 O.P.R.H.C. 4" WIDE WHITE. ACCESSIBILITY SYMBOL -PAINT SYMBOL WHITE ON 60" SQUARE. BLUE FIELD WITH 4" WIDE WHITE BORDER. NTS maf%c! boys ton &(05 b i 19 i-a N. - V4)4I : , 9 i 23 Atc fs oAk at Enac).� ?rimd� j AWt(atl 5 r I -57.00' I I l I �R/+�E Srf <YY dj{i 5 x�a£r t t F e p,�sxe��?�< a� s➢a i�, o sy'�R b ri 4 r 31ss3 �a Pf r N N X o w w0CD 0) Z Q o 0 O o<e S Q . 4:.. i�. ME KEY MAP: 540-S ACCESSIBLE PARKING SIGN NOTE: PROVIDE THIS SIGN RESERVED FOR THE AT ALL HANDICAPPED DISABLED PARKING SPACES z VAN ACCESSIBLE m z m NOTE: REFER TO THE ARCHITECTURAL SITE PLAN FOR ADA ACCESSIBLE COMPLIANCE INFORMATION. ALL ACCESSIBLE ROUTES, SIGNS AND STRUCTURES SHALL BE ADA COMPLIANT. NTS REMOVE CONTAINER & SAUCER RIM 3" ABOVE LIGHTLY SCARIFY ROOTS & FINISHED GRADE, SLOPE SOIL BEFORE PLANTING. GRADUALLY TO FINISHED GRADE. SET PLANT 2" ABOVE FINISHED GRADEi�i/. (�' ptl �3" MULCH IN PLANTING BED Ip FINISHED GRADE LOOSEN SUBSOIL TOPSOIL MIX AT BOTTOM OF =lill II � �a• _ _ _ PLANT PITVMIN. LIGHTLY COMPACTED TOPSOIL SHRUB . LANTING DETAIL SITE PLAN ACC TE I, , am registered under the lays of the State of Texas to practixe the profession of Engineering and hereby certify that the above plat or stite plan is true and correct; and that all bearings, distances, angles, curve, radiuses and central angles are accurately shown on the plat. MADHAVI TALLURI Registration # _ CITY APPROVING AUTHORITY CERTIFICATE This is to certif that the City of La Porte, Texas has approved the site plan & development of Proposed Days Inn Motel @ 11922 North L Street, La Porte, TX in conformance with the Ordinance of the City of La Porte. By: Director, Planning Department 440 Cobia Dr, Suite 1503 Katy, TX 77494 info@texasctgroup.com Ph: 832-913-1888 www.texasctgroup.com T.B.P.E FIRM # 15775 Copyright 2013 @ CATALYST TECHNICAL GROUP, INC. (CTG) this drawing and the work depicted herein ore the sole property of CATALYST TECHNICAL GROUP, INC. No, portion of this drawing may be copied without the express written consent of CTG, INC. No. I DATE Ll REVISIONS PROJECT TITLE w w in A��cnx cn�.,AaH 00 � V) 004Z�.l dwi la rmq rEq SEAL DATE: 3/ 15/2017 GENERAL NOTES: CTG Project Number: 16-043 Issue Date: December 19, 2016 Drawn By: S.K Checked By: T.M Scale: 1"=20' File Path: = �W pat0q.= WIS.Mlawr0%IA-ePb\�+o\�m-2smlAo-la aN s SHEET TITLE: OVERALL SITE LAYOUT SHEET NUMBER: C400 CATALYST TECFMCAL GROUP, INC. EXIST SAN MH RIM=20.00 12" RCP E FL=9.46 12" RCP S FL=9.41 - /-=Z:�:= w Q� EXIST SAN MH c N RIM=19.90 L`' 00 _ 12" RCP W FL=9.49 Q w z 12" RCP N FL=9.52 � 0 OLit0 L m W CO Q N �0 w0v W 0 tz N n Ozd m(j cj LEGAL DESCRIPTION BEING A 0.9183 ACRE TRACT OF LAND OUT OF THE ENOCH BRINSON SURVEY, ABSTRACT 5, AS DESCRIBED IN C.C.F.N. U591935 AND X514153 HARRIS COUNTY, TEXAS. NOTES REFER TO PARKING CALCULATIONS 8c DETAILS ON C-1.3 nI a 10.00' NORTH L STREET O0-I (80.00' WIDE R.O.W, ASPHALT PAVEMENT) PROP. 3 .00 WIDE ENTRANCE ONLY CONC. --7C7 PROP 35LF 24" RCP CULVERT DRIVEWAY OP 35LF 24" RCP CuLvE r._"- _..... _ _,.. .._, ._.. __ .. L39.97' 43.0' O / O O \� O Ln 20' FRONT SETBACK LINE — — — — — — —_N 1 I (3) - PARKING SPACES @ 9'WIDE = 27.00' I o I 9.00, 00> 1 TYP. ---�- on O SWIMMING POOL 375 SQ. Fr. Cn W U O — — — — — — O U-) C)o O u z II rr- W pii Q L w u I � 0 cV 3 5 iN 18.00' 1 TYP. 0 — — — — — — 0 of of 0 3 0 o- O._ o O 0 25.00' -L _ 8.00 TYP. PROP. 30.00' WIDE EXIT ONLY CONC. DRIVEWAY 18.00 - TYP. — O O U W O U00 o � z II a' w �o ) N ; 25.00' �U- O0 zo U00 7.50 (8) -PARKING SPACES Ll C 0 J @ 9 WIDE = 72.00 TYP. PROP. 6' CORRIDOR 0 .......... _........ _____ 57.007 10.00' I o I o I I o 1 440 Cobia Dr, Suite 1503 Katy, TX 77494 info@texasdgroup.com Ph: 832-913-1888 www.texasdgroup.com T.B.P.E FIRM # 15775 Copyright 2013 ® CATALYST TECHNICAL GROUP, INC. (CTG) this drawing and the work depicted herein are the sole property of CATALYST TECHNICAL GROUP, INC. No portion of this drawing may be copied without the express written consent of CTG, INC. No. DATE Al REVISIONS PROJECT TITLE a w H � � AO�cf � X O�wx� O O W p00 O0ZP. N p °0 X p = o Lw � O O w0 0 0 H < 0) _::D = o C SEAL z =) 0 Ln 0 m ( Z Q MADHAVITALLURI �, 513329..:P DATE: 3/15/2017 GENERAL NOTES: CTG Project Number: 16-043 Issue Date: December 15, 2016 Drawn By: S.K Checked By: T.M Scale: 1:10 File Path: � J1: J\2M6 mm.dA16-ou ma i a - a v�kb\�Aoi-zFmiT��a �. ,r cne SHEET TITLE: SITE PARKING AND DIMENSION PLAN SHEET NUMBER: C-1.1 I Y Y LJ I— GVV.VV T I 1 1 CATALYST TECHNICAL GROUP, INC. EXIST SAN MH RIM=20.00 12" RCP E EL=9.46 _ 12" RCP S EL=9.41 ! W Q � EXIST SAN MH w N RIM=19.90 12" RCP W EL=9.49 �00 w z n� 12" RCP N EL=9.52 z "7 UL,_O U� Q U m 0 0 0 N 1— O Z SWIMMING POOL 375 SQ. FT. r 00 O py�3n cfjnviz3' /z/D� t'�s's`vsi"%z�tzf°"�,s n s r, t/� J JLLJ O 0 Q W O iI FZr Caize 2�f�3�£/f� PFd➢y £aQzxkY O( OSw3'3�6�s�'1Y�Y t3s4kti; f��ts�'��J LLB fES�kek w e a x f k P 33; NOTES REFER TO LANDSCAPING DETAILS & CALCULATIONS ON C-1 .0 PROP 35LF 24" RCP CULVERT 0.00' WIDE R.O.W, ASPHALT PAVEMENT) PROP 35LF 24" RCP CULVERT a z U 1J 440 Cobia Dr, Suite 1503 Katy, TX 77494 info@texasctgroup.com Ph: 832-913-1888 www.texasctgroup.com T.BRE FIRM # 15775 Copyright 2013 ® CATALYST TECHNICAL GROUP, INC. (CTG) this drawing and the work depicted herein are the sole property of CATALYST TECHNICAL GROUP, INC. No portion of this drawing may be copied without the express written consent of CTG, INC. No. DATE Al REVISIONS PROJECT TITLE a w E-� Lh AC)�Cntl-N w A a X 44 0 O O � 0 a Z � a a U) l..i Q Co X 0 0 QOI1— 1 --DMz oD 0 SEAL OW �l cl_ 1\y�' MADHAVITALLURI DATE: 2/20/2017 GENERAL NOTES: CTG Project Number: 16-043 Issue Date: December 15, 2016 Drawn By: S.K Checked By: T.nn Scale: 1:10 File Path: eWeWie a 6...WAIS-W inn i A - e ITm-mfE\e 12 ie- ,p pm SHEET TITLE: SITE LANDSCAPING PLAN 1 SHEET NUMBER: 1 C-1.2 CATALYST TECHMCAL GROUP, INC. NOTES by ��o NORTH L STREET �'� PROPOSED TYPE "C ' °o- (80.00' IAfihDE R.O.W, ASPHALT PAVEMENT) O ti °� STORM MANHOLE REFER TO GRADING DETAILS + �� �� TOP=MATCH GRADE & S� + + PROP 35LF 24" RCP 5 ° EL= 16.5 ON C-2.3 CALCULATIONS o° �h °,��� �° 2 + 1�Ay+ + + 7, CULVERT +`F�+ ,ti OP 3LF 24" RC1IJLVE T +6��+16 ti , + 24LF-24 RCP @ 0.18% W/4LF 6" RESTRICTOR �• �29.