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HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-1 10, ALUMINUM DISK IN CONCRETE *) A PT CZW r)C' I lr'LJT Oni C' I . Al "URIn UUNNtH Or MAPLE ST. AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT SITE PLAN NOTES: COORDINATE: X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 1. Name of Project: The Domain at Northgate 2. Legal Description: Lots 1-22, Block 11 W.C. Boyett Estate Partition in the Joseph E. Scott GENERAL CONSTRUCTION NOTES: league, Abstract No. 50 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing Address of property: 101 Church Avenue, College Station, TX underground utilities. Furthermore, the Contractor shall contact all utility company 3. Owner: DRI/APRC Northgate, LLC representatives a minimum of 48 hours in advance of any excavation. 675 Bering, Suite 200 Houston, Texas 77057 (713) 782-5300 a. Contact Dig Tess @ 1-800-344-8377 4. Engineer: Mitchell & Morgan, L.L.P. b. Contact Dan Augsburger @ Suddenlink 595-2429 511 University Drive East, Suite 204 C. Contact, Richard Wallace @ Verizon 821-4752 College Station Texas 77840 RAMI= HANDICAPPED PARKING IDENTIFICATION LOGO TO T BE PAINTED ON PAVING HANDICAP SIGN (WHITE LETTERS SYMBOLS SEE DET. - D oc 3 1 KII L6 UN BRIGHT d. Contact Sam Weido @ CSU (ELectrical) 764-6255 (979) 260-6963 BLUE. ,BACKGROUND) 24" 6- T.979.Z130.6963. e. Contact Butch Willis @ CSU (Wate r/Wa ste water) 764-3660 5. Architect: Meeks + Partners F.979.2 50.3564 16000 Memorial Drive Suite 100 D f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 Houston, Texas 77079 3 Bars 0 12" O.C.E.W. OR TX. FIRM F- 1443 _2 -4 6*� min) (281) 558 4" WIDE DIAGONAL -8787 10 VX.L.W. SIRIPING @ 24" 2. All construction shall be in accordance with the current City of College Station (C.S.) 6. Zoning: NG -1, Core Northgate 0 0 511 UNIVERSI" DRIVE EAST I O.C. (WHITE) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and 7. Existing Use: Vacant with One Commercial Structure SUITE 204 Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by Proposed Use: Urban Mixed Use io y 8. Setbacks: Per City of College Station Ordinances 777 <-' the staff of the Cit Engineer of C.S. All construction shall be coordinated with the City of C.S. 1 24" DIAMETIES HANDICAP Xl\ X X S1 0 COLLEGE STATI )N, TX 77840 City Engineer. 9. Site Area: 3.33 acres --- x 10 �,�6" Stabilized Subgrade, SYMBOL PLAN & DESIGN SPECIALISTS IN .=78 gpm, Peak=3134 gpm - -- 91 3. In lieu of using the construction materials indicated in these plans, the Contractor shall 10. Water Demands: M1n.=0 gpm, Avg (TIP.) 11. Sanitary Demands: Min.=O gpm, Avg.=63 gpm, Peak=251 gpm - CIVIL ENGINEERING * HYDRAULICS obtain written approval from the City Engineer for any substitution prior to Construction. 12. No TIA is required per LIDO. CONCRETE HYDROLOGY * UTILITIES * STREETS Requests for changes should include product information and an engineers seal L MiWARD PA WE WK DAMAIL where applicable. SITE PLANS * SUBDIVISIONS The contractor shall be financially responsible for the engineer's time spent reviewing changes No portion of this site lies within the 100 -year floodplain boundary per FEMA's Flood insurance NTS (PER GEOT I ECH RECOMMENDATIONS) and redesigning based on contractors requests. Rate Map panel 48041c0305e Effective Date: May 16, 2012 OL DETAIL Gk HC SYMB VICINITY MAP www.mitchello 'dmorgan.com 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part �NTS (N.T.S.) flirm. #F-14-0 1926 Subpart P and all federal, state and local regulations. 8' MIN PER PLAN 8' MIN 6/17/14 5. TRENCHING AND BACKFILLING: All trenching and backfilling sh PARKING REQUIREMENTS F* all conform to the specifications set out herein. Surface Parking Provided = 187 parks total (7 -Handicaps) FILENAME. HC-5TRIPING.dw9 Testing shall be provided by a certified laboratory, at the Owner's Upper Level Garage Parking = 107 parks total PLOTTED: 30 May 2008 - 9:36 am HC STRWIPING DET expense, to verify these standards. AIL Any retesting due to substandard work shall be at the NTS All curbs and curb entqc r4..*. ­+ A ...... .......... .............. expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' Handicap Parking: .DESIGN TED PARKI G ONL' beyond the curb lines of all streets, alleys and parking areas. Per Table 2 Section 4.1.2 of TAS with 4" (four inch) white lettering stating OA�% / ST "FIRE LANE -NO PARKING -TOW AWAY ZONE" 6. It is the responsibility of the contract or to comply with all State and Federal Regulations for 201-300 needs 7 Space(s) Wording may not be spaced for than 3L fifteen (15) feet apart. In addition to the regarding construction activities near energized overhead power lines. Additionally, the contractor 7 H.C. Spaces Provided (Includes 7 Van Accessible) curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be shall coordinate all proposed work and procedures with the City of C.S Electrical Division. 7. (7 in parking lot) Total Provided Spaces 294 mounted at each entrance.* APRIL ZU I q - 12" Designed by: VJ B M All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All Parking Required: 0 Required Parking for Commercial/Retail Drawn By:: JUJ,KB Checked By.VJBM,JM 8" (eight inch) high red stripe and 4" materi ials and equipment shall be both furnished and (four inch) white lettering may be striped on the surface of the pavement installed unless otherwise noted. behind parking stalls in lieu of signage. Drill and Epoxy # 4 Bars x 9" Long 8. The Contractor must provide construction staking from the information provide on these PARKING REQUIRED Top of Bar must be flush with, top of block. IL plans. 4 -STORIES - 344 BEDS #4 Bars 0 15" O.C. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10 1 BEDROOM X 1.5 SPACES = 15 SPACES TYPE 3 CURB 10. Trenches may be left open overnight if properly barricaded. 9 2 BEDROOM X 1.25 SPACES = 22.5 SPACES NTS 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or 16 3 BEDROOM X 1 SPACES = 48 SPACES 24" 6 Private Utility, etc. are not separate pay items. The Price of the djustment sho be subsidi ary 67 4 BEDROOM X 1 SPACES = 268 SPACES TOTAL 354 X 75% REDUCTION 265 REQUIRED (min) to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust SITE DENS11Y 6 ft F 3 Bars 0 18' O.C.E.W. OR -14 the lor(ifinn nf z)eiQ+ine, ;f � -------- rm A I r I&[^ I I. I Bars 0 24" O.C.E.W. FIRE LANE Id U0 .DESIGN TED PARKI G ONL' w 1 t= U OR Use for Van �,ROPOSED:iSTORM ISTING 3" PRESSURE GAS JNE I ;77777= _,-----Accessible Handicap -zloo ME All 0-APLIAN VAN ACC Signs 0"I tj L OVER HEAD I VU N P.HONE TO REM ING G ST IS 171 . PROPOSE[ F-1 ME GAS G­A�PSERVCE 23" Galvanized EXISTING ELECTRICAL el Sign Post �Ri POOL COMMUNIL;AIIJN V MANJL:OLE I � C -g 16 t r I ®r; IZON 2 Lbs. Per Ft. R -EXISTING VER E (Install Plumb) I T f� EXISTING DUCTS SEWER L, NE "gg 2 Bags of Sacrete (Min) EXISTING ow 36"X24" Hand Tamp J STORM DRAIN As Necessary EXISTI 0", 0 G 12" Finish Grade N WATER LINE Q) 7% Mail IT I--"- MOM- , � wo. MAN., I LEGEND WATER LINE > J SAI�ITARY SEWER LINE, SANITARY SEWER CLEANOUT EXISTING Z T 7 STORM DRAIN LINE X 100' QUEUE LENGTH GAS SER VICE L UN STING FIBI DF,&RGROUND C LINE 1 :-IrNi I D GATED 4 0 ERS) G EXISTING RM 201 Ell T DRi 3 fi� Dk�N WATER SERVICE LINE EXISTIN( EXISTING J 12" ELECTICAL DRAI PUBLIC UTILITY EASEMENT LINE MIN.IMAX. 13UILDING SETBACK PULL tSUA ......................... SIGN INSTALLATION NOTES: r M 1111 0 NG LIVE FIRE LANE ��T" PROPOSED/FIBER FO 01 PROPOSED CURB OPTIC LINE RELOCATION -,,Pan 1. All signs shall be posted on 8 -foot -long, 2-3/8" outside EXISTING 36"X (BY ERS) I' G;' diameter Galvanized Steel (2) '910 STORM DRAIN 1-r, Pipe Signposts that weigh two EXISTING CURB pounds per linear foot. These signposts shall be placed a 12 -WL EXISTING STORM SIDEWALK minimum of 2.5 to 3.0 feet into the ground. A hole at least 8" RCP -,-�IINIWI"UILDIN, ZAIN INLET T�" TIUTY/ACCESS one -foot in diameter shall be dug or drilled a ........ ..... PUBLIC U LJ.J EASEMENT minimum of 6 three (3) feet in depth. The signpost shall be placed EXISTING; STORM DRAIN lu el JUNCTION ijux uu vertically plumb in the center of the hole and secured with RUPOSED STORM DRAIN WRL . ..... . a minimum of two (2) sacks of sackcrete. NIII MEET 14 EXISTING R The concrete mix EXISTING 3-30 G rES STORM D tamped as necessary. N .. NG VER11 EVATION shall be hand RCP STORM DRA N ROUND (TYP) -0 03 DA 2. The signs shall be installed so that the bottom of each sign ER OPTIC TRY 0 PHONE EXISTING STORM DRAIN E T]::�PROPOSED STING FIRE INLET HEADWALL WATER LINE P CE 17 shall be at least four ELECTRICAL All base of the signpost (4) feet above the ground at the STING WL RMER HYDRMT or above an adjacent travelway. �-�ANSFO LIGFIT POLE I D 2 -WL signposts shall be installed 24 inches from the trovelway. APPROXIMATE UNION PACIFIC J� RE c* C3 REO POS 3. The hardware RAILROAD PROPERTY LINE used to attach the signs to the sign ts shall URED EXISTING U HT POLE be the some as that currently used by the city. - - - :Z - ci 4. - - - - - - LIG E Signs shall be positioned facing perpendicular to the parking stall W V) 2 _3 FO I r VAN ACCESSIBLE HANDICAP EXIET CURB DRAIN WITH ROW RICS PROPOSED STEEL SIDEWALK SIGN INSTALLATIOWDETAIL 40 MATCH LINE _ - I :� . 