�� + /w 20.90c�� + �I '�) +21.25c �- -j '�� �+ �� PROP UNDERGROUND DETENTION r o L 1.15 20 Oc v ,s°, (REF. TO I �'I + 20.90 zo 1 0 S IN STORM CHAMBER 11 �' 1 6. 68 2 .,�'' --- �0 40 - o o + SHEET C-2.4 FOR DETAILS) 25LF-12 HOPE @ 0.32� I ; o PROPOSED TYPE "A" GRATE INLET # 4 TOP=20. 15 EL= 16.76 68LF-12" HDPE @ 0.32% PROPOSED TYPE "A" GRATE INLET # 11 TOP=20. 15 PROPOSED "A" GRATE INLET # 3 TOP=20. 15 EL= 16.98 PROPOSED TYPE "A" GRATE INLET # 10 TOP=20. 15 99LF-12" HDPE @ 0.32`, PROPOSED TYPE "A" GRATE INLET # 1 TOP=20. 15 EL = 1 7.5 3 74LF-12" HDPE @ 0.32`, PROPOSED TYPE "A" GRATE INLET # 2 TOP-20. 15 EL= 17.30 2 FRI _ - - - L= 16.56- - �, I PROPOSED TYPE "A" LINE - \ -- �-' -- - -�-- -------- ---- E���-6. --. o -I - GRATE INLET # 8 - ° TOP=20.15 EL= 16.80 - 40 o qv +1�ry� a �zol�o� 0 - 7LF-12" HDPE @ 0.32 +,zo. �� 2o.4c1 - - - 1- - P `' PROP WET WELL #12 W/ / NON CLOG SUBMERSIBLE STORY MO DUPLEX PUMPS - - -ME,TOP = 20.15 1I 1 1 1 410 SQ FT 21.00 12" FL= 16.58 ONICRETE _�- - - • + PARK E UIP CK TR�1 � ®WASIHOUT 1�� 0 + AREA CD 10 I = I 10 + 41 OOMS MANUFACTURED " 10a _ MODEL # WW48-NCD2-43 -- - - F . FI-E- . 0 0} +,�°° or SIMILAR @ 12' M A X wll/in20 40 - Q 0 � HEAD 2090c ® U' WITH AUTO FLOAT SWITCH(ES) - - IlaREFER C-2.4 FOR DETAIL ` W 1 \, I 1 W 1 I ' O I ; 11 5LF 12 HDPE @ 2 z '� 0.3 0 o ° - 1� �( 21.00 PROPOSED ADS 21.00 ,� T _ ° MANUFACTURED - i- - - ---------- ------------- `� �� 0./101 t-- OUTLET STRUCTURE # 13 AG • - _ TOP= MATCH GRADE E 20.41 2 o 1.00 © „ (24RCP 2 .--) F� CDPOOL EQUIPMENT IiLIPLIL TII111 I I I 1 PROPOSED TYPE "A + ( 20.50 )-' p - - _ - o GRATE INLET # 7 TOP=20. 15 I O #_70.90cgo-� NIL/L y-------------- ..4 O 0- PROPOSED TYPE "A" + +" GRATE INLET # 9 TOP=20. 15 I I a - -- Inc .00 - I EMS PROPOSED TYPE "A" 1.00 20.90c PROP. 6' CORRIDOR (20.90c)1.00 j GRATE INLET # 5 TOP=20.15 EL = 17.55 5LF-12" HDPE @ 0.32% 1 1 1 PROPOSED TYPE "A" GRATE INLET # 6 I I TOP=20.15 EL= 17.34 -�___ -- �6LF-12 HOPE @ 0.32% --- W S 1- BU'`O,ti 440 Cobia Dr, Suite 1503 Katy, TX 77494 m info@texasctgroup.com Ph:832-913-1888 www.texasctgroup.com T.B.P.E FIRM # 15775 GROUP, INC. CATALYST TECHNICAL Copyright 2013 @ CATALYST TECHNICAL GROUP, INC. (CTG) this drawing and the work depicted herein are the sole property of CATALYST TECHNICAL GROUP, INC. No portion of this drawing may be copied without the express written consent of CTG, INC. No. DATE 0 REVISIONS 1 06/02/2017 UNDERGROUND DET. FROM R-TANKS TO STORM CIIHMEERS PROJECT TITLE wrMI a [~ Ln W X A W 0 W x W �p��'N 0 U 0 0 P140 0 04 SEAL 'Avis WSII p............................. MADHAVI.TALLURI . �113329 ;+R� � O DATE: 6/5/2017 GENERAL NOTES: CTG Project Number: 16-043 Issue Date: December 15, 2016 Drawn By: S.K Checked By: T.M Scale: 1:10 File Path: \avWta d.y\mtc mmledd�ta-oa mn i 1- a wm\�\�1\a-samn\o-zt .m v.�s ael SHEET TITLE: SITE GRADING PLAN SHEET NUMBER: X 11A CATALYST TECHN[CAL GROUP, INC. 0" h + T ROP7", LF 24" R �j O\O (80.00' 1+1DE R.O.W, ASPAALT PAVEMENT) + ffVE T } k a� �� + © + \ 0.10�1 -� 1: 2 FI I LI _ ______ - -- -- - - - - - - - -------'I----- w I Q i 0.9929 � Il I N^ \ 00 o + / Q � W — — O \ -O o\ I; Q �' m 0.1405 \ 0.8602 \\ h0 O I 0 I = I � I � I O+ I' --- Z 3 I -- 0.0752 + STO AGE — — — II `` POOL EQUIPMENT RM /0. 0 6 5 '3 0.3906 W (_0 PROP 35LF 24" RCP + CULVERT \ � � 5 k O 1 - - - - 0.1701+ 1.0273 e � > ° 8 1 i .''Le2•v.Y.�••yYa.�•R 6CC _ii�C�:! C�:G •.:S•�'.2.~E•�v.. 'G:wGy ti:�r 9 CN + - L CD rq W CD W �J Q } #1I \\� w 0.1 '4 O Z O Q U o m U PROP. 6' CORRI I I /0. 0 3 0 6 0.1875 k 0.0347 I ■ 4? �5 0.0309 0 + r PR P. 440 Cobia Dr, Suite 1503 q,� 9 Katy, TX 77494 info@texasctgroup.com Ph:832-913-1888 l °yca� www.texasctgroup.com 6> �O a T.B.P.E FIRM # 15775 + CATALYST TECHNICAL GROUP, INC. n °� Copyright 2013 @ CATALYST TECHNICAL GROUP, e _ INC. (CTG) this drawing and the work depicted k , herein are the sole property of CATALYST TECHNICAL GROUP, INC. No portion of this PROP UNDERGROUND DETENTION drawing may be copied without the express written consent of CTG, INC. + USING STORM CHAMBERS (REF. TO 8 SHEET C-2.4 FOR DETAILS) No. DATE A REVISIONS 06/02/2017 UNDERGROUNDDFROM R-TANKS TO STORM CHAMBERS CHAMBERS .0544 \ 4 COD PROJECT TITLE I STORK MOTEL 22,410 SQFT 41 R FF� • LJ • °1 � �1 1 N OMS i4.0 +° + 1 I IIT 1 I I I I I I �I I c� I +I 0.1 157 �` 0.7086 I I, I - U� 0 \ \ O = o Lw O LLJ O CD N0 \0 -D o- z �:D 2 UnoO H- C \ ZD 0 0 < - LL L< �7 = 0.0505 I I I I I kk I I + I I I I I I 0.0309 0.1892 W roll L 1� L0 AO�cnt--% wAax O}.,wxE-� ONV�� 0 0 0 0 104 as 0,4 t—I SEAL DATE: 6/5/2017 GENERAL NOTES: CTG Project Number: 16-043 Issue Date: December 15, 2016 Drawn By: SX Checked By: T.nn Scale: 1:10 File Path: Pa dy\anie cm. cW\10- ma i i — a P�\ea\cW\W2a=\M sus SHEET TITLE: SITE DRAINAGE PLAN SHEET NUMBER: C-2.2A TECHNICAL GROUP, INC DETENTION CALCULATIONS PROPERTY SUMMARY AREA OF TRACT = 40,001.15 Sq-Ft = 0.9183 Acres DETENTION REQUIRED Required Detention Storage Rate = 1.00 Ac-Ft/Ac Required Detention Storage Volume = 40,001.15 Cu-Ft = 0.92 Ac-Ft DETENTION PROVIDED TotalDepth of water storage in Parking = 0.75 Ft Effective Depth of water storage in Parking = 0.25 +(0.5/3) Ft 0.5833 Ft Area 9 = 4292.02 Sq-Ft Volume 9 = 2,503.54 Cu-Ft Area 10 = 4351.65 Sq-Ft Volume 10 = 2,538.32 Cu-Ft Area 11 = 4478.83 Sq-Ft Volume 11 = 2,612.50 Cu-Ft Area 12 = 3050.52 Sq-Ft Volume 12 = 1,779.37 Cu-Ft Detention Volume Provided in Parking Lot = 9,433.72 Cu-Ft Detention Provided in Underground Chambers 31,355 Cu-Ft Total Detention Volume Stored = 40788.72 Cu-Ft 0.94 Ac-Ft DETENTION PROVIDED (0.94 Ac-Ft)> DETENTION REQUIRED (0.92 Ac-Ft) W.S.E=20.90 t SO \jj�\//\/� PROPOSED TYPEW STORM SEWER INLET OF CURB TOP OF PAVEMENT ROPOSED CONCRETE PAVEMENT (COsole. REPORT) \ COMPACTED SUB -BASE 95%OR HIGHER PROCTOR ELEV = 20.15 PROPOSED H.D.P.E STORM SEWER * WATER SURFACE ELEVATION 9" ABOVE THE TOP OF GRATE INLET STORAGE SECTION IN PARKING NOT TO SCALE CONTRACTOR NOTE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES AND/OR UNUSUAL CONDITIONS NOT SHOWN OR ANTICIPATED TO THE OWNERS REPRESENTATIVE PRIOR TO FINALIZING BIDS AND COMMENCEMENT OF ANY CONSTRUCTION. ALL WORK SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS. CONTRACTOR SHALL COMPL' CONTRACTOR WITH ALL APPLICABLE LOCAL, STATE AND NATIONI ORDINANCES AND REGULATIONS. THE CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE JOB SITE CONDITIONS. OMISSION OF SPECIFIC DETAILS, DATE OR DRAWINGS SHALL NOT RELIEVE CONTRACTOR OF ANY RESPONSIBILITIES FOR A COMPLETE WORKING PROJECT AND SYSTEMS. THE CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION REQUIREMENTS AND DETAILS BEFORE SUBMITTING HIS BID, AS NO ALLOWANCES WILL BE ALLOWED BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THE JOB SITE CONDITIONS AND PROJECT REQUIREMENTS. ANY AND ALL STRUCTURAL FILL MATERIAL ONSITE MUST BE COMPACTED IN 8" LIFTS, TO 95% STANDARD PROCTOR DENSITY TEST. ALL THE DOWNSPOUTS AND ALL THE FLOOR DRAINS FROM POOL AREA SHOULD BE CONNECTED TO NEAREST STORM SEWER LINE. STORM SEWE PE REF: PL ONC. FILLEL 4.0 LF. 6 ESTRICTOR REF: PLAN FLOOD PLAIN INFORMATION THIS TRACT DOES NOT LIE WITHIN A "100 YEAR FLOOD HAZARD AREA" AS DESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY PANEL NUMBER 4820C 0945M FOR HARRIS COUNTY, TEXAS, DATED JANUARY 06, 2017 AS MENTIONED IN SURVEY PREPARED BY 'ACTION SURVEYING', DATED MAY 03, 2017. ROOF DRAIN NOTE CONTRACTOR TO CONNECT ALL DOWNSPOUTS TO THE NEAREST UNDERGROUND STORM SEWER CONTRACTOR TO PROVIDE CONCRETE SPLASH BLOCK FOR EACH ROOF DRAIN NOT CONNECTED DIRECTLY TO STORM SEWER PIPING GRADING NOTE ALL EXISTING ELEVATIONS ARE OBTAINED FROM TOPOGRAPHIC SURVEY PREPARED BY ACTION SURVEYING; DATED DECEMBER 21, 2016. BENCHMARK INFORMATION RM 020190: FLOODPLAIN REFERENCE NUMBER 020190 IS A HCFCD ALUMINIUM DISK ON THE SOUTH SIDE OF NORTH L STREET BRIDGE OVER BIG ISLAND SLOUGH, 1.2 MILES EAST OF THE INTERSECTION OF SAID NORTH L STREET AND EAST BLVD. ELEVATION = 24.19 RESTRICTOR CALCULATIONS Q = CA *(�2gh) D = Q"'/(2.25*hl/) ACREAGE OF PROPERTY = 0.9183 AC Q (OUTFALL DISCHARGE) = 0.5 CFS/AC (Max.) = 0.5*0.9183 = 0.4592 CFS C (COEFFICIENT OF DISCHARGE) = 0.80 FOR SHORT SEGMENT PIPE = 0.80 A (ORIFICE AREA) = 0.9183 Sq-Ft g (GRAVITATIONAL FACTOR) = 32.2 h (HEAD, WATER SURFACE DIFFERENTIAL) = 3.61 Ft D (ORIFICE DIAMETER) _ (OA592)1/-/(2.25*3.611/4) Ft = 02185 IFt = 2.62 LN USE MIN 611 RESTRICTOR ACTUAL OUTFALL RATE CALCULATIONS ALLOWABLE OUTFALL RATE = 0.0027*17RONTAGE FRONTAGE OF PROPERTY = 200.00 FT ALLOWABLE OUTFALL RATE = 0.0027*200 AC = 0.54 CFS PROPOSED OUTFALL RATE = CA *(42gh) USING 6" MQST RESTRICTOR C (COEFFICIENT OF DISCHARGE) = 0.80 A (ORIFICE AREA) = 0.1956 AC g (GRAVITATIONAL FACTOR) = 32.2 h (HEAD, WATER SURFACE DIFFERENTIAL) = 3.61 Ft Q (OUTFALL DISCHARGE) = CA *(�2gh) _ (0.8)*(0.1956)*(V(2*32.2*3.61)) PROPOSED OUTFALL RATE = 2.39 CFS LEGEND ti�55° EXISTING ELEVATION TC=276.9(1 PROPOSED ELEVATION SWALE LINES HIGH POINT ROPOSED TYPE A INLET TYPE & FLOW ELEVATION ATE INLET / 4 �276.15 �272.26 440 Cobia Dr, Suite 1503 Katy, TX 77494 info@texasctgroup.com Ph: 832-913-1888 www.texasdgroup.com T.B.P.E FIRM # 15775 ALYST TECHNICAL GROUP, Copyright 2013 ® CATALYST TECHNICAL GROUP, INC. (CTG) this drawing and the work depicted herein are the sole property of CATALYST TECHNICAL GROUP, INC. No portion of this drawing may be copied without the express written consent of CTG, INC. No. I DATE o1 REVISIONS 06 /02/2017 1 UNDERGROUND OET. FROM R-TANKS PROPOSED GRATE INLET 24"X24" UNLESS SPECIFIED PROJECT TITLE AREA # AREA (AC) CUMULATIVE AREA (AC) 2-YR CUMULATIVE FLOW. CFS DRAINAGE PIPE (24" OR MORE) DRAINAGE PIPE (18" OR LESS) PROPOSED DRAINAGE AREA LINE PROJECT: 11922 N L STREET b d e C DATE: 0 1/24/2017 184.14 1 17.8 1 0.7881 1 0.85 CITY OF LA PORTE- 5 YEAR RAINFALL CALCULATIONS STATIONS LENGTH DRAINAGEAREA RUNOFF COEFFICIENT' CII 'IAREA'I X "C" TIMEOF CONCENTRATION RAINFALL INTENSITY ,IP, RUNOFF DISCHARGE 'IQ" PIPE DIAMETER IIFTII PIPE AREA Q FULL VELOCITY SECT TIME INLET ELEVATIONS INVERT ELEVATIONS CROWN DROP SLOPE FRICTION HEAD LOSS HGL 'IN" FROM TO INC TOT INC TOT INLET (MIN) SYSTEM (MIN) (W/HR) (CFS) FT Sq-R (CFS) DESIGN (F/S) ACTUAL (F/S) (MIN) U/S D/S (MIN) (FT/FT) SF HF VALUE INLET 1 INLET 2 74 0.0306 0.0306 0.85 0.0260 0.0260 10 10.00 6.12 0.1593 1 0.785 2.38 3.03413 1.7598 1 0.70 20.15 17.53 17.30 0.24 0.0032 0.00001 0.001056 19.30 0.011 INLET 2 INLET 3 99 0.0347 0.0653 0.85 0.0295 0.0555 10 10.70 6.00 0.3334 1 0.785 2.38 3.03413 2.1846 0.76 20.15 17.30 16.98 0.32 0.0032 0.00006 0.006184 18.77 o.oii INLET 3 INLET 4 68 0.0752 0.1405 0.85 0.0639 0.1194 10 10.00 6.12 0.7312 1 0.785 2.38 3.03413 2.7004 0.42 20.15 16.98 16.76 0.22 0.0032 0.00030 0.020433 18.78 0.011 INLET U.DET 25 0.0230 0.1635 0.85 0.0195 0.1390 10 10.42 6.05 0.8408 1 0.785 2.38 3.03413 2,7611 0.15 20.15 16.76 16.68 0.08 0.0032 0.00040 0.009933 18.54 0.011 INLET 5 INLET 6 66 0.0309 0.0309 0.85 0.0263 0.0263 10 10.00 6.12 0.1609 1 0.785 2.38 3.03413 1.7598 0.63 20.15 17.55 17.34 0.21 0.0032 0.00001 0.000960 18.62 0.011 INLET 6 INLET 7 85 0.0343 0.0652 0.85 0.0291 0.0554 10 10.63 6.02 1 0.3333 1 1 0.785 1 2.38 3.03413 2.1846 0.65 20.15 17.34 17.07 0.27 0.0032 0.00006 0.005306 18.61 0.011 INLET 7 INLET 8 85 0.0506 0.1157 1 0.85 0.0430 0.0984 10 1 10.00 6.12 1 0.6023 1 1 1 0.785 1 2.38 3.03413 2.5487 0.5 1 20.15 17.07 16.80 0.27 0.0032 0.00020 0.017329 18.61 o.oll INLET 8 U. DET 67 0,0544 0.1701 0.85 0.0462 0.1446 10 10.56 6.03 0.8717 1 0.785 2.38 3.03413 2.8217 0.40 20.15 16.80 16.58 0.21 0.0032 0.00043 0.028611 8.5 19 0.011 U. DET OUTFALL 24 0.5849 0.9185 0.85 0.4971 0.7807 10 10.95 5.96 4.6549 2 3.14 9.59 3.05655 3.0566 0.13 20.15 16.56 16.52 0.04 0.0018 0.00042 0.010148 18.53 0.013 11MIL VYM ICn