1 - I -1 inch'T'23;0- ft. -t zo JIL4 Id U0 VERONICA J.B. MORGAN firelanes on plans shall be painted red ................. ................. . % 7768� q - with 4" (four inch) white lettering stating OA�% / ST "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* APRIL ZU I q - Designed by: VJ B M Drawn By:: JUJ,KB Checked By.VJBM,JM 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. w 1 t= U OR Use for Van �,ROPOSED:iSTORM ISTING 3" PRESSURE GAS JNE I ;77777= _,-----Accessible Handicap -zloo ME All 0-APLIAN VAN ACC Signs 0"I tj L OVER HEAD I VU N P.HONE TO REM ING G ST IS 171 . PROPOSE[ F-1 ME GAS G­A�PSERVCE 23" Galvanized EXISTING ELECTRICAL el Sign Post �Ri POOL COMMUNIL;AIIJN V MANJL:OLE I � C -g 16 t r I ®r; IZON 2 Lbs. Per Ft. R -EXISTING VER E (Install Plumb) I T f� EXISTING DUCTS SEWER L, NE "gg 2 Bags of Sacrete (Min) EXISTING ow 36"X24" Hand Tamp J STORM DRAIN As Necessary EXISTI 0", 0 G 12" Finish Grade N WATER LINE Q) 7% Mail IT I--"- MOM- , � wo. MAN., I LEGEND WATER LINE > J SAI�ITARY SEWER LINE, SANITARY SEWER CLEANOUT EXISTING Z T 7 STORM DRAIN LINE X 100' QUEUE LENGTH GAS SER VICE L UN STING FIBI DF,&RGROUND C LINE 1 :-IrNi I D GATED 4 0 ERS) G EXISTING RM 201 Ell T DRi 3 fi� Dk�N WATER SERVICE LINE EXISTIN( EXISTING J 12" ELECTICAL DRAI PUBLIC UTILITY EASEMENT LINE MIN.IMAX. 13UILDING SETBACK PULL tSUA ......................... SIGN INSTALLATION NOTES: r M 1111 0 NG LIVE FIRE LANE ��T" PROPOSED/FIBER FO 01 PROPOSED CURB OPTIC LINE RELOCATION -,,Pan 1. All signs shall be posted on 8 -foot -long, 2-3/8" outside EXISTING 36"X (BY ERS) I' G;' diameter Galvanized Steel (2) '910 STORM DRAIN 1-r, Pipe Signposts that weigh two EXISTING CURB pounds per linear foot. These signposts shall be placed a 12 -WL EXISTING STORM SIDEWALK minimum of 2.5 to 3.0 feet into the ground. A hole at least 8" RCP -,-�IINIWI"UILDIN, ZAIN INLET T�" TIUTY/ACCESS one -foot in diameter shall be dug or drilled a ........ ..... PUBLIC U LJ.J EASEMENT minimum of 6 three (3) feet in depth. The signpost shall be placed EXISTING; STORM DRAIN lu el JUNCTION ijux uu vertically plumb in the center of the hole and secured with RUPOSED STORM DRAIN WRL . ..... . a minimum of two (2) sacks of sackcrete. NIII MEET 14 EXISTING R The concrete mix EXISTING 3-30 G rES STORM D tamped as necessary. N .. NG VER11 EVATION shall be hand RCP STORM DRA N ROUND (TYP) -0 03 DA 2. The signs shall be installed so that the bottom of each sign ER OPTIC TRY 0 PHONE EXISTING STORM DRAIN E T]::�PROPOSED STING FIRE INLET HEADWALL WATER LINE P CE 17 shall be at least four ELECTRICAL All base of the signpost (4) feet above the ground at the STING WL RMER HYDRMT or above an adjacent travelway. �-�ANSFO LIGFIT POLE I D 2 -WL signposts shall be installed 24 inches from the trovelway. APPROXIMATE UNION PACIFIC J� RE c* C3 REO POS 3. The hardware RAILROAD PROPERTY LINE used to attach the signs to the sign ts shall URED EXISTING U HT POLE be the some as that currently used by the city. - - - :Z - ci 4. - - - - - - LIG E Signs shall be positioned facing perpendicular to the parking stall W V) 2 _3 FO I r VAN ACCESSIBLE HANDICAP EXIET CURB DRAIN WITH ROW RICS PROPOSED STEEL SIDEWALK SIGN INSTALLATIOWDETAIL 40 MATCH LINE _ - I :� . 1 - I -1 inch'T'23;0- ft. -t zo JIL4 PROJECT BENCHMARK: CITY OF COLLEGE STATION GPSMON # CS94-110, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD N=10211269.2311; E=3548882.9806, Z=345:87, PROJECT COORDINATE: X= 548882.9806, Y= 211269.23.11, ELEV.= 345.87 SURFACE MOUNT BIKE RACK DETAIL NTS PRECAST 5' CONCRETE 1 g" I,.6" Standarder e ring and cover (Vulcan No.v1342, or approved equal) M 24' RCP 6. 6..6" 6- -GAS " shall have a 3" Clear Cover SPECIAL DETENTION HEADER WS 12 00, i W (n W W (n W V W UJ STING . "; Note: S'� E The contractor is responsible for traffic control in accordance with TMUTCD. The contractor must: prepare and submit a traffic control plan for the work on First Street and any other street where a full or partial closure will be performed. This plan must be reviewed and approved by the Engineer of record and the City Engineer prior to implementation. PROPOSED: 8". DRIVE EAST i W (n W W (n W V W UJ STING . "; STANDARD I./ S'� E i0L M NHOLE CONNECT PROPOSED 2 6" COMMERCIAL SERVIC0WES� POSED MANHOLE . P ._ R� EC �s*-�. •---- -`^- r -PVC 2 3" LOW � �.EXIST NG 112 COMMERCIAL. SERVICE SERVICE LINE TO EXISTING 3 LINE: CONNECT PROPOSED 8" 2- 4 PVC EC 2. d PVC EC PRESSURE GAS LINE PROPOSED: 8". DRIVE EAST LOW PRESSURE GAS LINE : SEWER SERVICE LINE TO / 204 3 -GAS' -CPw: 3-M_ _ — _ . PROPOSED 2" GAS EXISTING 8" SEWER LINE--- EXISTING MANHOLE B-Sa_ 6 SS r3 -SS PLAN &DESIGN.SPECIALISTS:: SERVICE LINE � a -5s-------....^>' a -ss . _ __ $- a_ss g-� � g'y� MANHOLE 2-6" PVC CSU' ELECTRICAL CONDUIT PAVEMENT REPAIR FIRST STREET ABANDONED 40' R.O.W: SEWER LINE ..... GE \' PROPOSED 6" L E.. S' 1 .-:- .---•..,2-s"-[mac->rc -- a -d -r uc_ � c �-�- .-- -.--. 2_s -Pvq--Ec ----- a -s -PW-EC -- 2 -mac _.. ... ... PROPOSED- 4."� RESIDENTIAL PVC CSU PROPOSED 6" SEWER REFER TO LANDSCAPE Firm' F-1443 .6/17/14 LINEi_.I ------^'-` . EXISTING SUDDENLINK' EXIST . NG SERVICE LINE WITH 3" CODlR11Ts .. _ E2-4"LECTRICAL ELECTRICAL CONDUIT SERVICE LINE PLAN FOR PATTERNEDVAULT-! SIDEWALK DET LS, ,, , ...... _ .." ....... 2- 4 PVC EC 2r 4."Pv6 EC, ? 4 PYG..EC _. 2. 4. PVC EC - a P c 2» d QVC.. EC 2 4 Y METER ANDvc 9C. - 2- 4" PVC E •' 4" PVC. EC 2- d- PYC to 2" 411 PVC eo - • ..:' -.2-:4" PVC' Co 2- 4" P .. CONNECT PROPOSED 8" - EXISTING 6" ABANDONED PROPOSED WATER LINE 343 LF PROPOSED WATERLINE TO ABANDONED EXISTING 'NATERLINE PROPOSED PROPOSED: 8" TRASH CAR PROPOSED 6" FIRE LINES: (2) ABANDONED WATER LINE " WATER LINE CLEAN OUT CURB CONSTRUCTION WATER LINE 6" WATERLINE' RAMP DRIVEWAY g WL: 86-YIL . 4 -WL _ W. Nl _ .. ._..r ..- , ,. t.. .' tr. ..... ._.... .._ __...._. T .. I � •i .:.., >. ..>_< t 1 rt- .n.... ,W{ _.._. ,_ 7 ?^r' 4..... '7'-a'. _ .;.:'. :rr n.t i..;._:�. ,.-. - t- ( ..i. 1- �> 1 t .: ...' L : 2_< 4. L Ly .� t .. ,.._. � �:-. G^'+ �, ... . � :... is '�6i � 'T^• � �L .,.-. � .. .� !{ � t �r �.,. e b... 4;M.,- �.t t .x 1 f' � a7 - �•. .+ I IN .. 'PULL BOX :. ...... .. .k7(ST.G.SU4gENUNK ,. .._ _•.I Wr..a 1 ",.' Z is ..fid . .'�'. . ..,nvPf . .. , . ,� . A,.. .--�,.-.—.,2L: d V.G,.. .4t i a ^-,-.d.--e-r^.�d"2PVC ... .. :.EXlST1NG.2:4.. .... PRDpgs .:..>.:... :..::'::. :..:.: ...:.::. ...;.... . �A. .. PROROS6D .METAL ..... .. SU ELI DD N NK CONDUIT FIRE HYDRANT � � =. :.. a P rC� � � � � � � rz�._ �k..., _r� - ,,,.. ; , f' 1 r t. : r I ROLL -UP DOOR L ;- t?, i � 6'X12' ' 8,111 ' �_ 'OSED STING . "; STANDARD I./ S'� E i0L M NHOLE -CONNECT PROPOSED 8" RE IDENTIAL & _f0 _ 6" COMMERCIAL SERVIC0WES� POSED MANHOLE . P ._ R� EC �s*-�. •---- -`^- r -PVC 2 PROPOSED 6" � �.EXIST NG 112 COMMERCIAL. SERVICE WATER U E (�} LINE: } 2- 4 PVC EC 2. d PVC EC 2 4 PV EC 2 SC `' -4 PROPOSED: 8". DRIVE EAST RESIDENTIAL SERVICE LINE EXISTING SUDDENLINK / st. PVC APPROXIMATE UNION PACIFIC -_— RAILROAD PROPERTY LINE (R.O;W VARtV – -- '-- -- -�_ .......... ..................... ..__..:_...- ........ _... _..__. 241.10' DRIVE AISLE WIDTH - I I i. bto�26,1� y LAO T.979.2E0..6963 FA79.21E'Q.3564. TX. FIRM # F-1443 511 UNIVERSITY 11 DRIVE EAST SUITE 204 COLLEGE STATIN, TX 77840 B-Sa_ 6 SS r3 -SS PLAN &DESIGN.SPECIALISTS:: IN EXISTING CSU ELECTRICAL CIVIL ENGINEERING HYDROLOGY - iTIES « HYDRAULICS • STREETS MANHOLE UTI GE \' SITE PLANS +S6BRNIS10NS NG 8" www.mitehelland'mor an.com Firm' F-1443 .6/17/14 LINEi_.I ------^'-` . EXISTING SUDDENLINK' EXIST . NG CODlR11Ts .. _ SU I DDENL NK PEDE T sAL OF I . 9 . L a_ .t -4th g• C JG YZ. Y 2 •:9 T EXISTI G 2-4" EXISTING ; ROW VERIZON CONDUIT - - VERONICA' J Bi MORGAN VERIZON 1 EXISTING GRAVEL VAULT o 77689 ; Q DRIVEWAY is T APPROXIMATE UNION PACIFIC -_— RAILROAD PROPERTY LINE (R.O;W VARtV – -- '-- -- -�_ .......... ..................... ..__..:_...- ........ _... _..__. 241.10' DRIVE AISLE WIDTH - I I i. bto�26,1� y LAO , ' . - ' r PROJECT BENCHMARK: CITY OF COLLEGE 10' ALUMINUM DISK IN CONCRETE 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE S[ SITEPLAN ~ NOTES: AND N=1O2112O82311 Z=345D7 PROJECT WELLBORN^���~~'^` ' ' ' �-^^`"""�'�"""' ' ' 1 Nonoa of Project: The Domain at N��hgote / COORDINATE: X= 548OO2Q8OO Y= 2112O82311 ELEV.