GLGVMIIVIV- IV.VG1 PROJECT: 11922 N L STREET b d e C DATE:OV24/2017 1115.9 1 21.2 1 0.7808 1 0.85 CITY OF LA PORTE- 25 YEAR RAINFALL CALCULATIONS STATIONS LENGTH DRAINAGEAREA RUNOFF COEFFICIG'NT I C" "AREA" X "C" TIMEOF CONCENTRATION RAINFALL INTENSITY IT, RUNOFF DISCHARGE IIQII PIPE DIAMETER IIFTIt PIPE AREA Q FULL VELOCITY SECT TIME INLET ELEVATIONS INVERT ELEVATIONS CROWN DROP SLOPE FRICTION HEAD LOSS HGL II II N FROM TO INC TOT INC TOT INLET (MIN) SYSTEM (MIN) (W/HR) (CFS) FT Sq-R (CFS) DESIGN (F/S) ACTUAL (F/S) (MIN) U/S DIS (MIN) (FT/FT) SF HF VALUE INLET i INLET 2 74 0.0306 0.0306 0.85 0.0260 0.0260 10 10.00 7.90 0.2055 1 0.785 2.38 3.03413 1.9418 0.64 20.15 17.53 17.30 0.24 0.0032 0.00002 0.001756 19.30 omi INLET 2 INLET 3 99 0.0347 0.0653 0.85 0.0295 0.0555 10 10.64 7.77 0.4316 1 0.785 2.38 3.03413 2.3363 0.71 20.15 17.30 16.98 0.32 0.0032 0.00010 0.010366 18.77 o.oll INLET 3 INLET 4 68 0.0752 0.1405 0.85 0.0639 0.1194 10 10.00 7.90 0.9430 1 0.785 2.38 3.03413 2.8824 0.39 20.15 16.98 16.76 0.22 0.0032 0.00050 0.033987 18.80 0.011 INLET 4 RTANK 25 0.0230 0.1635 0.85 0.0195 0.1390 10 10.39 7.82 1.0866 1 0.785 2.38 3.03413 3.0038 0.14 20.15 16.76 16.68 0.08 0.0032 0.00066 0.016590 18.55 0.011 INLET 5 INLET 6 66 0.0309 0.0309 0.85 0.0263 0.0263 10 10.00 7.90 0.2075 1 0.785 2.38 3.03413 1.9418 0.57 20.15 17.55 17.34 0.21 0.0032 0.00002 0,001596 18.65 0.011 INLET 6 INLET 7 85 0.0343 0.0652 0.85 0.0291 0.0554 10 10.57 7.79 1 0.4313 1 0.785 1 2.38 3.03413 2.3363 0.61 1 20.15 1 17.34 17.07 0.27 0.0032 1 0.00010 0.008888 18.65 0.011 INLET 7 INLET 3 1 85 0.0506 1 0.1157 1 0.85 0.04300.0984 10 10.00 7.90 0.7768 1 0.785 2.38 3.03413 2.7611 0.51 20.15 17.07 16.80 0.27 0.0032 0.00034 0.028824 18.64 0.011 INLET S RTANK 67 0.0544 0.1701 0.85 0.04620.1446 10 10.51 7.80 1.1274 1 0.785 2.38 3.03413 3.0038 0.37 20.15 16.80 16.58 0.21 0.0032 0.00071 0.047864 18.61 0.011 RTANK OUTFALL 24 0.5849 0.9185 0.85 0.49711 0.7807 10 10.88 7.73 1 6.0318 1 2 3.14 1 9.59 13.05655 3.1482 0.13 1 20.15 1 16.56 16.52 0.04 0.0018 0.00071 10.017040 18.54 0,013 ' IMIL VVM ICn CLCVMIIVIV- IV.VG' PROJECT: 11922 N L STREET b d e C DATE:OV24/2017 1125.4 1 21.8 1 0.75 1 0.85 CITY OF LA PORTE-100 YEAR RAINFALL CALCULATIONS STATIONS LEN*GTH DRAINAGEARFA COEF IRUNOFFCIENT II C "AREA" X "C" TRUE OF CONCENTRATION RAINFALL INTENSITY „P' RUNOFF DISCHARGE "Q" PIPE DIAMETER "FI" PIPE PIPE AREA FULL VELOCITY SECT TIME INLET ELEVATIONS INVERT ELEVATIONS CROWN DROP SLOPE FRICTION HEAD LOSS HGL \ II FROM TO INC TOT INC TOT INLET (MIN) SYSTEM (MIN) (IN/HR) (CFS) FT Sq-R (CFS) DESIGN (FIS) ACTUAL (F/S) (MIN) UIS DIS (MIN) (FTIFO SF HF VALUE INLET 1 INLET 2 74 0.0306 0.0306 0.85 0.0260 0.0260 10 10.00 9.36 0.2437 1 0.785 2.38 3.03413 1.9722 0.63 20.15 17.53 17.30 0.24 0.0032 0.00003 0.002470 19.30 0.011 INLET 2 INLET 3 99 0.0347 0.0653 0.85 0.0295 0.0555 10 10.63 9.23 0.6124 1 0.785 2.38 3.03413 2.5487 0.65 20.15 17.30 16.98 0.32 0.0032 0.00015 0.014611 18.78 o.oll INLET 3 INLET 4 68 0.0752 0.1405 0.85 0.0639 0.1194 10 10.00 9.36 1.1183 1 0.785 2,38 3.03413 3.0038 0.38 20.15 16.98 16.76 0.22 0.0032 0.00070 0.047794 18.81 0.011 INLET RTANK 25 0.0230 0.1635 0.85 0.0195 0.1390 10 10.38 9.28 1.2898 1 0.785 2.38 3.03413 3.0948 0.13 20.15 16.76 16.68 0.08 0.0032 0.00093 0.023372 18.57 omi INLET 5 INLET 6 66 0.0309 0.0309 0.85 0.0263 0.0263 10 10.00 9.36 0.2460 1 0.785 2.38 3.03413 1.9722 0.56 20.15 17.55 17.34 0.21 0.0032 0.00003 0.002246 18.61 0.011 INLET 6 INLET 7 85 0.0343 0.0652 0.85 0.0291 0.0554 10 10.56 9.24 0.5120 1 0.785 2.38 3.03413 2.4576 0.58 20.15 17.34 17.07 0.27 0.0032 0.00016 0.012524 18.68 0.011 INLET 7 INLET 8 85 0.0506 0.1157 0.85 0.0430 0.0984 10 10.00 9.36 0.9211 1 0.785 2.38 3.03413 2.8521 0.50 20.15 17.07 16.80 0.27 0.0032 0.00048 0.040534 18.67 0.011 INLET 8 RTANK 67 0.0544 0.1701 0.85 0.0462 0.1446 10 10.50 9.26 1.3385 1 0.785 2.38 3.034131 3.1252 0.36 20.15 16.80 16.58 0.21 1 0.0032 1 0.00101 0.067458 18.63 0.011 RTANK OUTFALL 24 0.5849 1 0.9185 1 0.85 0.4971 0.7807 101 10.85 9.18 7.1669 2 1 3.14 9.59 3.056551 3.2705 1 0.12 1 20.15 16.56 16.52 0.04 1 0.0018 1 0.00100 0.024056 18.54 0.013 W W� Lh Mun O O O � I� � Un 0*4 SEAL DATE: 8/ 10/2017 GENERAL NOTES: CTG Project Number: 16-043 Issue Date: December 15, 2016 Drawn By: S.K Checked By: T.M Scale: N.T.S File Path: mm,rltlV6-OAi mM Id -1. 4eii^k9\d 1\0I-2+-W\o-23 1 SHEET TITLE: DRAINAGE CALCULATIONS 1 SHEET NUMBER: 1 &2.3A RESTRICTOR PIPE DETAIL I MIL VVM ILI\LLL VM IIVIV- IV. CATALYST TECHNICAL GROUP, INC: PROJECT INFORMATION END NUIERan GRNG WGNERT PRODUCT 1B1-2TB81]B EGMM"CKERYORDSPIPECOM NUUMER NELSON STONE ADSG4IESREP: 2814204015 NFLSaN.STONE®ADSPIPECDM PRaIfiGTNP. 1]8458 LLi.L1.LPa m@ ADVANCED DRAINAGE SYSTEMS, INC. MOTEL @ 11922 NORTH L ST. LA PORTE, TX STORMWATER CHAMBER SPI_CIFICATIONS 1. CHNMBFAS SHOLLSE SiOpARELH BGT40 SW100RAPPROVEO EOUAl 2 CHAMBERS SHALLBE MANIIFALNREO FROM VIRGIN POLYPROPYLENEORPOLYETHYIENERESINS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS. UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMRACCESS FOR INSPECTION. 4. THESTRUCNRA OESION OFTIE LNAIBEPs,THE STRULNPAL 84CKFILL. PNO THE INSTPILATION REWIREMENT65HHLL ENSURE THAT THE LOAD FACTORS SPECIFIED INTHE AASRT0 UFM BRIDGE DESIGN SPEOFICCDONS, SECTION IZIZ ARE MET FOR: 1) LONGM F'OPIMnONDEPDWA M02)SNO URATIONWELOMS.BASMMVEMMOMIGNMULKWRNLONSUE nM PACTANOMULTPLEVEHICLEPREEMMS. G CHAMBERS SMALL MEETTSIM FOM2(POLYERYLLUE)ORASTM F341&16(POLYPROPYLENE),'STANDARD SPECIFlGTKM FOR THERMOPLl50C MRRUWTFR WALLSmRM1TYATER COLLECTION CHAMBERS. B CHAMBERS SHALL BE DESIGNED AND ALLOWABLE WADS DETERMINED IN ACCORDANCE WITH ASR.I M07.'STADARD RULTCE FOR STRUCTURAL DESIGN OF THERMOPWTL CORRUGATED WALL STOWAYATER COLLECTION CHAMBERS'. T. ONLYCNPAWETBTHAT MEAPPROVED BYTIIE 9nE DESIGN ENGWEFA'MLLBEALLOWEO.THE CHAMBER MANUFACNRERSINLL SUBMTTHE FOLLMMNG UPON REQUES7TOTHE SHE DESIGN ENGINEER FOR APPROVALSEFORE DELIVERING C WIMBENS TO THE PROADUSITE a. ASTHUCNFULEVAWAnONSFPIEDBYAMGISTF MMOFE48ION MGINEFATMTDEMONSNATESTMTTHESAFETY FACTORSPREGREATERm1ANORMU T01.MFORUMLOADMO1.75FOR_NELOAD.THEMINIMUMREOUIREOBYASIM F2)Bi MO0YM5M0 FCRTHERMORAS IC PIPE E. ASTRUCURAL. EVAWATIONSEAED BY REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORSSPECIFIED IN THEAASHTOLRM BRIDGE DESIGN SPECIFICATIONS, SECTION 1ZIZ ARE MET. THEW YEAR CREEP MODULUS ATA SPECIFIEOINASTM"4180RASTMF29T2MUSTBEUSEDABPARTOFTHEALASNm BIFWCNRAEVAWANON TO VERFY LON6TEflM PERFORMANCE c STRUCTURAL GROSS SECTION DETAIL ON WHICH THE SNULTUPN. EVALUATION IS BASED. 