= 34587 �� ' - � ' ' ' ' ' ' . 2. Legal Description: Lots 1-22' Block 11 W.C. Boyett Estate Partition in the Joseph E. Scott . ^.. GENERAL CONSTRUCTION NOTES: e"»"� "-+ Address of property:1U1 Chu Avenue, College Station, TX ' 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing 3. Owner:DRk�PRC No�hgota' LLC ' ' underground utilities. Furthermore, the Contractor shall contact all utility company 675 �~ Bering, Suite 200 ' representatives o minimum of 48 hours in advance of any excavation. Houoton. Texas 77057 HANDICAPPED PARKING. .` (713) 782-5300 IDENTIFICATION LOGO TO' o. Contact Dig Tooa @ 1-800-344-8377 4. Engineer: Mitchell &u Morgan, L.L.P.BE PAINTED ON PAVING HANDICAP SIGN b. Contact Don Augaburger @ SuddonUnk 595-2420 511 University Drive East, Suite 204 (WHITE LETTERS SYMBOLS DET.- C. Contact Richard Wallace @ Verizon 821-4752 College Station, Texas 77840 aSTRIPES ON BRIGHT� (87S) 2O0 OS8� BLUE BACKGROUND) d. Contact Sonn YYeido �� CSU (ELeuthoo|\ 7G4 -S255 ^ ' - '' `''~'/ / ` ' 5 �ruh|taot' Meeks + Partners o Contact Butch Willis(� CSU (Water/Wastewater) 7G4-3OGO ' ' ' ' ` �' �� ' 16000 Memorial Dhve Suite 100 f. Contact Luis Cisneros @o Atmos Goa (Qoo) 229-4627 Houuton, Texas 77079 4" WIDE DIAGONAL Bars 0 18" O.C.E.W. (281) 558-87137STRIPING @Call C, 2. All construction ahoU be in accordance with the current City of College Station (C.S.) 8. Zoning: NO -1, Core Nofthgota u | ' Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and 7. Existing Use: Vacant with One Commercial Structure Sewer and Gonwro|a' 2012, and BCS Unified Design Dotoi|a' All inspection ohoU be performed by Proposed Use: Urban W|«ad Use '' HANDICAP 6* Stabilized Subgrad�e the staff of the City Engineer of C.S. All construction oho|| be coordinated with the City of C.S. ' 8. Setbacks: per City of C»||*ga Station Ordinances 24" DIAMETER ' SYMBOL ' 33� oonaa City Engineer. 9. Site Area: ' �--- ' ` ' � 3`. In lieu of using the construction materials indicated in these p|ona' the Contractor shall' 10. Water Demands: �in.�0 gpm. /�g=7O gpm. Peoh�31�4 gpm 11. Sanitary Demands: Min.~~O gpm. Avg.=63 gpm' Peok=251 gp / 'STANDARD WNCRETE PAVEMENT DETA obtain written approval from the City Engineer for any substitution prior to Construction.' 12. No TIA is required per UDU. NTS (PER QE[TECH RECOMMENDATIONS) ' Requests for changes should include product information and on engineers oeo| where applicable. � The contractor uhoU be financially responsible for the engineer's time spent reviewing changes , No portion of this site |iou within the 100-yeor floodplain boundary per FEMA'a Flood InsuranceHC SYMBOL DETAIL U U . and redesigning booed on contractors requests. Rote Mop pone| 48041cO305a Effective Date: May 16. 2012 - -��-���-' �-�_���^ � NTS 8 PER MIN 4. Trench Safety Requirements shall be in accordance with O.B.H.A. Standard 20 CFR Part ` ' ' 1826 Subpart P and all fadaro!^ state and |ouo| regulations. . PARKING REQUIREMENTS, ' 5. TRENCHING AND BACKFILLING: All trenching and backfilling ohoU conform to the . Surface Parking Provided = 187 parks total (7 -Handicaps) nuswuE HC-SrRIFING.dwg HC STRIPING DETAIL specifications set out herein. Testing ahu|| be provided by o certified |oborotory, at the Owner's Upper Level Garage Parking = 107 parks total punrM. 30moy2008-9a6°" NTS ....... +. ....,�. ��... .�..�~.�. ^... ..�..��.. �..- +- -..^-^-_�--� .��--.. -`-. `- -^ =^p�=C. "' ,=.o' ".""U S`""""."= =� '�"��".'y ""= "' """"""""u'u =om ^vmx u� al. u/v Handicap Parking: expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' | ' Per Table 2 Section 4.1.2 of TAS ' u beyond the curb lines of all atreota, oUuyo and parking areas. for 201-300 needs 7 Space(s) G. It is the responsibility of the contractor to comply with all State and Federal Regulations 7 H.C. Spaces pnnVided (Includes 7 Von ' ^ regarding construction activities near energized overhead power lines. Additionally, the contractor (7 in parking |"12 nhd| coordinate all proposed work and procedures with the City of C.S. Electrical Division. Total Provided Spaces = 294Drill and � 7. All nooteho|a 8c labor not identified as o Separate Bid itano uho|| be considered subsidiary Parking Required: O Required Parking for Commercial/Retail to the item in which it is used. All materials and equipment shall be both furnished and Epoxy # 4 Bare x 9" Lon installed unless otherwise noted. i ur Bar must �e flush | ----�� /top of bloblock.u 8. The Contractor must provide construction staking from the information provide on these / with 4 -STORIES - 344 BEDS plans. \ ! 10 - 1 BEDROOM X 15 SP/CES = 15 SPACES SPACES = 22.5 10. Trenches may be left open overnight if properly barricaded.\ |G -23BEDROOM 9EDHOO X 1Z5 SPACES = 48 SPACES SPACES 11. Adjustment of Water Meters, Valves, Manholes, Irrigation 3yatema, and any other Public or � 67 - 4 BEDROOM X 1 SPACES = 288 SPACES Private UU|ity, etc. are not separate pay items. The Price of the adjustment ohoU be subsidiary TOTAL 354 X 75% REDUCTION= 265 REQUIRED to the construction of Sewer Una' Force Main, etc. 12. The contractor aho|| coordinate with Sudden|ink Communications, CSU' and Verizon to adjust SITEDENSITY DWELLING UN|TS=102 the location |000tion uf existing facilities, if necessary. ~^ - DENSITY= 102/3.33 ACRF_= 30'63 00EUJNQ UN'TSuACRE13. The contractor is responsible for traffic control in accordance with TWUTCD. This is not o BLOCK DEZAIL separate pay item. Contractor must submit o traffic control plan for the work on First Street. SQUARE FOOTAGE� This plan must be reviewed and approved by the Engineer of record and the City Engineer phur\ FOOTAGE: 182.288 SF m'/'�' to construction. An'v other o'orUo| of full street o|uuurea will also o'uiny o traffic control o'|nn ' -UT-L-FAMU-Y=188,445 SF PARKING, 14. Temporary spoil oraoa will be identified on site by owner.� RET�L=8,512 8F 15. All roof and ground -mounted mechanical equipment ohoU be screened from view or isolated CLUB UFFICE=7,3%09 SF |~'^' NTS /PER QEOTECH RECOMMENDATIONS) so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated JYPE .3 CURB NTS * Use for Von ble Handicap ~- Signs / �0-) 31, 2g Ualvanized Steel Sign Post (Install Plumb) 2 Bags of Sacrete (Min) Hand Tamp_� As Necessary . V, T ",,,-Finish Grade -------- ' NOTES:SIGN INSTALLATION 1. All signs uhoU be posted on 8 -foot -long, 2-3/8" outside diameter 8okmn|zod Steel Pipe Signposts that weigh two (2) pounds per linear foot. These signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground. A hole at least one -foot in diameter shall be dug or drilled a minimum of three (3) feet in depth. The signpost shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) socks of sockcrete. The concrete mix shall be hand tamped as n000000ry. 2. The signs ohoU be installed ou that the bottom of each sign ohoU be at least four /4\ feet above the ground at the base of the oignpoot or above on adjacent trove|woy. All signposts ohoU be installed 24 inches from the trove|woy. I The hardware used to attach the signs to the signposts shall be the some as that currently used by the city. 4. Signs ohoU be positioned facing perpendicular to the parking otoU VAN ACCESSIBLE HANDII"*Ap .SIGN INSTALLATION DETAIL - OVER HEAD CAW & NE To ot EXISTING ELECTPICAL MANHOLE EXISTING 6" SAN SEWER LINE EXISTING gf STORM DRAIN lin NG CA, A9 Eg Ki LENGTH 100' QUEUE le ISTING FIBER TIC LINE TO BE R LOCATED (BY 0 ERS) M01 EXIS71NG RM ISTING 18" RC DRAIN IN STORM DRAIN EXIST NG STORM XISTING -,DRAIN 11 ET ELECTICAL PULL BOX OPTIC LINE RELOCAnON EXISTING 36"X24'_ (BY HERS) STORM DRAIN 19, ALL EXISTING 18" RCP Y. STORM DRAIN EXISTING STORM DRAIN PROPOSED WATER �-PROPOSED' FIBER JUNCTION BOX ILID SERVICE LINE OP110 LINE PULL EXISTING 3-30" EXISTING FIRE HYDRANT VAULT (BY OTHERS) EXISTING LIGHT POLE RCP STORM DRAJN EXISTING STORM DRAIN INLET HEADWALL APPROXIMATE UNION PACIFIC /--RAILROAD PROPERTY LINE N0NNN mumomo cxu71owm EXISTING � ^ ~ w A L Li SETBACK EXISTIN<EYPAD GA G 12" 12" WATER LINE LIGHT POLE -_Lli �� . [� �|� -- m m MATCH UmF�--`-- ' _'�Rw Rv,���Ic#0,4f) FIRE LANE STING P DESIGNATED �EXISTING PARKING 24" ncp urowu omuw ONLY DUCT See Ordinance far additional Information TO Lff' VICINIOM MAP ' ' All curbs and curb ends designated as ' . firelanoo on plans ahoU be painted rod with 4^ (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced,for than fifteen (15) feet apart. In addition to the curbs being otripod, o fire |ono sign 12^ wide and 18" in height (oo eonn hereon) ohoU be mounted at each entrance.* * 8" (eight inch) high red stripe and 4^ (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. E LANE -NO PARKING -TOW AWAY ZONE *FIRE LN* STRIPING TX. FIRM F- 1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION! TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING -1 HYDRAULICS SITE PLANS *SUE DIVISIONS Firml #F-1443 OF VERONICA J.B. MORGAN 77689 APRIL 2014 Drawn By: JUJ,KB Checked By:VJBM,JM LL 0 C14 L0 CD SIGN cxs` oone onxw - nnH�-==�o STEEL SIDEWALK ` WATER LINE SANITARY SEWER LINE SANITARY SEWER CLEANOUT STORM DRAIN LJNE GAS SERVICE LINE UNDERGROUND ELECTRICAL UNDERGROUND VERIZON UNDERGROUND SUDDENLINK RIGHT.OF WAY WATER SERVICE LINE PUBLIC UTILITY EASEMENT LINE FIRE LANE PROPOSED CURB EXISTING CURB EXISTING STORM DRAIN INLET STING P �EXISTING ` 24" ncp urowu omuw R-UP-OSE5 STORM DRAIN DUCT BANK EXISTING APARTMENT COMPLEX C3 REQ.�IREDI EXISTING 0 PROPOSED ELECTRICAL WL EXISTIN 2-4" PVC CSU TRANSFORMER PVC E MANHOLE. | (q_�(� LIGHT POLE EXISTING' V RI ` ' PHONE �A EXISTING 6 HIGH PRESSURE GAS MAIN PRESSURE GAS LI MR Ce%M IAN 4 014. PROPOSED WING GAS JUN PEDESTAL cxs` oone onxw - nnH�-==�o STEEL SIDEWALK ` WATER LINE SANITARY SEWER LINE SANITARY SEWER CLEANOUT STORM DRAIN LJNE GAS SERVICE LINE UNDERGROUND ELECTRICAL UNDERGROUND VERIZON UNDERGROUND SUDDENLINK RIGHT.OF WAY WATER SERVICE LINE PUBLIC UTILITY EASEMENT LINE FIRE LANE PROPOSED CURB EXISTING CURB EXISTING STORM DRAIN INLET STING P �EXISTING ` 24" ncp urowu omuw R-UP-OSE5 STORM DRAIN DUCT BANK EXISTING APARTMENT COMPLEX C3 REQ.�IREDI 03 DAd ,$, -Z 0 PROPOSED ELECTRICAL WL EXISTIN 2-4" PVC CSU TRANSFORMER EXISTING SUDDEN NK ' | (q_�(� LIGHT POLE ` \\ 6 �-»C) ` ' EXISTING 6 HIGH PRESSURE GAS MAIN PRESSURE GAS LI MR Ce%M IAN 4 014. PROPOSED WING GAS JUN Gk SERVICE LINE COMMUNICATION DUCTS -INEERING! ENG EXISTING 12" LEGEND WATER LINE cxs` oone onxw - nnH�-==�o STEEL SIDEWALK ` WATER LINE SANITARY SEWER LINE SANITARY SEWER CLEANOUT STORM DRAIN LJNE GAS SERVICE LINE UNDERGROUND ELECTRICAL UNDERGROUND VERIZON UNDERGROUND SUDDENLINK RIGHT.OF WAY WATER SERVICE LINE PUBLIC UTILITY EASEMENT LINE FIRE LANE PROPOSED CURB EXISTING CURB EXISTING STORM DRAIN INLET PUBLIC UIIUTY/ACCESS EASEMENT �EXISTING ` 24" ncp urowu omuw R-UP-OSE5 STORM DRAIN ' VUEWED FOR ` NG V PHONE 03 DAd ,$, -Z " ` KvNA��0 X��^���»�K *�-� �~ � �-' PROPOSED ELECTRICAL WL TRANSFORMER ' | (q_�(� LIGHT POLE cxs` oone onxw - nnH�-==�o STEEL SIDEWALK ` WATER LINE SANITARY SEWER LINE SANITARY SEWER CLEANOUT STORM DRAIN LJNE GAS SERVICE LINE UNDERGROUND ELECTRICAL UNDERGROUND VERIZON UNDERGROUND SUDDENLINK RIGHT.OF WAY WATER SERVICE LINE PUBLIC UTILITY EASEMENT LINE FIRE LANE PROPOSED CURB EXISTING CURB EXISTING STORM DRAIN INLET PUBLIC UIIUTY/ACCESS EASEMENT �EXISTING ` 24" ncp urowu omuw ' VUEWED FOR ` " ` KvNA��0 X��^���»�K *�-� �~ � �-' � ]0� /�� �0�� ' mwn 2. 3, \� ' | (q_�(� ` \\ 6 �-»C) ` ' PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS' MON # CS94-1 10, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD; N=10211269.2311, E=3548882:9806, Z=345:87,PROJECT COORDINATE: X= 548882:98061 Y= 211269..2311., ELEV.= 345.87 SURFACE MOUNT .BIKE RACK DETAIL NTS _32'-0 IL-6" 6" Standard manhole ring and cover (Vulcan No.v1342, or approved N") _ equal) M 24' RCP- W W W 6- 6"' 6" 6" shallhave a 3" Clear. Cover SPECIAL DETENTION HEADER i CONNECT PROPOSED 2" GAS - EXISTING 3' LOW SERVICE LINE TO EXISTING 3" CONNECT PROPOSED 8" PRESSURE GAS LINE G155: LOW PRESSURE GAS LINE 3 -mac.. ?-CAS' - - 3 GAS. ®J- ..... i -GAS' ---- --- 1 GAs . 3��p$ _ - 3, SEWER SERVICE LINE TO "" PROPOSED 2" GAS - EXISTING 8" SEWER LINE EXISTING MANHOLE SERVICE LINE a -ss &=S5 _ .. 8-85 a- PAVEMENT FIRST STREET ABANDONED PROPOSED 6" 2-6' PVC CSU EC �a REPAIR d» (40' R.O.W. ) SWER LINE ELECTRICAL.CDUIT-g_a>:%-EC -EC _6" -PVC -EC ,.. 2 & PROPOSED 4S/FLIE RESIDENTIAL PROPOSED 8" SEWER REFER TO LANDSCAPE SERVICE LINE WITH 3" 2-4"' PVC CSU PLAN FOR PATTERNED METER AND VAULT SERVICE LINE ELECTRICAL CONDUIT SIDEWALK DET LS, ,.a. , .. a Pva I c 2 :4 wvC en 2_ a' avc sc 2- 4" PVC Cc 2-.4 > �yc: ec s- a' pvc Ec: �- 4 avc �a _' 4,4' ' .. _ 2- 4",PVC CC.--_. 2-:4" PVC' EC- 2- 4' P .. 2- i PYC- EC :- .. PYC. EC 2- 4, PVC EC .. - CONNECT PROPOSED 8" PROPOSED PROPOSED 6" ABANDONED EXISTING 6" ABANDONED PROPOSED 343 LF PROPOSED ABANDONED wATE.RIJNE TO EXISTING PROPOSED: 8' FIRE LINES 2 TRASH CAR O WATER LINE WATER LINE WATER LINE .. °° CLEAN OUT CURB CONSTRUCTIDN WATER LINE 6"WATERLINE WATERLINE RAMP 6 CYC b • i� > + 'r .1- 5- ! _ E t ' .: -•y...- .�. t' Y _ ._.. [Yt F+-, ' . 1 `' a t 1 i i t. t r• 1 ! i t.. i Ai W � +3. ,4} ,C �-s.+.»i.^->w•^ •« `YY 's.+^. -t --r,^ - . 4 P >.Y - a t t. ----f r Paas r I IN s ' - :SX SI . G.SUgAENUNK ..... ... .. .:EXISTING .2.4 :. ..R P.. �A:. .M .. .. : , - ,.: :. ... .::.::...: ::.::....:.'...: ::. :.... .PROPOSED ETA(:.. ' PULL BOX ;, }-' I �l :'-1 i SUDDENLINK CONDUIT FIRE HYDRANT ROLL -UP ODOR — 1, t t 6' 1 «a 3 L 5 5 i � ra BIKE a - d kra r L:�� t .I (�, i:-r_•yl'_ 1 x,.. :x..t.F s�. i. , t , : :_ c _ _t i. . : �'�S.G�•.,a; ,.. t.� ,�&:� :_.. r.:-.. _ _ -.._ - -- - - "'' - - --. __ - _- _- -- ,-.l:'.- :.t. _ fia. m ... ..��_a.._ _... ... i � L 0: A 4 01 T.979.264.69.63 _! F.979.26 :3564. TX. FIRM # F-1443 511 UNIVERSITY (DRIVE EAST DEMENT ?AIR a -s 1 SUITE 204 PROPOSED' STANDARD'. STING' i i L 5 E COLLEGE STAT ON, TX 77840 MANHOLE ---- -- °'" IM NHOLE. �.... CONNECT: PROPOSED 8" R IDENTIAL & 1f � L .. �....e.m_ E t . " e -s I 8 -Ss a -ss g'-ss---�-. PLAN DESIGN. SPECIALISTS: IN J, ,, 6 COMMERCIAL SERVICEg�,ES--• T-�'-'— �,Ji I vrP MNHOLE2 G_ PVcEC �. EERIG�SD i HYDRAULICS PROPOSED 6" y EXISTNG 12" EXISTING CSU i ELECTRICAL HYDROLOGY+ UTILITIES « STREETS COMMERCIAL. SERVICE WATE� LIE LINE _ _.._ .- / .f/ } . (�` 1 MANHOLE SITE PLANS * SUBDIVISIONS 2- 4' PVC ECI- 4' PttC E4. 2- 4 PVCPVC Cc _ PROPOSED 8 vPv {C RESIDENTIAL SERVICE . _ " www.Pniichelland{nor an.com / .� '�" � EXISITNG..B" LINE 1 / u { AT IN Fi'' m F=1443 EXISTING SUDDENLINK: EXISTING 2" � -r t { � IiN/ ER LINE PULL. BOX_.... ISTING SUDDENLINK' EXISTING - ' WATERLINE .. , -_ , S DDEN .INK _ ,,...,.t. fr-A OF �XISTING RAM r. _. £S. , � .., _., E . I 1ST _ -... .. PEDESTAL I wA'rE t-, q i. 0 Lff PV�C�2" L vz .� - s E �• 7• _... 1 '� �.' Y!, a. ,.: . -_�.< [ ._ • Y. t : ... z. SD Cts y [� ..NPLANTING AREA EX(STING ROWVE I 0 N . CONDUIT , (STING ❑ Yc. t II I i $ 1 VERONICA- J: B. MORGAN. L t. t. � ER ZON - I -5n— �F V' SL V _. t t. VAULT t EXISTING GRAVEL DRNEW 77.689' ; I VEME NT AIR � �Cr PR t o. -r G REP r T , k: S _ T r,��=z� t'r � � t t - t F,. .i:i- .,� 'a et - „; ss , •N . �I��ryy z t P �d� � � - � tx t ._ i' `t 6,�: F 6 •i.. � -{ T RM LIGHT ONNECT PRQP`. >`JB . POLES ATERLINE TOS R (r� _ }`12 WATERLINEi t 'y ~M t24" RC� STORM �I PLANTING iii n AREA APRIL 2014 ,z ut x�. ' Designed, by: VJBM EXISTING 48"x36" Drawn By: JUJ,KB STORM Checked By:VJBM,JM elDRAIN 'EXISTING, 6. HIGH PRESSURE. AS i MAIN � r Lit EXISTING } }� REFER TO LANDSCAPE c ! r t APARTMENT -' PLAN FOR. PATTERNED' EXISTING 3' ow SIDEWALK DETAILS. PRESSURE G COMPLEX LINE '. a a, P•) . t + � O �! C -q PRO SED �. 5�t F Ft w r ks r� P A.E VARIES) s LL EXISTING hIT01,11 'SUDDENLINK. �CONDUITo, tN zL m u1i 0: EXISTING 2-4" PVC CSU n- p m ELECTRICAL. CONDUIT - 7 1 NEW CONCRETE 4 0— AND CURB " -4 PROPOSED J T t� j ELECTRICAL pui I BOX F ¢P Qi < } TREE GRATE `. (TYP) " '13 ffc G ; " (STING ASSUMED' GAS C0 r CONNECT PROPO EDO . t SERVICE LINE C EXISTISNGR SERVICE LINE T a 0' Ci. ,0 .> }ry VERIZON O O N . �Y y DUCTS 1 0 to CO' I �� tt REFER TO LANDSCAPE��:. is PLAN FDR PATTERNED Z: Z LrJ' W � EXISTIG 12". WATEF>� LINE O O _ k }} r, 'f PROPOSED 2-4" PVC CONDUIT t t j PROPOSED '2-4 CANOPY�� PVC ELECTRICAL CONDUIT.,. MUST. BE. BORED UNDER DRIP .+...I 13' LINE OF TREE A5 SHO N' COLUMN iYP. � � r f 1. inch = 20 feet- g (STING TREE TO BE PROTECTED WITH ( 1 TREE PROTECTION t �) FENCING AS SHOWN EXISTING STORM moi/ 10 CURB INLET C �` NCE APPROXIMATE UNION PACIFIC RAILROAD PROPERTY LINE P.A.E (VAR( S) VI. TR105.0 R�QnpA��� �uVL412/ES).. 'c AISLE WIDTH PARTIALISI I T E PLAN -SOU Note: The contractor Is responsible for traffic control in accordance with TMUTCD. The contractor must. prepare and submit a traffic control plan for the work on First Street and any other street where a full or partial closure will be performed. This plan must be reviewed and. approved by the Engineer of record and the City Engineer prior to implementation. CONNECT PROPOSED 2" GAS - EXISTING 3' LOW SERVICE LINE TO EXISTING 3" CONNECT PROPOSED 8" PRESSURE GAS LINE G155: LOW PRESSURE GAS LINE 3 -mac.. ?-CAS' - - 3 GAS. ®J- ..... i -GAS' ---- --- 1 GAs . 3��p$ _ - 3, SEWER SERVICE LINE TO "" PROPOSED 2" GAS - EXISTING 8" SEWER LINE EXISTING MANHOLE SERVICE LINE a -ss &=S5 _ .. 