8. CHMBENSMnE DO SN BEMMUCEOATM1S09Ca10ERTFIMD UFACTURINGFA lI . IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM i. STORMIEa65G>40CHAIBE ALLNOTBEINSTALLEO UNTILTHE MANFAC1UpERB RF➢RESFMATNE HAB CIXAPLETEOA PREL'ONSMUCnIHUCTIONMEETING WFMTHE ININSTALLEnS. 3. STORMIECHSWI0ASG740CHAMBERSBHAU.BEwsTALLEOINMCOMMCEW(I ESTORMTECHBWlMS 74M5 MOCONSTRULTON GUIDE'. 3. CHAMBERS ARE NOT TO BEBACIffILLEO WITH A DOTER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. SNRMIECH RECOMMEN03 3 BACIffILL METHODS: • MCMF OOTQMSO BUILTMINGHNABEABEp. • BACKFlLLFR RONSBIDETHTXCAVAIIXCAVATOLON EFOBOOM 09ORECAVAOR SUBGRME • BALNFILL FROM OIIIBIOETHE EXCAVATION U9INGA LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELER AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOI BETWEENL11AM0ERBBHPLLBEPROPERLYSFATEDPMRMO ING=NE S. MAINTAIN MINIMUM-r(ISO moo SPACING BETWEEN THE CHAMBER ROW& 7. EMBMMEMSTMESURROUF IWCHAIBER WM BEACIEAFI,CRUSHED./WGU WOMEBIFZ'(25Wmm). B. THE CONTRACTOR MUST REPORTANY 015CREPANCIESWITH CHAMBER FOUNDATION MATERIALS REMIND CAPACITESTOTHE SITE DESIGN ENGINEER 9. MSMCDMMENOSTHEWEa'FLEXSNRMGTCHTINSERTSDURINGCONSiR ONMRALLINL STOPROTECTTHESMSUUACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRICTION SRE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STOPMTECHBWIO65F740CH 0"55HALLBEINSTALLEDINACCORDMCEWRHME'BNfl CHSWl=S 74 7000NSRUC ON GUIDE'. 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SW1D 86F74O CHAMBERS IS UMIIFD: • NOEDUIPMElTISPLIDWEDONBPRECHAMBERS. • NORUBBMRR LOAOERS.DM. MUCHS.MUMVATORSMENLONEDIFMILMR RRMD SANERE MINACMROWLE WIHMESfIXiMTECH SCS105GT4O4DGTW CONSTRUCTION GUDO. • WEIGHTLwITS FORCONSTRULTONEDUIPMENTCM BEEDUtID INME'S1pNM7ECN5W10ISF74bRG7W CONSTRUCTION GUIDE•. 3. MM3O(B])OFUMIL®COVERMTENIAISOVERRMECHAMBER515FIEQUIRMFMDUMPMUOXTRAV MDUMPING. USEOFAOOZ MPUSHEMOMMEHTSWNEBETWEQ EROWSOFCAMBERSMYCAUSEOAMAGETOTHECHAMBERSMOWNMAN ACCEPTABLE BACKFBJ.METHOD. ANY CNAMBENS DAMAGED BY THE HUMP AND RUSH' METHOD ARE NOT COVERED UM MTHE STORMFECH STANOARO WMRAN7Y. CONTACT STORMTECH AT IHIOSBW4N%4 WITH MY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION /DENSITY MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT STARTS FROMTHE C EISHED PREPMEPER 9REDESIGN FNGWEERSPLWS. O OF FLEMETOPOF OF FIE%IBIE PAVEMEMOR UNPAVED FINISHED AENTO UNPAVED ENYSONROCKMTCIAECKANS FOR$ORPER FOR PAVEMENT ENGINEERSUBGRAD WA PAVER INSiAL1ATI0FL5 MYHAVEBIIUNGEM GAOEABOVE NDTETATPpVEAENr WBBlu^E REQUIRV1S SVBGPAOE REWIpEMENTS. MATERAPNm PREPPRATON RCN]UIRENENTS. MYBEPMrOFTxE 9Y uvER AASHTOM145� BEGINfAMPACRONSAFiFR 1T 13W mm)OF FILLM GRMUURWINESOREOCESEDAGREG MIXTURES, QS% k1'A3<'Ad LITERAL OV Efl THE CAMBERS IB REACHED. LAYERS IN 6'HWmm)MA% WMPACTAMIN. TMATEOFTHEMKDIE STARTS FROM TXE TOIT(Min EMBEONEM SIM FINES OR PROCESSED gGGflEGATE % IIFTBTOA MIN. BS%PROCNRCEHBRY FOR C 16'OE THAT OR WELLGRAOEO MTER9LLM0&SA RElATNE PAVEMENT TOPOFTHE CHMBER.NmETHAT PAVEMEHT TOP OF THE MO3t PAVEMENT SUBBASE MTETIIFLS CM BE USED INUU �� , OEASITYFORPROCESSMAGGRECATE SUOBASEMAYSEAPARTOFTHEVIAVER OFTHISLAYM. 3,367,4,4B7,5,EB5T6,67,W,T,TBB.S9, LITERALS' ROLLER GROSS VEHIEE WEIGHT n10 HOTIQ EXCEED I2RW MsIW W). DYNMIC FORLENmro EXCfED30,WJ M4IW YILI. EL63F➢MEMBTONE:FlLLSURNOUNDINGTHE AASHTO W3, B CHAMBERS FRROM THE FOUNOgRONSTOREI'A' CLEAN. CRUSHED. MWWi STONE 3. 35T. 4.4". 5, W.5T NO COMPACTION REQUIRED. IATEi)TOTHE'CIAYERABOVE. A FWNMRON STONE: FILL SELONCHAMBERS FHd.MMESUBGRADE UPTO THE FOOT(BOROMI CIFAN,CRUSHED,MGULM STONE AMNTG Miss. PLgTE COMACTORROLLTO pCHIEVEA FIAT OFTHECAMBE0. 3. 35T, 4.457, S. W,ST SURFALE'� PLEASENME: 1. THE USTEO WHIG OESIGATIONB ARE FORGRADATIONSONLY.THE SONEMUSTAISO BE CLEAN, CRUSHER ANGULAR FOR EXAMPLE ASPECIFlGTON FOR" mONEMIJIDSTATE'CLEAN. CRUSHED, M W MAR H0.4 (NSIrtO MU) STOMP. 3. MN INLHMO ONIIONREpO YBER.MEMEFOR'A•LCCATI ON.FRWBRME DUIGUCML=MNDMOINB'PWSUUACEUFTBEACHIY70 NLL INGORDMW INGO ORY COMP ON 3. EQUIPMNFRTARONSURFACES MAINS. CONTACT SEOBYCOMPOROMPARION AMRE$SINTS. OCONONONB,pFLAT$UPFACEMYBE ACHIEVED BYRMINOOROAGGING VAIHOUFCOMPALTON EQUIPMENT. FOR SPEC INC LOAD DESIGNS. LOMAm STORMTECH FOR COMPACTION P W UIREMEN75 1 LAYEROFMSGEOSYN ME NO WOVENGEDEXTUL MOUNDLLF.4N PERMETERSTONE (SENOTE6) EXCAVATION WALL (OW BESLOPED Mi VERT1CAl) 3OFTHERMOPL STIC U PAVEMENT LAYER IOEEIGNED 'EIGHT REMMMENOATON BY SITE DESIGN ENGINEER) y I D B muR wioann 1T I a •osw¢vmn •M (aW MIMINP I2pyX W. Real ma) // [ DEPTH OFSmNE POSE DETERMINED BYSITE DESIGN EIGINEERWH W mm)MIN tT IWOmm)MIN S6140 SUIGPADE601L5 P ENO CAP (1W mml MIN 5PH296 Fail 13W mm)TYP\ (SENmE41 NONWOVEN NOTES: - - GEGTETGILE 1. SG740 CHAMBERS SHRILL. CONFORM TO THE REQUIREMENTS OFASRA R418'STMOARD SPECIFICATION FOR POLYPROPYLENE OFF) CORRUGATED WALL sTORwAATER COLLECTION CHASERS', EARTH ORASTMF 3MOAROSPECIFICATIONFORPOLYETHYLENE(PE)MRRUG4 WA UORMWATERCOLLECTIONCHAM '. x. SG740CHMSE SHALLBEDMIGNMINACCOROANLEWITHAm M87'STMDAROPMMCEMRSMUCNRALOESIGNOFTHERMOPIASTICWRRUGATEOWALLSMRMWATFRCOUE"M CHAMBERS'. / TNERMOPIASTIC a. 