8-85 a- PAVEMENT FIRST STREET ABANDONED PROPOSED 6" 2-6' PVC CSU EC �a REPAIR d» (40' R.O.W. ) SWER LINE ELECTRICAL.CDUIT-g_a>:%-EC -EC _6" -PVC -EC ,.. 2 & PROPOSED 4S/FLIE RESIDENTIAL PROPOSED 8" SEWER REFER TO LANDSCAPE SERVICE LINE WITH 3" 2-4"' PVC CSU PLAN FOR PATTERNED METER AND VAULT SERVICE LINE ELECTRICAL CONDUIT SIDEWALK DET LS, ,.a. , .. a Pva I c 2 :4 wvC en 2_ a' avc sc 2- 4" PVC Cc 2-.4 > �yc: ec s- a' pvc Ec: �- 4 avc �a _' 4,4' ' .. _ 2- 4",PVC CC.--_. 2-:4" PVC' EC- 2- 4' P .. 2- i PYC- EC :- .. PYC. EC 2- 4, PVC EC .. - CONNECT PROPOSED 8" PROPOSED PROPOSED 6" ABANDONED EXISTING 6" ABANDONED PROPOSED 343 LF PROPOSED ABANDONED wATE.RIJNE TO EXISTING PROPOSED: 8' FIRE LINES 2 TRASH CAR O WATER LINE WATER LINE WATER LINE .. °° CLEAN OUT CURB CONSTRUCTIDN WATER LINE 6"WATERLINE WATERLINE RAMP 6 CYC b • i� > + 'r .1- 5- ! _ E t ' .: -•y...- .�. t' Y _ ._.. [Yt F+-, ' . 1 `' a t 1 i i t. t r• 1 ! i t.. i Ai W � +3. ,4} ,C �-s.+.»i.^->w•^ •« `YY 's.+^. -t --r,^ - . 4 P >.Y - a t t. ----f r Paas r I IN s ' - :SX SI . G.SUgAENUNK ..... ... .. .:EXISTING .2.4 :. ..R P.. �A:. .M .. .. : , - ,.: :. ... .::.::...: ::.::....:.'...: ::. :.... .PROPOSED ETA(:.. ' PULL BOX ;, }-' I �l :'-1 i SUDDENLINK CONDUIT FIRE HYDRANT ROLL -UP ODOR — 1, t t 6' 1 «a 3 L 5 5 i � ra BIKE a - d kra r L:�� t .I (�, i:-r_•yl'_ 1 x,.. :x..t.F s�. i. , t , : :_ c _ _t i. . : �'�S.G�•.,a; ,.. t.� ,�&:� :_.. r.:-.. _ _ -.._ - -- - - "'' - - --. __ - _- _- -- ,-.l:'.- :.t. _ fia. m ... ..��_a.._ _... ... i � L 0: A 4 01 T.979.264.69.63 _! F.979.26 :3564. TX. FIRM # F-1443 511 UNIVERSITY (DRIVE EAST DEMENT ?AIR a -s 1 SUITE 204 PROPOSED' STANDARD'. STING' i i L 5 E COLLEGE STAT ON, TX 77840 MANHOLE ---- -- °'" IM NHOLE. �.... CONNECT: PROPOSED 8" R IDENTIAL & 1f � L .. �....e.m_ E t . " e -s I 8 -Ss a -ss g'-ss---�-. PLAN DESIGN. SPECIALISTS: IN J, ,, 6 COMMERCIAL SERVICEg�,ES--• T-�'-'— �,Ji I vrP MNHOLE2 G_ PVcEC �. EERIG�SD i HYDRAULICS PROPOSED 6" y EXISTNG 12" EXISTING CSU i ELECTRICAL HYDROLOGY+ UTILITIES « STREETS COMMERCIAL. SERVICE WATE� LIE LINE _ _.._ .- / .f/ } . (�` 1 MANHOLE SITE PLANS * SUBDIVISIONS 2- 4' PVC ECI- 4' PttC E4. 2- 4 PVCPVC Cc _ PROPOSED 8 vPv {C RESIDENTIAL SERVICE . _ " www.Pniichelland{nor an.com / .� '�" � EXISITNG..B" LINE 1 / u { AT IN Fi'' m F=1443 EXISTING SUDDENLINK: EXISTING 2" � -r t { � IiN/ ER LINE PULL. BOX_.... ISTING SUDDENLINK' EXISTING - ' WATERLINE .. , -_ , S DDEN .INK _ ,,...,.t. fr-A OF �XISTING RAM r. _. £S. , � .., _., E . I 1ST _ -... .. PEDESTAL I wA'rE t-, q i. 0 Lff PV�C�2" L vz .� - s E �• 7• _... 1 '� �.' Y!, a. ,.: . -_�.< [ ._ • Y. t : ... z. SD Cts y [� ..NPLANTING AREA EX(STING ROWVE I 0 N . CONDUIT , (STING ❑ Yc. t II I i $ 1 VERONICA- J: B. MORGAN. L t. t. � ER ZON - I -5n— �F V' SL V _. t t. VAULT t EXISTING GRAVEL DRNEW 77.689' ; I VEME NT AIR � �Cr PR t o. -r G REP r T , k: S _ T r,��=z� t'r � � t t - t F,. .i:i- .,� 'a et - „; ss , •N . �I��ryy z t P �d� � � - � tx t ._ i' `t 6,�: F 6 •i.. � -{ T RM LIGHT ONNECT PRQP`. >`JB . POLES ATERLINE TOS R (r� _ }`12 WATERLINEi t 'y ~M t24" RC� STORM �I PLANTING iii n AREA APRIL 2014 ,z ut x�. ' Designed, by: VJBM EXISTING 48"x36" Drawn By: JUJ,KB STORM Checked By:VJBM,JM elDRAIN 'EXISTING, 6. HIGH PRESSURE. AS i MAIN � r Lit EXISTING } }� REFER TO LANDSCAPE c ! r t APARTMENT -' PLAN FOR. PATTERNED' EXISTING 3' ow SIDEWALK DETAILS. PRESSURE G COMPLEX LINE '. a a, P•) . t + � O �! C -q PRO SED �. 5�t F Ft w r ks r� P A.E VARIES) s LL EXISTING hIT01,11 'SUDDENLINK. �CONDUITo, tN zL m u1i 0: EXISTING 2-4" PVC CSU n- p m ELECTRICAL. CONDUIT - 7 1 NEW CONCRETE 4 0— AND CURB " -4 PROPOSED J T t� j ELECTRICAL pui I BOX F ¢P Qi < } TREE GRATE `. (TYP) " '13 ffc G ; " (STING ASSUMED' GAS C0 r CONNECT PROPO EDO . t SERVICE LINE C EXISTISNGR SERVICE LINE T a 0' Ci. ,0 .> }ry VERIZON O O N . �Y y DUCTS 1 0 to CO' I �� tt REFER TO LANDSCAPE��:. is PLAN FDR PATTERNED Z: Z LrJ' W � EXISTIG 12". WATEF>� LINE O O _ k }} r, 'f PROPOSED 2-4" PVC CONDUIT t t j PROPOSED '2-4 CANOPY�� PVC ELECTRICAL CONDUIT.,. MUST. BE. BORED UNDER DRIP .+...I 13' LINE OF TREE A5 SHO N' COLUMN iYP. � � r f 1. inch = 20 feet- g (STING TREE TO BE PROTECTED WITH ( 1 TREE PROTECTION t �) FENCING AS SHOWN EXISTING STORM moi/ 10 CURB INLET C �` NCE APPROXIMATE UNION PACIFIC RAILROAD PROPERTY LINE P.A.E (VAR( S) VI. TR105.0 R�QnpA��� �uVL412/ES).. 'c AISLE WIDTH PARTIALISI I T E PLAN -SOU I I I I . I � PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-1 1 0, ALUMINUM I DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. I I � I AND WELLBORN RD, N=10211269.2311, E=3548882.9806, Z=345.87, PROJECT � I I COORDINATE: X= 548882.9806, Y= 211269.2311, ELEV.= 345.87 . I . 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I i City of College Station Speclifications: I � I 11 11 I 11 . r__ � rVLL MOZ-101 VAULlo- INLtiL VALILI�:i VVILL Or- OU A -t0 AJO I "CITY 0 � DEPTH H10 OR BETTER RAT D, OPEN BOTTOM WITH r_ %� I OF COLLEGE STATION FIBER OPTICS" RAISED LETTER ON It- . I FINAL GROUND GRADE AND INI'll 5" PEA SIZE GRAVEL IN � I � BOTTOM OF VAULT. AN 8' GROUND ROD WILL BE PLACED IN - �O �p. 11, � EACH VAULT, 1' EXPOSED ABOVE PEA GRAVEL. I I *f- r I � I � / �// I CONDUIT SPECIFICATIONS- 41" SCHEDULE 40 PVC WITH 4-1 " � C: , � INTERDUCTS WITH LOW F ION, POLYESTER FIBER PULL TAPE, rn � � 11 600 PSI TENSILE STRENGTH. A TRACER, WIRE, 1 OAWG . i www.mitchellandm(irqon.com I INSULTED, WILL BE PLACED N,ITH THE INTERDUCTS. THE 4" I EXISTING 4' DUCTS WILL BE PLACED WITH 1 A MINIMUM OF 42" OF COVER STA I IMPED WARNING TAPE I PLACED 1' BELOW THE FINAL I CONCRETE � GROUND GRADE WITH "FIBER� OPTIC LINE" PRINTED ON IT . SIDEWALK 11 REPEATEDLY. 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STORM DR,41. ;110 / I - _ff�fl - -�rmn - � .L-----�, I .111 11 �17� " - - ... �_, I * --jr- I2 -WL---__, . I-,' - _? -,tA- -, � 'I'M � -11, I/N _. _....... I -1 __ __ -------- - AINCI 1IX3 __ / \ - ­ 12 :,-;, i _r __ i �f \ �� I . . "'is ]Nf`7 STORM ____ ____ 11WHI r- -6 1 1 i `\ " _____� I - i ;!,; : __� 1 : : I � 2 ­ CL 0- a- - E I r- A.:) I . k-, r r-, t- z . I '.. �v . . -0pl, D RA I 1\1 J U N CT I 0 1 I Q Q W 0 - ; � :11 ! fu I / I H Y D IR! -A N I- "-,- PROP. FIBER OPTIC ILINIE I i CAUTIONHHH! I �, .. I . .- . ­ _­ ­ . I I " 1� � : -1 : ,� t i . , I " fl 8 -- �.; : ; PROPERTY LINE H BOX I ID 4 I I� , - 'i I . . I EXISTING ,-, I I . . t - " H i, .! ill �) - -, P - PULL 'VAUL, (B',' 0 TI -1 E IRS-, " EXISTING ` - :5 0 " - - ,-Nr .. I ! I H 1. -- 1_ \ / : i , :. 1 CALITIONHHH. \,I 47 1 \ t TREE GRATES z: , ", C � I . I UNDERGROUN 1 i N; , 0 i: I I R C P 5z I ,C) R M D RA 1 1' ' 11 / i D __ ":) i. i: � � :i EXISTING 12" i; :i � , J" WATER SERVICE z I Wellborn Ro :i : FIBER OPTIC I (TYP) ! ", 01' / I I I I I a d 1: WATER LINE I 010 � 0, - I � �., I,`- � - Variable -Width ; , 'EXISTING I -T,-' - W -i I I � Public Ri !j: __ 1 7 .::) I UIR I'vi E X I Sl- I N G- ght-of-W - � 0 . � DRAIN INLET 0 3: LIGI--IT POLE ro = . �2 '0 I I , =1 : � I : . - H.�EADWALL i ',"'MATE LINI(DN PACI�k- � 1. 0 I- A. P !:� R 0 �A, t, 1 . : . , zo) / � V I jj�l;- S/ TE PLA N i : U I R.AILP(,')AD PROPEEPT Ll , C_ I i I � W ir -0 U) / I � . I R ,� � 1. `­ I � 0- � 1. I - 3: / I I : I I I ,,, = . � � I - - - - - - - - F - - ----------_ _______________________�_ I . I i Il. llfirll.ff - - I . - -------------------_------ ! . : I � . � E X I S T 1 N1 G - i LIGHT POLE 7 * I I I , , i- KE-YPAD - GATE__ D I : i EINI � RY � . I . 3 I i i � � I i i I . i 4 ! I ' MITCHELL I 1 1 1 1 I I ; I i I � ! I I I i I � &Fhq_1kMA I ! - : I I I ; I : . I MORGAN I I I � . I i � i : T.979.260.�:6963 I F.979.260.13564 � TX. FIRM # F-:1443 :: : 511 UNIVERSITY IV I I SUITE I i ,OLLEGE STATION, !TX ' i 77840 ; i I ALISTS IN CIVIL ENGINEERING * 14YDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SLIEICIVISIONS I i www.mitchellandm(irqon.com Firm �17-1443 1 ;3/25/14 \ ...... -"-. �_ _p, ,�,. , , I _*_ 0) . ... * .* W ii - H. .��: ........................... I ... 1: VERONICA J.B. MORGAN ; : .......... .................... . .,3% ,P 77689 o IV. � / .q -T \' , ... ... .... l� 'L 0 . _� - I 't])I: L�1", 11 01) .::: L I . �. L I .: L . Designed by: VJBM Drawn By: JUJ,KB Checked By:VJBM,JM i : : . I i - 11 I . 0 11 i ! I _j (z) t�, . . CD U0 CD --iiiiii -S 0 0 (D fl- Ll- CY) . L, I-- =1 � �J- - U) X _0 0 - �__ Q) L z 01 - L_ . C C: � L U " 0 W � 0 U: M U3 () a- :3 (1) < LC) 0 L_ --- I- = I F, co 1: n i in 1! �: i: I ! : i L I .. L ! I W c I .: : : ! : ! ! i i i i ; I 1 ! : i , .: : � ; :: i: � ii �i , 0 : i V) � : : *5 Q) 1 i: I ry I I � I - L I I I I �i ! i, : : ;� I : : ! : i : : ! i i ; i i i I i I! 1� I I : . : i i : ; ; i . � ! : � I � Lj_j . �___ ;:�I d L:, ,�� �'D � ____ - --- - -11 ; �� ! __ ___ - I Z ,�, : Q� ....11lllllllllll, z In (�) I Q, z: . "�< (..D : i: k, I I i i t I j i :z i "IC::::::� v__.. ft.,� � i Q 11 i :2� -�_ � ! � I L.J.j I - 1 U) "Z-� � ,;< QD (:::) Z, 11 (-'�) 11 , Q, i I i I �Q : ! i : i i : : i i : :1 :: i� 1: 11 ii i 1! ; I �� I [I I I . L L 1 14. U � I L � 7-3 i 1411 I C/i--T1_../ 4�� 4' PVC CONTINUOUS DRAINLINE TO NEAREST STORM DRAIN PVC TEE CONNECTED TO DRAINLINE TREE TRUNK ROOT BALL 4" ADS DRAIN PIPE W/ FILTER WRAP GRAVEL FILL EDGE OF PAVEMENT 1 3 TREE WELL PLAN NOT TO SCALE FINISH GRADE 4•• MULCH LAYER �! COMPLETELY EXCAVATE BED AREA AND BACKFILL WITH PLANTING MIX : - - - r \. MOVE AND r v REPLACE PROTECTION _ `� -\� " — ,.,•Ile FENCE AS NECESSARY FOR TRENCH EXCAVATION I TREE ROOT BALL SET 2.,,, ABOVE FINISH GRADE WATERING SAUCER AROUND ._ .. �(i / v EDGE OF PIT - 4' HIGH 7. FINISH GRADE 2" MUL+:,H PIPE BEDDING AND BACKFILL OPEN LML ITY TRENCH HALF DISTANCE OF PER COM SIDS. WITHIN TREE PROTECTION t 8" on Small Islands PLANT SPAGING 15" on Large Islands ZONE � re: triangular spacing detail SHRUB/ OROUNDCOVER PLANTING ro TRENCH EXCAVATION SCALE N.T.S. MINIMUM DISTANCE PARKING ISLAND TREE DTAIL FROM TREE TRUNK TO EDGE OF UTILITY TRENCHNOT TO SCALE PLANT MATERIAL (� OPEN UIIUTY TRENCH PLANTING AREA I ( WITHIN TREE PROTWTION RE: PLANTING PLAN I ( ZONE REE ' I I STAKE TREE PROTECTION FENCING ` • I I �'�.� ��/ BLACK RUBBER TIE •O• I I ``� r..-""" TREE GUY 8' STEEL TEE POST - (3) per tree ri I=M=r -11=LL I I l TREE ROOT BALL SET 2" ElI1=III=III- .. -. . :I I=III=III=1 I I! I-1 I I-1 I j I I --/% ABOVE FINISH GRADE /" WPTERING SAUCER AROUND -11=1 I :IMIEE I i=1 I I I 11=1 11=1 I I=1 I I EDGE OF PIT - 4'"HIGH hI I=1 I=1 I I I=1 1=1 i=1 1=1 1- FINISH GRADE NOT TO SCALE TRENCH WIDTH = PIPE —._.._......._.._ CONCRETE CURB OAAMETER + 2A•' crym SHRUB BED/ HEARD -IN PARKING NOT TO SCALE TREE TRUNK * MINIMUM DIA. (IN) DISTANCE < 6" 3 FEET 6" DIA. < 20" 0.75 FEET PER PIA -INCH > 20" CONSULT ARBORIST R �un'� trn.w r�.�rhu■o•�n�. . n•:■I ,�Ktwnna �4.. SLOPE11 •P, EDGE F1` •• ����� •••�� �r"� I� it HOLE e o o op o o e O 4' PVC CONTINUOUS DRAINLINE TO NEAREST STORM DRAIN PVC TEE CONNECTED TO DRAINLINE TREE TRUNK ROOT BALL 4" ADS DRAIN PIPE W/ FILTER WRAP GRAVEL FILL EDGE OF PAVEMENT 1 3 TREE WELL PLAN NOT TO SCALE FINISH GRADE 4•• MULCH LAYER �! COMPLETELY EXCAVATE BED AREA AND BACKFILL WITH PLANTING MIX : - - - r \. MOVE AND r v REPLACE PROTECTION _ `� -\� " — ,.,•Ile FENCE AS NECESSARY FOR TRENCH EXCAVATION I TREE ROOT BALL SET 2.,,, ABOVE FINISH GRADE WATERING SAUCER AROUND ._ .. �(i / v EDGE OF PIT - 4' HIGH 7. FINISH GRADE 2" MUL+:,H PIPE BEDDING AND BACKFILL OPEN LML ITY TRENCH HALF DISTANCE OF PER COM SIDS. WITHIN TREE PROTECTION t 8" on Small Islands PLANT SPAGING 15" on Large Islands ZONE � re: triangular spacing detail SHRUB/ OROUNDCOVER PLANTING ro TRENCH EXCAVATION SCALE N.T.S. MINIMUM DISTANCE PARKING ISLAND TREE DTAIL FROM TREE TRUNK TO EDGE OF UTILITY TRENCHNOT TO SCALE PLANT MATERIAL (� OPEN UIIUTY TRENCH PLANTING AREA I ( WITHIN TREE PROTWTION RE: PLANTING PLAN I ( ZONE REE ' I I STAKE TREE PROTECTION FENCING ` • I I �'�.� ��/ BLACK RUBBER TIE •O• I I ``� r..-""" TREE GUY 8' STEEL TEE POST - (3) per tree ri I=M=r -11=LL I I l TREE ROOT BALL SET 2" ElI1=III=III- .. -. . :I I=III=III=1 I I! I-1 I I-1 I j I I --/% ABOVE FINISH GRADE /" WPTERING SAUCER AROUND -11=1 I :IMIEE I i=1 I I I 11=1 11=1 I I=1 I I EDGE OF PIT - 4'"HIGH hI I=1 I=1 I I I=1 1=1 i=1 1=1 1- FINISH GRADE NOT TO SCALE TRENCH WIDTH = PIPE —._.._......._.._ CONCRETE CURB OAAMETER + 2A•' crym SHRUB BED/ HEARD -IN PARKING NOT TO SCALE TREE TRUNK * MINIMUM DIA. (IN) DISTANCE < 6" 3 FEET 6" DIA. < 20" 0.75 FEET PER PIA -INCH > 20" CONSULT ARBORIST GAP RAIL COMPACTED OR t UNDISTURBED OR COMPACTED 5 TRENGH EXCAVATION UNDISTURBED SOIL U SOIL 12" TO BOTTOM 12" TOC TER NOT TO SCALE EDGE OF PITI OF S KE POST NOTES: 1 - PVC DRAIN LINE TO BE PERFORATED �-� C PLANTING TREE PIT ONLY. LINE BETWEEN PITS TO BE SOLID PIPE. STANDARL TREE i� LANTING DETAIL T NOT TO SCALE y JOE 3" X 3" ED WIRE MESH ` - '�.� O BLACK RUBBER TIE ``'•.' % TREE GUY TUBULAR 8 STEEL TEE POST - (3) per tree �. MIDRAL �. L ys �,. TREE ROOT BALL SET 2"" 1) Planting loll mixture shall be one of the following: 1 ..,..if .� ABOVE FINISH GRADE landscape i"Iix 4' PVC SEWER PIPE ROOT BARRIER. TOP EDGE OF "Premium Bed Mix' by or "Ultra Soil" by iving BARRIER TO EXTEND 1" ABOVE The Ground Up, Contact Earth Technology Group. UNDERSTORY PLANTING TOP OF PERPARED SOIL. SEE PLANTING PLAN (CURB SIDE fl.: BACK SIDE OF PLANTER) at 832-24:7-2574 Gontact at 713-466-7360 or 281-342-6113 2" MULCH CONCRETE 2) Bidding contractors be advised that all new tree mate) ial is to be container -grown XR�EGLE corresponding to stated root ball sizes as recognized by industry standards. This shall exclude all 13$13, machine moved, or trans -planted trees from the bidding process unless • —' otherwise indicated on the plan. The installation contractor shall be prepared to provide pmeets these requirements and that no variations or substitutions have been made. hotographs of Intended plant material along with signed clarification that plant material LATERAL LINE \� \\ � • ' . II I I , . \\ \� j\� j\��� TUBULAR WIRE CONDUIT \/ \/ \ COMPACTED SUBGeADE 3) The Landscape Contractor doing the Installation of this work shall submit to Ku dela BorroM RAIL ����j \��� Weinhelmer information regarding sourcing of plant mgterial. All plant material must be MAINLINE \ PREPARED SOIL in6,'MIX container grown and approved at the source of growth by Kudela Weinhelmer. Tree PERFORATED DRAINLINE WITH material meeting the specifications will be tagged with Ila serialized locking tag at the FILTER FABRIC BETWEEN FILTER FABRIC SOCK nursery by <udela $ Weinhelmer. Plants arriving ai the job site without these tags will GRAVEL BED AND 4" DIA. PVC DRAINAGE LINE - SLOPE be categorically rejected at contractors expense, PREPARED SOIL MIX. 9 Y re � p TREE PIT @ 170 TO NEAREST STORM DRAIN 4) If the planting plan does not agree with the plant list the quantities Indicated graphically 1'-(5" HT. X 4'-O" DIA. COMPACTED SOIL on the planting plan shall govern. GONE SUPPORTING TREE ROOT BALL 5) Contractor Is responsible for the grading of parking lot Islands and setbacks. Grade TYPICAL OREEN SCREEN 4 TREE WELL SECTION changes shall range from 8" to 15" above the curb depending on the size of the island. Select topsoll shall be used for these berms. See Parking Island Tree Detail SCALE: 112'= 1'-01 ELEVATION NOT To SCA E 6) All disturbed areas are to receive four Inches of tops I II, mulch, sod or hydromulch (depending on the area), and watered until a healthy strand of grass Is established. ` AIN AT E I t IGATE s 5 K i S, s, E PERMIT r $ TT //��������������WD,_ET A$$�� WEINHEIMER ING 2" MULCH R �un'� trn.w r�.�rhu■o•�n�. . n•:■I ,�Ktwnna �4.. SLOPE11 •P, EDGE F1` •• ����� •••�� �r"� I� it HOLE GAP RAIL COMPACTED OR t UNDISTURBED OR COMPACTED 5 TRENGH EXCAVATION UNDISTURBED SOIL U SOIL 12" TO BOTTOM 12" TOC TER NOT TO SCALE EDGE OF PITI OF S KE POST NOTES: 1 - PVC DRAIN LINE TO BE PERFORATED �-� C PLANTING TREE PIT ONLY. LINE BETWEEN PITS TO BE SOLID PIPE. STANDARL TREE i� LANTING DETAIL T NOT TO SCALE y JOE 3" X 3" ED WIRE MESH ` - '�.� O BLACK RUBBER TIE ``'•.' % TREE GUY TUBULAR 8 STEEL TEE POST - (3) per tree �. MIDRAL �. L ys �,. TREE ROOT BALL SET 2"" 1) Planting loll mixture shall be one of the following: 1 ..,..if .