'ACCEPTABLE FILL MTEDIAIS'TMLEMOVE PROVIDES MATFfINLLOGlI0H5.OFALRPfIONS,GRADATOMS.M000MPACnON REQVMEMEN75 FORFOUNDATION,EMEDMEM,pIID FILL LAMED MTERW.S GEOTEXVE4 cEOTEX RE 4. THE6ITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWMLE BENUNGCMACTIY)OFTHESVBGPA0E 601LSMOTHE OEPN OF FOUNDATION STONE MGVLM OVERLAP ONTOP6EVENL WIN LONSIOENTN]N FORTHERMGE OFEITHECIE0 SOIL MOISTURE COMMONS. STONE INCHESTOMCHOR S. PERMETERSNNEMUSTBE EXTENDED HOROONIALLYTOTHEEXGVATIONWNL FOR BOTH VERTICAMD SLOPED IXGVATONWPLS. THEiMOPIARIC UNE20ETAL B ONCEIAYER'CRPLACED,ANY60ATM ES C CEOwLAYERTY WTOTHE FMIBHEO GRADE MOST PAVEMEMSI1BBf5E5OI5CM BE VSEDTO REPWCE TNEMTEULL SIGNI f1EWIREMENT80F LgYER•C Ot V ATTNE60E DESIGN ENONEERS OISIXREf10N. I4.DD' TOP 12,50' PUMP 4Rmyi 0 R� O ORsnD� O 1B Er NET FL- 14.50 A HIM WATER 'ALARM' LEVEL 'ES-5' EL= Teo ,. DiCH FLOAT 11 INSTALLED AND DARED (BY Y • . ONEiS) NOTE 2 ALL DASHED PIPING TO BE FURNISHED BY CONTRACTOR NOTE PLAN VIEW VERIFY ALL REVARONS PRIOR TO FABWCATION 11 NOTE VERIFY ALL INLET/OUTLET ORIENTATIONS PRIOR TO FABRICATION go $1 SHEET 3 OF 5 KEYED NO16 YNi K lM R9YCPIla11 1 1 1' eu,a>Au,: qBp 2 1 r BASE: QBDN 3 1 sowil V" BIEL OUBG 4 1 WREX WINROL PNFL MF3M 4% FRP (RUNE➢ BY CONTRACTOR) B 1 NO USW B 1 55 7 1 so . W-N B 46- W B'-0- Di]P CONQiIE MET wFll 1 8- THK FIAT W TOP B 1 30*�B LEAF 01LE wicHnY (H-s0 pMEO) 10 I svi NET 11 1 4' GVYN✓BID Man CO RNU (YEJR NT GDEAS) 12 1 T SOR BO RC S®WRGE PIPE 13 1 T SW BO Rc BO FLL 14 1 55 BPFETR gICE 9WJ1' 15 IS 1 1' ST21 W RS BW. QEL( WLVf IB I r IAe BALL vun:./ UNIONS 17 2 Be GLIDE RMS 1B 2 3- B£CTRIN. CWRdIG 10 3 FM T SMICH 20 - RESM AS LEWD 11 1 1ST-wR ASSEEI 31 1 ALLLiM RUBPIIR B'IOr ALL JOIFITSFL MMADE:PLASTIMADE:GATREDAM ./ CRAM -DIG GASKET14 (NOW 1 RATE BTMAwO: YFG PNSNY. B8B-811ERNS( WMNPNw-USLCOY uo0¢: WAN-IRA-100EItb.S-Al BaE 11A1a6ICnA3W PROPOSED LAYOUT 331 STORMTECH SGT4a CHAMBERS M STORMTECH SC_T40 ENO CAPS B STONEABOVEBn) 12 51'ONEBELOW IM) 40 %STONE VOID wsiALLED srETEM vowlxe ICFl at,B,s (PERIYETEH BTDxewcwDEDlIBTORAGEABovE EIEYAT 15,778 CF 13=1 SYSTEMARFA IB•I A,,A On 504 SYSTEM PEPIMIGER(fi) PROPOSED ELEVATIONS Specifications 'CONCRETE: MODEL NUMBER: ParkUSA 14 43 Class /II concrete with design strength of 888-611-PARKWWW. PARKa6A ComWW40-NCD2-160-12-0.5-43 4500 PSI at 26 days. Unit Is of InonOlit1IC construction at floor, first stage of wall and MET WELL SfIE (ID 4B - 46. Ow ) PDM�ER_G, 0113p%601 z baffle with sectional riser to required depth. 60 - 60. OR 23 - y0V/WH/6OFa Ssif REINFORCEMENT: 72 - 72' ON 96 - 9C Ow 21 - MCN/iPH/60Hz 60 el rebar gg PUMP (SMPLEX IOU 03 - 2G6y/3PH/6oHz O1 - 208V/l PH/6OHz toode ASTM Afil Sroo requlredith ceMefscorf equlal. NON -CLOG PUMP SIZE GALVANIZED STEEL HATCH: _ PUMP DISCPHARGE SIZE 01 - 1.0 HP 2D - HP 2 Galvanized, bolt down hatchway. Door leafs shall be 3 - 3• H 30-3.0 P 3. t6 a Ys thick steel diamond plate reinforced with 4-e 6 _ B- W - 5.a HP 214•X2Yy-XVV' angle to an AASHTO H-20 wheel load. B _ B• 75 - 7.5 HP 15 PUMPS: FEW RATE CAPACITY (GPM) PUMP HEAD CAPACITY (TDH) Pumps shall be centri(u oft a with integral non -clog P 9 IP 9 9 100 - t00GP 10 - to' TGH 20 - 20' TON t2 unit and Submersible type motor. Pumps shall have a To 2(p (� E7G_ ETC_ ©Park 2017 capacity as follows-. PRO,�CT. 11922 O NORTH L STREET O WSTOMEB PUMP No. TYPE GPM TON RPM ELECTRICAL HP V PH Hz P-1 INON CLOG 100 12' 1750 i 211 460 3 60 P-2 NON CLOG 100 12' 1750 1 2 460 3 1 60 CONTROLS: Pump controls shall be mounted inside a UL Usted - I] NEMA-4K enclosure and include Circuit breakers, - alarm circuit fuse. IEC rated motor starter, pump 21 HOA, and alternator relay. Panel shall have a Usual alarm beacon. Panel Is designed for remote mounting. - Engineering Data OField excavation and preparation shall be Completed prior to delivery Of assembly. Use dimensional data as shown. All pipe• valves and fittings of the assembly are approved by one of the fallowing associations: ELEVATION B64.5 DATE 666.611.PARK wvwY.peT'krLEE.cL3m W PARKA i OES/GN FOR WATER nn C' DWG. No. REV. os/17CH WW48-NCD2-43 A 24- SG RAOEIUNPAVEGNOTRAMI IBM T8.50' £GRAOEIBASEGPFLFXIBIEPAVBAENTY 19M F GRPDERGPGTNGIG PAVEMENTk _ 1950 -- _ _ _ 10.6i STIUJI 0I2 PFA PLAN MBEL IBA] (DESIGN eY ENGINEEAI PNUWDED BY OTHEg51 AVERT 165 GTON INVERT: Zia THERMOPLASTIC LINER INVERT: 1551 BXEETfl2/PROVI0E00YmHE1LS) CHAMBER ,550 14M �(SEDTECH 14M iT ADS N11 TOP CANNELTON I NVEm 12S ABOVE CHAMBER BASE R PROPOSED OUTLET STRUCNPE MNEMUMOORET YCTkOINUCFS (DESIGN BY ENGINEER/PROWB PROVIDED BY ER5) 1 T ADS 1412 SON TM CANNELTON INVERFISPBOVE CHAMBERBASE ISEE NOTEsI 17X 1TA05 N-12TOPMANIFOLO MAXIMUM INLETROW 83CF5 INVENT MIS ABOVE LH(SEE BASE (SEE NOTES) SmULTUNEnI PERPLAN I (DMIGNBYENGINEENIPR MMBYONERS) irX 1r AD8 WIITOP MMFOw MAXIMUM INLET ROW 83 CF8 INVERT 13SMOVEOI(SEEN NOTES) 1 (SEE NOTES) PLACE MINIMUM ULS OF ADS GEOSYNTHERW l 315WTKWOVENGEOTFXDLEOVFABE FEET BTONEANO'R O ECTIONH CHAMBFA FEET FOR SCOM PROTECLION ATNL ETROWS INLET ROWS 1 PROPOSEDSm1KTURE IOFSIGN BY ENGINEFA / PPO W OEO BY 01NERS1 NOTES 3 • WHIFOLO SOE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEETpT FOR MANIFGLO SONG GVIOANM N y • WE To THE ADAPTATION OF THLS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS MMY BE NECJ o THE SH DESIGNRY TO ENGINEER UPLE MUST REVIEW H PROUSIIPE TO 3TANOMOFMNGTIID COMPONENTS IN THE FIELD. = 6 d • THE$NEmSIGNDIGINEER MUSTREWEWTDTOP aIM1TY0FTHE LFNMBTDSZGN GINEEING5TRU%RE No I- y FOUNDATION I➢AO^u SHALL BETRANSMITIEDTOTHE LIW.9EItS.TNE Bf1E DESIGN ENDINEEfl MUSTCONSIBM EFFECTS R' qy i{tlyp OF POSSIBLE SATURATED SGA3 ON GEARING CAPACITY OF SOILS AND SEEPAGE INTO BASEMENTS. O W N IY O V M O E QaQ �J d J ^ } o Gg -}- 403s -}- 1e.Tr � - 6 12 a pp 1-_ L Sr ROv2l/fi: I Y H Y a s o g f_i I ,' r- 6'MST412 GUPL WALLPERFOMTEO HOPE D G T L\ UNDEPBMIN IS�TSOBYfTIGINEERI p''N I \ 2q 1 1 T_. I _� _� �- ISOLATOR ROW - STfluGN R RAN .._,l (OFSIONBYENGINYENGINEERIPROWDEDBY OTHERS) 1TX 1r AO!i M2TOPFM UFDU3 MAXIMUM INLET FLO W 91 CFS INVEm 125 ABOVECHAMBERBASE $ _ (SEE NOTES) I _ I �� 6RiVLT1REA10 PERPLA! � �. XIOESiGN BY ENGINEEAIPROWOFD BY OTHFA51 ASI 1413 1 M7.W GEOSYNNETICS WITNOWY/OVEI GEOTFXIILE e 12A m)WN WIDE GPTIONALINSPELTION PORT 5C-740 CHAMBER SNPREI GNHIOLYNEGOMMEEAM EEXSIOiM RIPE INSEgi81N MY UPSTREAM SmUCNRES WITHOPFA GATES - I, 0 - M • ,• 5740 ENO CM CATCH BASIN OR MANHOLE 6UMPDEPNTBDBY SITEDESIGNENGINEER (M I W3 mml MIN RECOMMENDED) IFFFF•',I lillil'i!1VIII IF G N `14-SiMnIm)HOPEACCESOMPEREWIRED USE FACTORY PREiABRGTED ENO CM PART#: 5CMOEPE4B SC-740 ISOLATOR ROW DETAIL Mrs STEPI) INBPELTISOUTORROWFORSEDIMEM A. INSPECTION POPE NF PRESENT A1. REMOVEOPENUD ONNYLOPUSrINLINEDRAIN A2 PEMOVEMD CIFAN FlPNSTOPM FILTER n:INSTALIID AS USINGARASHLIGHTAFID MMD.L UREDEPTHOFSEOIMFMMDRECDMMMMMENA LIME A4. LOWERACM WOIBMgTORR MRWSUAINSPECRONOF6EOMENFLE W(Om10NAL) M. MSMIMENTISAT.MMOVE3-Mmm)PPOCEEDTOSTEPZIFNM.PROCEEDTOSTEP3. 6. NI ISMATORROWS B0.21RI6E MGAFLASHRGHTBISP )WFUROPSONPOLE3RULNERREASATMMEUYPS6IOEiUESAEADERTNO0 AaVFOII5DOAOACTOONFiIRNOEN SPACE ENTITY 6)FOLLOW ISA.MM 3'(WR )PINEOSPACE ENRYIFNOT.PNG MMMOLE 8.3. IFSEDIME4T 19 AT, ORMOVE 3' IOU mm) PROCEED TO STEP 21FNOT. PROCEEDTO STEP 3. STEP2) CLEMOl'ISOATORROWUSINGTHEJ ACPROCESS A AFMDCULVERTO INGNOmEWnH FACINGSPR OF4 (1.1m)ORWn ISPREF M B. MPLYMULTIPLEPASSESOFJETV u"LwSKFlDSHWATERISC_EM C. VACUUMN S RUCRESUM MPREWIRED STEPS) PEFIACEALL COVER9,GMTES. FILTERs,MO Uas; PELOROOBSERVATIQYSMD ACNONS. STEPQ INSPEUMOMLE INSMDM HOLESUPSIREI WC ESMRMIECHSYS . NOTES 1. INSPECTEVERYS MONKS WRNGTHEFlRSTYEMOFOP nON.ARIUSTTHEINSPECTIONINR]i BASEDONPREVIWS CRSERVATIONS OFSWIMEMACCUMUL nONAMIDRGHWATERELEVAMNS. 2 LONWLTJETTINGMOVALTORMGMNUALLYON4WIENINSM=ONSHMNS RIATMINTENMCEISNECESSMY. TWO LAYERS C4 ADS GE05YNNETICS 31SWTX WOVEN GEmEXTILE BETWEED FW NOADON SLONEMOCHAMBERS S H] ml MIN NDEW"NWM FMRIG VIITNOMSEAAS COHOFOIECOLIAF PAVEMENT CONCRETE SIM r (2W mm) Mw THICKNESS REXSTORAC MHI PARTAEIMM WRHUMOFOPENGATE 6'(1W mm)INSERTATE PMT# 6P%FONRP WSERTATEETOBECENTEME ON CORRUGATION CREW CONCRETE COLLAR NCT REQUI FORUNPAVEDAFPLIGTIONS Ir POOnv INYLOPLASTINLRE ORANBODYWSOUGHINGED COVERORGRATE PAmwV'2AG61P GRA COVER 1299LGC GATE 12BOCG5 V H W mm) SDR35 PIPE 3 740CHAMBER • THE PARrp ST1 ]AaxPKR GN BE USEDTOORDERALLNECI SSMY LOMPONENTSFORASOUOUD INSPECTION PORTINSTAUATION SC-740 6" INSPECTION PORT DETAIL M$ ss [� I o t i 1� �B GREET 4 OF 5 UNDERDRAIN DETAIL MS STORMIEQI SmMRECH CHAMBERS �EDDSRIRA MTELH CHSER 1 CAP 011RETMMIFOw FOUNDATION STONE BENEATH CHAMBERS ADSGEOSYNn3ERIMW1T NQ?PW0WN GEOTEXTiLE MAF ENOCMFOUNDATION STONE BENEATH CHAMBERS ADs cEosrxNEI air NON -WOVEN GEOTFXIRE NUMBER )TSMOFCNOEROAINSPERSITE DESIGN ENGINEER 4' naa nvn) TYP FOR S W 1 B 8 SF1 BOIP STSIEMB e• 11 EB mm7 T ry Fofl scT4o, Go.Teo, Mcas9B q Alusoo srsnals SECTOR A. DUAL WAU_ PERFORATED NDPE UNDEADRMN SECTION ORB SC-740 TECHNICAL SPECIFICATION j y FITS g J O I! X F-9D.r lzTw mm)pactluALENGm� I1�ssa'IzleemmllNsrpLLEO LENGTH III p r 4}BUIw ROW WTHIS OIPECMIN I Z W Q N C D m O R � $ BrARTEND r G OVERLAPNEXT CHAMBER HERE p (OVER SMALL CORRUGATION) FORTACCEPTS 4.11 W mm)SCH40 PVC%PE FOR me) U ION IT FOR .)WPIPE SNSERTATER ONN CTIONmENTERE II i ACHNAINR IN9ERTATEEGATION ON CENTERED CNA CHAMBEfl LREuT CORRUGATION [ XI `A�EppI � pI T/Fp-y I11L1111 J na mm) netmm) H Y� s6a I J- 1 y y (31Dmm) 1 I- �_454(1166mm)-i j_(13BSmm) ^^ ' T _ ni NMMw LHAMOEOMCOFlG MS SOE(WXHXINSTALLEDLENGN) 51.OX30z XB5,P (1295.X7B2.X2189mmI CRAIBERSTORAGE 45.9 GUBIC FEET n.so 0) i MINMUM INSTALLEDSTORAGE' 14.9 LU01LFEET G.12m) I WEIGHT 75.0 Re RGA kw A A gp 'ASBIIME991 6'n5zmm19TONEABOVE, OELOW, qNO BEnVEEN CHAMBERS r I •I iIt„i PPEFABBTUBSATBORMAOFENOCAPFMPMTNUMBE "DENG1A 9' e- a PRE-FABSNB9AT TOP OFENO LAP FOR PANTMIM0ER6 ENDING WONT T� Gp4 PRECOREDENDCMSENOWGHRC PART# STUB I A B C SC74aEPE0HTISC740EPE0BIPC S nonmml ION OUNT mmI I6.S(namml - OTH3mm) SC740EPEO6Bl SC740EPW m Sf]'40EPE08t=TQVEceIPL • PIN 8 mm) 12TP tamn) IONRIBmm) - - ON05mn) SU4MBI5C74aEPE ° m 6E SC740EPEt0T/BLMOEPE101PC 10'(2Wmm1 13.4•(3Wmm1 14S136Bmm) SCT40EPERSISC740EPEREPC - Drill.) SC74OEPE12T/SCMOEPE121PC 1rPOO.) 14.r PM.) 127(3111mm) - - 1S(W mml SLT40EPE12BISC140EPE12OPC SCMI)EPE1STISCMDEPEHRoC 161prlam) 18A'14B7 mm1 ST(Maim) SC740FPE1W /SLT40EPE1WPC - INP3mm) SCIPMEPEIBTISC740EPE1OIPC 11PRUD n) 1B.r(WOnvnl SP(iZl mm) - - IN(41 mm) SCMOEPEIOBISC740EPE1PBPC SC74OEPE411' WOO.) 1BSRISmm) 1 1 0.1-pow) ALL STUBS, EXCEPT FOR THE SCMOEPE40 ME PLACED AT BOTTOM OF END GP SUCH TINT T HE OUTSIDE DIAMETER OF THESNBISFUISH WITH THE BOTTOM OFTHE END CAP. FOR ADDITIONAL. INFORMATION CONTACT STORMTECH AT 1E89ae2-2894. ' FOR THE SC74OEPE4B THE 2P I W O win) STUB U ES OEM THE SOT TOM OF THE ENO GP APPROXIMATELY 1.T6' I" mm). DACKFlLL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 BNB SO TATR(E FITTING SITS _EVE. NOTE ALLDIMENSIONS ARE NOMINAL _ L� T-1 T 00'ooi -H1dON =O N a3 •e3E 6 SHEET 5 OF 440 Cobia Dr, Suite 1503 Katy, TX 77494 m info@texasctgroup.com Ph:832-913-1888 a www.texasctgroup.com T.B.P.E FIRM # 15775 ATALYST TECHNICAL GROUP, INC. Copyright 2013 ® CATALYST TECHNICAL GROUP, INC. (CTG) this drawing and the work depicted herein are the sale property of CATALYST TECHNICAL GROUP, INC. No portion of this drawing may be copied without the express y P written consent of CTG, INC. No. I DATE �I REVISIONS I 1 06/02/2017 UNDERGROUND DET. FROM R-TANKS PROJECT TITLE SEAL OF MADHAVITALLURI DATE: b/5/2017 I GENERAL NOTES: CTG Project Number: 16-043 ISSlle Date: December 15, 2016 Drawn By: S.K Checked By: T.M Scale: N.T.s File Path: nMN I M - M IURM\d9\d,O\(H-24-2mT124 SHEET TITLE: DRAINAGE DETAILS SHEET NUMBER: C-2.4A o(DC U'-0 v (n a 3 0(n C h am 3 T. 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PROP.6" TAP SLEEVE & VALVE CONNECT TO EXIST. WATERLINE 2. PROP.2-1 /2" TAP SLEEVE & VALVE CONNECT TO EXIST. WATERLINE 3. PROP.2" DOMESTIC WATER METER 4. PROP. 1" IRRIGATION WATER METER 5. PROP. DOUBLE DETECTOR BACK FLOW PREVENTER WITH SECURITY CAGE 6. PROP. RPZ BACK FLOW PREVENTER W/ SECURITY CAGE 7. PROP. PRESSURE VACCUM BREAKER BACK FLOW PREVENTER W/ SECURITY CAGE 8. PROP.5LF 6" FIRE LINE REF: FIRE SPRINKLER DRAWINGS FOR CONTINUATION 9. PROP. 26LF 2" DOMESTIC WATER LINE REF: PLUMBING PLANS FOR CONTINUATION 10. PROP 9LF 1" SCH-40 IRRIGATION LINE PROP. IRRIGATION PLANS FOR CONTINUATION 11. PROP 401-F 6" SCH-40 WATER LINE UNDER PAVEMENT TO BE CONSTRUCTED WITH RESTRAINED JOINT PIPE (CERTA-LOCK OR APPROVED EQUAL) 12. PROP 37LF 2" SCH-40 WATER LINE UNDER PAVEMENT TO BE CONSTRUCTED WITH RESTRAINED JOINT PIPE (CERTA-LOCK OR APPROVED EQUAL) GAS & FIRE LINE NOTE REFER TO PLUMBING SITE PLAN P6.0 FOR GAS LINE -EXIST WATER MAIN _ CONTRACTOR TO FlELD VERIFY EXIST SAN MH RIM=20.00 12" RCP E FL=9.46 12" RCP S FL=9.41 -.P,o NORTH I_ STREET �O• (80.00' WIDE R.O.W, ASPHALT PAVEMD 4 1�1 s �O PROP 35LF 24" RCP -CULVERT / - .iIVf JJLIGY Ivlul VVLVL 1 / J CONNECT TO EXIST ELECTRICAL LINE :.................... REF ELEC. SITE PLAN E-6.0 /J I ,:......;1:.1 ----- --- --•24'-ERBlQL$ET&aC1S.d1Nf'---------- �,:----------------------r.