� ABOVE FINISH GRADE landscape i"Iix 4' PVC SEWER PIPE ROOT BARRIER. TOP EDGE OF "Premium Bed Mix' by or "Ultra Soil" by iving BARRIER TO EXTEND 1" ABOVE The Ground Up, Contact Earth Technology Group. UNDERSTORY PLANTING TOP OF PERPARED SOIL. SEE PLANTING PLAN (CURB SIDE fl.: BACK SIDE OF PLANTER) at 832-24:7-2574 Gontact at 713-466-7360 or 281-342-6113 2" MULCH CONCRETE 2) Bidding contractors be advised that all new tree mate) ial is to be container -grown XR�EGLE corresponding to stated root ball sizes as recognized by industry standards. This shall exclude all 13$13, machine moved, or trans -planted trees from the bidding process unless • —' otherwise indicated on the plan. The installation contractor shall be prepared to provide pmeets these requirements and that no variations or substitutions have been made. hotographs of Intended plant material along with signed clarification that plant material LATERAL LINE \� \\ � • ' . II I I , . \\ \� j\� j\��� TUBULAR WIRE CONDUIT \/ \/ \ COMPACTED SUBGeADE 3) The Landscape Contractor doing the Installation of this work shall submit to Ku dela BorroM RAIL ����j \��� Weinhelmer information regarding sourcing of plant mgterial. All plant material must be MAINLINE \ PREPARED SOIL in6,'MIX container grown and approved at the source of growth by Kudela Weinhelmer. Tree PERFORATED DRAINLINE WITH material meeting the specifications will be tagged with Ila serialized locking tag at the FILTER FABRIC BETWEEN FILTER FABRIC SOCK nursery by <udela $ Weinhelmer. Plants arriving ai the job site without these tags will GRAVEL BED AND 4" DIA. PVC DRAINAGE LINE - SLOPE be categorically rejected at contractors expense, PREPARED SOIL MIX. 9 Y re � p TREE PIT @ 170 TO NEAREST STORM DRAIN 4) If the planting plan does not agree with the plant list the quantities Indicated graphically 1'-(5" HT. X 4'-O" DIA. COMPACTED SOIL on the planting plan shall govern. GONE SUPPORTING TREE ROOT BALL 5) Contractor Is responsible for the grading of parking lot Islands and setbacks. Grade TYPICAL OREEN SCREEN 4 TREE WELL SECTION changes shall range from 8" to 15" above the curb depending on the size of the island. Select topsoll shall be used for these berms. See Parking Island Tree Detail SCALE: 112'= 1'-01 ELEVATION NOT To SCA E 6) All disturbed areas are to receive four Inches of tops I II, mulch, sod or hydromulch (depending on the area), and watered until a healthy strand of grass Is established. ` AIN AT E I t IGATE s 5 K i S, s, E PERMIT r $ TT //��������������WD,_ET A$$�� WEINHEIMER ING o', AREA INDICATED WITH HATCH OVERAGE OF GROUNDCOVER, I DECORATIVE PAVING, DECORATIVE NOT IN SCOPE OF WORK, RE: 7K, OR PERENNIAL GRASS IS CIVIL $ ARCH PLANS REQUIRED IN PARKING LOT ISLANDS, SWALES $ DRAINAGE AREAS, PAP -KING MATERIALS LEGEND, RE: L1.02 LOT SETBACKS, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED EXPANSION JOINTS IN PAVER DURING CONSTRUCTION. SUB -SLAB TO BE LOCATED EVERY 20' (FT) O.G. PA PA ILI PUMP 0. ,7 it I-) A A ........... 1-1 IA D'I DIA DIA . ... ........ j -1- I< s 4 1 u TRASH -- „ M AL IU MAINT. IV% x-1 7-7 ;> NP K;y 1! ....... ij -A m --N v )�l 'n 17 Mm ............. M \J L kyl-ill" .......... R .... ...... j it j -lN. ff \lfV \A/ v Di D i.3 1 U' 7j ....... . ....... ...................... ........... .......... ........... .............. La:.m ........................ DO NOT TIE FENCES INTO COLUr M ..... . ..................................... ................... ...................... ... . ........ ........... .. -\ll.--!l.! ... . ................ ............... ....... .. .. .. t M g PLACE POSTS NEXT TO COLUMN Zl� ... ............... ........... ........ . . ....... li rill If ji liv I I A 3" GAP op -.-J ....... ... .... r.. ............. . .. ...... . ....... ............ 11.] ild .. ............ ........... 0121, ..... .....1. .......... 13 A ,\ > ul'' N K I ELECT. EQUIP. RE <\ X1 20 '77 ............... . . A L.- QL0­ H 0: U S IT < 1 I I , i I I -......-.._. - - I LEASING st In 42 F.T. > 7, 777 Al 13 j/ "K if,\j ........ . . it TIE FENCES INTO COLUMN. T DO NOT PA PLACE POSTS NEXT TO COLUMN \�A ELECT. WITH A 3" GAP -,t t PA 1 DO NOT TIE FENCES INTO COLUMN. MCI! r 4:9- -4 n =iA 3--rd-MCI!40 j WELLBORN ROAD SITE PLAN SCALE 1" = 20'-0" X11 SCALE 1" = 20- 0" PLAN 666661 � 10 0 20 40 IV . . . . . . . . . . . . IN AT 3I I �lu GATU 00 B 01, XTXTXTXTXTX XT T PERMIT T & PRICING COMMENTS HEIMER N a I �IA-FtRIALS LEOEND 1 i CONCRETE SIDEWALK, 4: (IN) THICK, WITH LIGHT BROOM FINISH, DASHED LINES EJ INDICATE EXPANSION JOINTS, RE: 11L3.01 2 EXISTING ACCESSIBLE RAMP, TO REMAIN 3 ACCESSIBLE WINO RAMP. SEE CIVIL PLANS 4 ONE-WAY ACCESSIBLE RAMP WITH LIGHT BROOM FINISH, RE: 211-3.01 TWO-WAY ACCESSIBLE RAMP WITH LIGHT BROOM FINISH, RE: 7/1-3.01 ro ACCESSIBLE WING RAMP WITH LIGHT BROOM FINISH, RE: 31L3.01 7 ACCESSIBLE RAMP WITH HANDRAIL Ca) LEASING 8 CONCRETE UNIT PAVERS, HOLLAND STONE, 4" X 6 X roOMM, ON 41/2" (IN) CONCRETE SUB -SLAB, RUNNING BOND PATTERN, PAVER COLOR TO BE "RIVER RED" BY PAVESTONE. CONTACT CrD (281) 3.91-7283. SEE DETAIL 6l1-3.01, SIM _q CONCRETE UNIT PAVERS, HOLLAND STONE, 4:X 8"X OOMM, ON 41/2" (IN) CONCRETE SUB -SLAB, HERRINGBONE PATTERN, PAVER COLOR TO BE 'RIVER RED" BY PAVESTONE. CONTACT 9 (281) 391-7283. SEE DETAIL ro/L3.01, SIM 10 CONCRETE BY BOMANITE, 4-6X 48- (IN) SCOPE JOINTS, INTEGRAL 6,: RELEASE 15000RED COLOR TO BE SELECTED BY LA. CONTACT D. RIVERA CcD 713-722-0480, RE: 4/L3.01 11 5COURED CONCRETE BY BOMANITE, 24:" X 24" (IN) SCOPE JOINTS, INTEGRAL $ RELEASE COLOR",,k TO BE SELECTED BY LA*. CONTACT D. RIVERA CED 713-722-0480, RE: 4/13.01 12 SCOURED CONCRETE BY BOMANITE, 24:'X 24" (IN) SCOPE JOINTS, INTEGRAL 6,: RELEASE COLOR 'B"TO BE SELECTED BY LA. CONTACT D. RIVERA 9 713-722-0480, RE: 4/L3.01 13 STAMPED CONCRETE, 41/2' (IN) THICK, BY BOMANITE, ro' (IN) -RANDOM BOARDWALK" PATTERN, INTEGRAL 8, RELEASE COLOR TO BE SELECTED BY LA. CONTACT DAVID RIVERA Ca) 713-722-0480, RE: 4/1-3.01, SIM 14 CONCRETE UNIT PAVER, ro" X 12" X 60MM,'OITY STONE SERIES ON CIVIL SUBSLAB, FOUR COURSE 'RUNNING BOND" PATTERN, BY PAVESTONE. COLOR TO BE SELECTED BY LA CONTACT AT 261-391-7283, RE: 7/1-3.01 15 CONCRETE UNIT PAVER, 0" X 12'X 80MM,'CITY STONE SERIES ON CIVIL 5UBSLAB, "HERRINGBONE PATTERN, BY PAVESTONE. COLOR TO BE SELECTED BY LA CONTACT AT 281-391-7283, RE: 7/1-3.01 lro BULLROCK, 2"-3" SIZE, 4: (IN) THICK ON FILTER FABRIC LINER. BY SAN JACINTO STONE. ICONTACT AT 713-808-346ro., 17 FIREPIT, 15' (IN) TALL, WITH VENEER TO MATCH BUILDING $, 5 THICK CAST STONE CAP, RE:1/L3.02 18 RAISED PLANTER, 18" (IN) TALL, IN PLANTING AREA, WITH VENEER TO MATCH BUILDING s . CAST STONE CAP. RE: 5/1-3.02 19 POURED IN PLACE CONCRETE STEPS WITH SMOOTH RUB RISERS � SIDES, TREADS TO RECEIVE LIGHT BROOM FINISH 20 CHEEK WALL WITH VENEER TO MATCH BUILDING $ CAST STONE CAP AT STEPS 21 NOT USED 22 RAISED WATER FEATURE, 48" (IN) TALL WITH TILE VENEER, CAST STONE CAP 23 ORNAMENTAL IRON POOL PEDESTRIAN GATE: 4'-ro" TALL. RE: DETAIL 2/1-3.03 24 ORNAMENTAL IRON POOL FENCE: 4'-ro" TALL. RE: DETAIL 3/1-3.03 25 ORNAMENTAL IRON PEDESTRIAN GATE, 6 (FT) TALL: RE: DETAIL:1/L3.04 200 ORNAMENTAL IRON PERIMETER FENCE, 0' (FT) TALL. RE: DETAIL 3/1-3.04 27 ORNAMENTAL IRON VEHICULAR DOUBLE SLIDING GATE, 0' (FT) TALL. RE: 1/1-3.03 28 SQUARE COLUMN, 24:' (IN) THICK, 7 (F7) TALL WITH VENEER TO MATCH BUILDING 3" (IN) THICK CAST STONE'CAP 29 METAL FRAME GREEN SCREEN, 9-ro" TALL, RE: 2/L3.04 3111 POOL WALL WITH CAST STONE COPING, CONTRACTOR TO PRO\/IDE!B2O/SF WATERLINE TILE ALLOWANCE 31 POOL STEPS WITH CUSTOM ALUMINUM HANDRAIL, RE: 3/1-3.02 32 POOL BENCH, RE: 4/1-3.02 33 POOL SUN SHELF, RE: 2/13.02 34 POOL SUN SHELF WITH WATER BUBBLERS TO BE SELECTED BY POOL CONTRACTOR, RE: 2/1-3.02,51M 35 POOL TILE AT BOTTOM OF POOL, TO BE SELECTED BY LA, CONTRACTOR70 PROVIDE $5/SF ALLOWANCE 30 COOK STATION W/ GRANITE COUNTER TOP AT POOL 37 STANLES5 STEEL BUILT-IN PROPANE GRILL, MODEL NO.'EBOBOAR-L! W/ INSULATION JACKET MODEL NO. 'E301 -I' AND STAINLESS DOUBLE ACCESS DOORS BY O.C.I. GONTAC MANNA DISTRIBUTORS, INC. AT (713-977-3318) 38 CEDAR TRELLIS, 0-ro"TALL, ABOVE COOKING AREA AT POOL 39 POOL UMBRELLA 9-6" SQUARE, MODEL #GO9-DMT, CONTACT FIM -UMBRELLAS AT 250-821-8844, COLOR TO BE SELECTED BY LA. 40 PEDESTRIAN BENCH, 72- (IN) LONG BY VICTOR STANLEY, INC., MODEL #RB -28 OR EQUIVALENT, SUBJECT TO APPROVAL BY ADMINISTRATOR 41 TRASH RECEPTACLE, 36 GAL., BY MOTOR STANLEY, INC., MODEL #5-42 OR EQUIVALENT, SUBJECT TO APPROVAL BY ADMINISTRATOR 42 TREE ORATE, (30" (IN) WITH SUB -ORATE LIGHTING BY NEENAH FOUNDRY Go., MODEL #R -8738-A1 OR EQUIVALENT, SUBJECT TO APPROVAL BY ADMIN15TP-ATOR 43 BIKE PACK BY MOTOR STANLEY, INC, 112-1/4" (IN) LONG, MODEL #BP -C;5-109 OR EQUIVALENT, SUBJECT TO APPROVAL BY ADMINISTRATOR, BIKE RACK FOOTINGS TO BE EMBEDDED INTO CONCRETE. 441 GALLBOX, BY OTHERS 45 POOL SAFETY EQUIPMENT LOCATION, BY POOL CONTRACTOR, TO BE INSTALLED IN ACCESSIBLE LOCATION NOT TO EXCEED MAX 54: AFF FOR PARALLEL APPROACH OR 46 AFF FOR FORWARD APPROACH 40 EMERGENCY SHUTOFF FOR FIRE PIT 911 EMERGENCY TELEPHONE, MODEL SP -3000 TOWERMOUNT BY KINGS III EMERGENCY 0 COMMUNICATIONS, WHEN INSTALLED NOT To EXCEED MAX 54" AFF FOR PARALLEL APPROACH OR 48" AFF FOR FOP -WARD APPROACH. CONTACT AT 80ro-354-0473 0 ACCESSIBLE POOL SLING LED POOL. PROVIDE SLEEVE AND GAP FOR FUTURE USE. PA PLANTING AREA RE: PLANTING PLAN [no Em DRAINS, RE: GRADING PLAN k III 1HUI` 1 ul. MATGHLINE SHEET L1.01 POOL GOURTYARD SCALE 1"= 10 - 0" SCALE 1" PLAN 5 0 10 20 NA IGA 1-kilil-T CES E PERMIT IIT & PRICING rCOMMENTS NOTE: 4-1/2 CONCRETE PAVING W/ #3 REBAR, 60MM REQUIRES 31/2" (IN) LEAD DOWN —PLANTING MIX, SEE PLANTING PLAN 80MM REQUIRES 41/2" (IN) LEAD DOWN CONTINUOUS 18" O.C.E.W. SEE DETAIL 1/L3.01 MORTAR SET, FIRST TWO COURSES, 1" (IN) THICK SAND LEVELING LAYER ADJACENT TO PLANTING BEDS -- CONCRETE UNIT PAVERS, SEE CO CRETE SIDEWALK. CONCRETE UNIT PAVERS, SEE MATERIALS PLAN MATERIALS PLAN 1/4" (IN) REDWOOD EXPANSION V IES - SEE LAYO Tom- JOINT FULL DEPTH OF SIDEWALK W/ SELF LEVELING CAULK 1" (IN) THICK SAND LEVELING LAYER -, / 4-1/2" (IN) THICK CONCRETE SUB -SLAB W/ -.