- ....................... r----- _ - I - - - - - - EXIST SAN MH RIM=19.90 I I I ( rs 12" RCP W FL=9.49 I 1 - - - - - - 12° RCP N FL=9.52 s3}, -----_ y----_�yR'SP PROP ELECTRICAL LINE ` 22 L REF ELEC. SITE PLAN E-6.0 FOR CONNECTION I 3 a t OL S r v i< a ------ PROP POWER POLE N I POOL c�i REP ELEC. SITE PLAN E-6.0 FOR CONNECTION I h 3 ff O I I 1 I 1i I I - ?fA�kY3 nfys-'�� P$�3aLx F� l 32� g - - - - - - _---- - zo U y� ' 5 S Z 3 PROP. 6' CORRIDOR CIRCULAR f COVER & FRAME CONCRETE COLLAR ° •e °' FINISHED 2'-0"DIA GRADE OR ° PAVEMENT .e e• s PLAN NOTES: 1. COVER TO HAVE LETTERS "CO" CAST ON TOP. 2. CONCRETE REST BLOCK SHALL BE 2'-0" LONG ON EACH SIDE. 6„ 6„ d: 4 NOTE 2 I 2'-0" MIN. 450 MIN �HOTPOURED JOINT COMPOUND SANITARY SEWER CLEANOUT DETAIL CAULK WATERTIGHT COLD WATER n RISER (SUPPORT AS REQUIRED) ESCUTCHEON PLATE (CHROME) FINISHED FLOOR WALL /,--3/4" HB-1 N)95�� PVC SLEEVE (CAULK WATERTIGHT) WATER ENTRY DETAIL PROVIDE WP INSULATION WRAPPED AROUND COMBINATION DRAIN & SHUT-OFF VALVE DI -ELECTRIC UNION\ AS REQUIRED FINISHED GRADE COLD WATER FROM METER 9' CLR \- MIN. - GAS CONNECTION PROP SAN. MH RIM=MATCH EXIST FL=8.95 PROP 20 LF -6" (SDR-40) PVC SEW LINE @ 1.0%SLOPE PROP DUAL CLEANOUT FL=9.15 REP PLUMBING DWGS FOR CONNECTION iPROP. SAMPLE WELL iPROP GREASE TRAP REF PLUMBING PLANS FOR DETAILS & iCALCULATIONS & CONTINUATION aa PROP 92LF 3" GAS LINE PROP GAS METER 1327 MBH REF PLUMBING PLAN P6.0 FOR CONTINUATION LEGEND _-_-_-_ EXISTING WATER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE _._._._ PROPOSED WATER LINE EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER O PROPOSED SANITARY CLEANOUT O PROPOSED SANITARY MANHOLE i WATER NOTES • WATER MAINS/METER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF LA PORTE SPECIFICATIONS FOR WATER MAIN CONSTRUCTION AND MATERIALS AND SPECIFICATION FOR WATER TAPS AND SERVICE. LINES 3/4" THROUGH 2", AND FOR LARGE METERS AND SPRINKLER CONNECTIONS WITH LATEST ADDENDA AND AMENDMENTS THERETO. • 1Y2„ THRU 3" WATER MAIN SHALL BE SCH. 40 PVC PIPE. • ALL WATER MAINS SHALL HAVE 6" OF BANK SAND ENVELOPE AND SHALL BE BACKFILLED TO A MINIMUM COMPACTED DEPTH OF 6" OVER THE TOP OF THE PIPE TO PROVIDE A COMPACTED ENCASEMENT. • CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 9' (NINE FEET) BETWEEN OUTSIDE OF WATERLINES AND OUTSIDE EDGE OF SANITARY SEWER MANHOLES OR LINES. • CONTRACTOR SHALL PROVIDE ADEQUATE THRUST BLOCKING TO WITHSTAND TEST PRESSURE SPECIFIED IN SPECIFICATION FOR WATER MAIN CONSTRUCTION AND MATERIALS WITH LATEST ADDENDA AND AMENDMENTS THERETO. • ALL WATERLINES TO BE DISINFECTED IN CONFORMANCE WITH AWWA C-651 • BACKFLOW PREVENTION DEVICE MUST BE INSTALLED ON IRRIGATION WATER METER. CONTRACTOR SHALL INSTALL DEVICE APPROVED FOR USE BY CITY OF LA PORTE. SANITARY SEWER NOTES • SANITARY SEWER PIPE TO BE SCH. 40 (PVC) FOR 6" OR LESS AND SDR-26 (PVC) FOR 8" MEETING ASTM SPECIFICATIONS D1785 & D2665 UNLESS OTHERWISE NOTED. • ALL SEWERS SHALL HAVE CLASS A BEDDING IN ACCORDANCE WITH THE CITY OF LA PORTE. • ALL SANITARY SEWERS CROSSING ABOVE OR BELOW WATERLINES WITH 6 INCHES TO 9 FEET CLEARANCE SHALL HAVE A 20' JOINT OF 150 PSI AWWA C-900 SDR-18 P.V.C. SANITARY SEWER PIPE CENTERED ON WATERLINE, EXCEPT WHERE DUCTILE IRON PIPE IS USED. • SANITARY SEWER MANHOLE RIMS OUTSIDE OF PROPOSED PAVING WILL BE SET 3"-6" ABOVE THE SURROUNDING LEVEL FINISHED GRADE AFTER PAVING WITH SLOPED BACKFILL ADDED FOR STORM WATER DRAINAGE AWAY FROM MANHOLE RIM. • PRIVATE SANITARY SEWERS ARE TO BE PRIVATELY OWNED, OPERATED AND MAINTAINED BY SERVICED PROPERTY OWNER. FIRE LINE NOTES • UNDERGROUND FIRE LINES MUST BE SUBMITTED TO FIRE PROTECTION GROUP FOR REVIEW AND A NOTIFICATION OF CONSTRUCTION IN RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR THE PROPOSED WORK WITHIN HARRIS COUNTY RIGHT-OF-WAY. • THE CONTRACTOR WILL BE RESPONSIBLE FOR THE FIRE WATER LINE CONNECTION INCLUDING TS&V, BORE AND ROAD CROSSING. A CITY OF LA PORTE NOTES • ANY WATER LINE UNDER ROAD OR PAVEMENT TO BE CONSTRUCTED WITH RESTRAINED JOINT PIPE (CERTA-LOCK OR APPROVED EQUAL). • NOTIFY PUBLIC WORKS 48 HOURS PRIOR TO ANY UTILITY CONNECTIONS. CONTACT DAVID McADAMS AT 281-471-9650 • IF ANY UTILITIES REQUIRE AN ELEVATION ADJUSTMENT DUE TO THE PROPOSED DEVELOPMENT, THOSE ADJUSTMENTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT THE DEVELOPER'S / CONTRACTOR'S EXPENSE. THIS PERTAINS TO STORM WATER INLETS, MAIN OR MANHOLES, WATER OR SANITARY SEWER MAIN, SANITARY MANHOLES OR CLEANOUTS, FIRE HYDRANTS OR VALVE BOXES. ALL UTILITIES WILL BE ADJUSTED IN CONFORMANCE WITH CITY SPECIFICATIONS. 440 Cobia Dr, Suite 1503 Katy, TX 77494 info@texasctgroup.com Ph: 832-913-1888 www.texasctgroup.com T.B.P.E FIRM # 15775 Copyright 2013 @ CATALYST TECHNICAL GROUP, INC. (CTG) this drawing and the work depicted herein are the sole property of CATALYST TECHNICAL GROUP, INC. No portion of this drawing may be copied without the express written consent of CTG, INC. No. I DATE L 1 REVISIONS PROJECT TITLE w w� Cn >0 A H O�NHw O O Eno 04 UO) �' 0 P014 a a rmq rEll W DTA� OF MADHAVITALLURI DATE: 3/ 15/2017 GENERAL NOTES: CTG Project Number: 16-043 Issue Date: December 1 S, 2016 Drawn By: S.K Checked By: T.M Scale: 1:10 File Path: :Mora aq\M15 ®.dAl oo � I A - b . SHEET TITLE: SITE UTILITY PLAN SHEET NUMBER: &3.1 ■