- - - _ / / // / 4-1/2" (IN) THICK CONCRETE SUB -SLAB W/ t #3 REBAR, 18" O.G., BOTHWAYS - _ pIIVb.ab o-� =".c :.: .: *a. ,.,_ RE H Y -- —--- #3 BAR, 18" O.G., BOT WA 5 . s \ -\ e A f, V b Q a O s D O SUBGRADE '-- COMPACTED SU v. a a. a V � .ate— 4 IN) CONCRETE BAND, / / / / / i // //�\/\ �'`�-- lro" #4 REBAR DOWEL AT la' / WI LIGHT BROOM FINISH /\\/\\/\\/\\/\\/`�\/\\/\\/\�/\ O.C; SLEEVE ONE END _ _-_.... -....... 1/4 REDWOOD EXPANSION JOINT. SANCONCRETE CURB, FULL DEPTH OF SIDEWALK WITH IVIL PLANS SELF LEVELING CAULK cV -- COMPACTED SUBGRADE o GONGRETE PAVERS C@ SIDEWALK ZNGI2ETE PAVE_5C) PLANTIN: SCALE:3/4"=1'-O" SECTION SECTION 4:. d COLOR CONCRETE; INTEGRAL - COLOR. COLOR TO BE SELECTED BY LA — BUILDING EDGE, SEE STRUCTURAL PLANTING MIX 1/4" REDWOOD RE: PLANTING PLAN EXPANSION JOINT C PFULL DEPTH OF STRUCTURE WITH ONE - EXPANSION A G G E S S I B L M SELF LEVELING CAULK SCALE 114:'= 1'-0PLAN 10#4 REBAR DOWEL AT 18" O.C, TO BUILDING STRUCTURE CONCRETE UNIT PAVERS, SEE o MATERIALS PLAN /�\\///\\//\//� !` ' ' ._.=•� I 1" (IN) THICK SAND LEVELING LAYER #3 R THICK CONCRETE SUB -SLAB W/ #3 REBAR, R. 18" O.G.. BOTHWAYS - / COMPACTED SUBGRADE # 3 REBAR 18" O.C.B.W. e A. .: a �.--- _.._...e<71- BROOM FINISH CONCRETE YY 4" (IN) SMOOTH TROWEL BORDER \ �\ \��\� \\/\ /�/,\// COMPACTED SUBGRADE \ / \/�\/\\/\/\�/��/�\COLOR CONCRETE @ PLANTING 5 � .i SUB SLAB NOTE: /\ EXPANSION JOINT IN SUB SLAB MINIMUM 20 O.G. 50ALEi 3/4" =1'-0" ELEVATION ME COLOR CONCRETE; INTEGRAL; - COLOR. COLOR TO BE SELECTED 8 CONCRETE PAVERS @ BUILDING BY LA SCALE: 314'= l' -O" SECTION PLAN VARIES, SEE LAYOUT If N n TYPICAL CONCRETE INTERSECTION ? - /\\� SCALE: 1/4" =1'-O" PLAN AX/ //l /'//'/ / /\ / / #3 REBAR 18" O.G.B,W. 41/2' (IN) CONCRETE PAVING #3 RE BAR CONTINUOUS 18" O.C.E.W 1/4"R1 DWOOD EXPANSION JOINT REDWOOD EXPANSION JOINT FULL DEPTH OF SIDEWALK WITH WITH BACKER ROD AND SELF SELF LEVELING CAULK LEVELING CAULK AND 18" DOWEL 18" O.C. W/SLEEVE ONE END_ _ - �.. V 5 COMPACTED SUBGRADE 4 GOL01z GONC ETE I , I III III III - - II I I III- _II�,,II1; Ii- III�►I1- CONCRETE SIDEWALK. SEE DETAIL 1/L3.06 16" #4 EBAR DOWEL AT 18" (IN) O.C; SI EEVE ONE END 1/4" REDWOOD EXPANSION JOINT FULL DEPTH OF CONCRETE SIDEWALK, UNDI (CURBED SUBGRADE SIDEWALK W/ SELF LEVELING CAULK SEE DETAIL 1, THIS SHEET CONCRETE CURB, BEYOND n T`Y'PICAL CONTROL JOINT/EXPANSION JOINT 1/4" (IN) REDWOOD EXPANSION JOINT SEE CIVIL PLANS FULL DEPTH OF SIDEWALK WITH4" X 8" X 60MM 'A.DA PAVER". SCALE: 3/4" =1'-O" S E C T 10 IN SELF LEVELING CAULK COLOR TO BE SELECTED BY LA #3 REBAR CONTINUOUS 18" O.G.B.W. BY PAVESTONE, CONTACT (281)391-7283 4" CONCRETE BAND W/ LIGHT BROOM FINISH COLORED CONCRETE RAMP. #3 REBAR CONTINUOUS _IGHT BROOM FINISH LIGHT BROOM FINISH. COLOR 1/4" (IN) REDWOOD EXPANSION JOINT TO BE CONTRASTING, TO BE FULL DEPTH OF SIDEWALK WITH PAVING SELECTED BY LA SELF LEVELING CAULK CONCRETE IWITH BROOM FINISH 4" 6" CONCRETE CURB, SEE CIVIL PLANS 16" (IN) #4 REBAR DOWEL AT 18" (IN) O.0 SLEEVE ONE END #3 RE[ AR GONTINUOU518" O.G.E.W _' — P P WIDTH VARIES REF. PLANS BACK TILL ALL SIDEWALKS TO 1" p • �p p FROM TOP OF SLAB ON BOTH SIDES GROSS PITCH 2% MAX. _ _ P _ CONCRETE R ( . __ r ROADWAY, SEE CIVIL PLAN II! III III_ III ►II I I - 1" (IN) SAND SETTING BED UNDIS� URBED SUBGRADE UNDISTURBED SUBGRADE ® SECTION SCALE: 314'= 1'-0" TYPICAL SIDEWALK D.A. CONCRETE UNIT PAVERS. - SCALE: 3/4" =1'-0" SECTION �EE MATERIALS PLAN — ADJACENT SIDEWALK SEE MATERIALS PLAN —1/4" REDWOOD EXPANSION JOINT FULL DEPTH OF SIDEWALK WITH v v SELF LEVELING CAULK 4" X 8" X OOMM A.DA. PAVER". COLOR TO BE SELECTED BY LA n 1 0/ MAXV BY PAVESTONE, CONTACT (281) 391-7283 - 4" CONCRETE BAND W/ LIGHT BROOM FINISHo V Q GRn—�Qp�. v G 4" COLORED CONCRETE BAND, COLOR 4" tESEE-LYO�JT p 4" 4 o TO BE SELECTED BY LA 1/4" REDWOOD EXPANSION __ -�—., p d 4 D Q p JOINT, BOTH SIDES --' -- FULL DEPTH OF SIDEWALK LIGHT BROOM FINISH " WITH SELF LEVELING CAULK GENERAL SIDEWALK NOTES: 1. EXCAVATE FOR SIDEWALK AS NECESSARY TO PROVIDE FOR POSITIVE DRAINAGE ACROSS TOP OF WALK. SLOPE OF SURROUNDING LANDSCAPE AREA VARIES. 2.WALK SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED SUBGRADE. 3. SIDEWALK GRADIENT SHALL NOT EXCEED 1'-0" RISE IN 20-0" RUN (5% SLOPE); GROSS PITCH SHALL NOT EXCEED 1/4" FT. 4. CONTRACTOR TO STAKE CENTER LINE OF SIDEWALK IN FIELD FOR APPROVAL OF LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OF WALKS. NOTE: ONLY CONCRETE SIDEWK TO RECEIVE 4' SMOOTH TROWEL BORDER. ALL OTHER CONCRETE TO HAVE MEDIUM BROOM FINISH AS SHOWN WITH NO BORDER. CONTROL JOINT -1/4" (IN) SCORED JOINT SPACING ON CENTER TO MATCH WALK WIDTH BROOM FINISH CONCRET 1/4" (IN) REDWOOD EXPANSION JOINT FULL DEPTH OF SIDEWALK WITH SELF LEVELING CAULK D7 Q o V --- COLORED CONCRETE RAMP, BOTH SIDES. 4" (IN) SMOOTH TROWEL BORDER 1/8" DEEP,1/4" WIDE GROOVES, 2" O.G. ti N v COLOR TO BE SELECTED BY LA 4 4" SIDEWAL �W/SELFLEVELINGICAULK DEPTH OF 4 V ��0 4 p 0" TRANSITION CURB ON BOTH SIDES; W q 00000000000 0 0 oaoco SLOPE CURB 0010000 0000 OOaOJO 00a O 0000a000000 0 000 0 000 0 oa000000000000000000 O O 0 0 0 6 0 0 Q 0 0 000 0 0 0 a 0 6" CONCRETE CURB, SEE CIVIL PLANS V 4' a o 0 0 0 0 0 o a o 0 0 o a a o o a o —•_� � '--' �000000000000000000 0000000000000aoo0000 - -• -- 00000"a0000000000000 0000000roo000000000 o CONCRETE SIDEWALK. SEE DETAIL 1/L3.00 30000000 rr0 0 0 0 0 o Q Q o 0 0 0 0000000olo000l00000 o0 FINISH GRADE EVEN WITH RAMP, y I I ��0 o SEE CIVIL PLANS N I I I I O' CONCRETE CURB 4„ 1? p V SEE CIVIL PLANS w Ll �W>IIIijlll � Jff Q ( , 4'-O" DASH LINE INDICATES EXPANSION JOINT L1 PSN SIDEWALK FINISH SCALE: 1/2" =1'-O" SCALE: 114:'= l' -O" PLAN TWO-WAY AGGESSIBLE P AMp i-�� .a.�"r-� c, c, I rte► C � a /I k I/-- ro) n i.Ar-, I k I SCALE 1/2" =1'-O" E PERMIT IIT & PRICING Op- � O v� � Ul �I I 4'-O" DASH LINE INDICATES EXPANSION JOINT L1 PSN SIDEWALK FINISH SCALE: 1/2" =1'-O" SCALE: 114:'= l' -O" PLAN TWO-WAY AGGESSIBLE P AMp i-�� .a.�"r-� c, c, I rte► C � a /I k I/-- ro) n i.Ar-, I k I SCALE 1/2" =1'-O" E PERMIT IIT & PRICING —CAST STONE GAP, BEYOND 3" (IN i THICK CAST STONE POOL COPING W/ 3/4" iIN ) CHAMFER. DOLOR TO BE 'BUFF BY SITEWORKS (281) 931-1000 REDLOD EXPANSION JOINT WITH BACKER ROD AND SELF LEVELING CAULK AND 18" DOWEL 18" O.G. W/SLEEVE ONE END O COLOR CONCRETE STAINLESS STEEL HANDRAIL, EMBEDDED W/ NON!SHP-INK GROUT i; 711 illp .... #3 REBAR STIRRUP 18" C.G.B.W. // // // //V//• #3 REBAR 18" o.c.B.w. \ \\ \\\\ \\ 1"Xl" (IN) GLASS WATER LINE TILE TO BE SELECTED BY LA CONTRACTORTO PROVIDE . \ \ \ \ \ $18 ALLOWANCE PER SF. 8 - T 2" (IN) STRIP, 1"x1" (IN) NON- SLIP TOE TILE, COLOR AND TYPE TO BE SELECTED BY LA POOL PLASTER, COLOR TO BE WHITE GUY WIRE / CAST STONE CAP, TO BE SELECTED BY LA VA/VA/V� \iV� GUNITE. POOL SHELL , / , / ,/\//\//\//\//\�/\\ -- COMPACTED SUBGRADE /\/ FLUID APPLIED WATERPROOFING TO INTERIOR PLANTER \\ \\ \\ \ \ \ \X \ \\ \\ \\ \\ / / /\//\/\/ /\/\/ "BITUTHEN LOW TEMPERATURE' BY GRACE / // / / / / / / / / / �/ CONSTRUCTION PRODUCTS. CONTACT @ (800)-354-5414 - \ /\/\/\/\/ (WATERPROOFING ENTIRE INSIDE OF PLANTER \ \\ \\/\\ \\ \\ \\ \\ \\ \\/\\ \\ NOTE: GUNITE POOL SHELL 1. ALL SURFACES TO BE NON- SLIP AROUND POOL. BRICK VENEER TO MATCH BUILDING 4 -PALM M ANCHORS TO BE HILTI HGI- 3/4" #285928) VARIES, EE LAY P OR EQUALTO RELIEVE 3/4" DIA. EYE BOLT, CAST INTO CONCRETE FOOTING 3 POOL STAIRS VV ITH HANI�I�AIL SCALE: 314:'= l' -O" ELEVATION CAST STONE GOPING, TO BE SELECTED BY LA. 41/2" THICK POURED CONCRETE ( �� i44 CAST STONE GAP, BEYOND W/ #3 REBAR O.G.E.W.,// 3" (IN) THICK CAST STONE POOL COPING W/ SEE MATERIALS PLAN '�� BY SITEWORKS (281) 91000 3/4' -(IN) CHAMFER, COLOR TO E ,:BUFF' '— —�— — ° • �� _.._".\ � � i / T ;-.: :. .: : : : :: : , REDWOOD EXPANSION JOINT WITH BAGKE ROD AND SELF LEVELING CAULK AND 16D( L _. .. 18 O.G. W/SLEEVE ONE END COLOR CONCRETE, RE: MATERIALS PLAN VARIES, RE: LAYOUT PLAN r \ \ \ \ 1 ( WATERLINE TILE, CONTRACTOR TO PROVIDE $20/SF ALLOWANCE . i y. yv,_✓�,- --� � -= =iii . _ ,.�� � __ . - n GUNITE POOL SHELL • /\\/\/� \/\/ \\�\\i/\\ / \\/\\j�\\/\\ \\/ y — PLANTING MIX, SEE PLANTING PLAN17 4" (IN) PERFORATED DRAINAGE PIPE, \//\/� #3 REBAR 18 O.C.B.W. CONNECT TO STORM SEWER _ _ \\/\\/ #3 REBAR STIRRUP 18" O.G.B.W. PEA \/ GRAVEL, WRAPPED IN FILTER FABRIC / / / / ' , 1 Xl (IN) GLASS WATER LINE TILE �� V /VA/\/\�V/VA/VA/VA/VA/V\/VA/VA TO BE SELECTED BY LA �/\ /\ \/\/\/VA/\\/\/\/\/\/\/\//� CONTRA( TO PROVIDE //v//////////� $18, A �t..LowANGE PER SF. 2:: (IN) STRIP 1"A" (IN) NON- SLIP TOE TILE, COLOR AND TYPE TO BE SELECTED BY LA COMPACTED SUBGRADE . / // POOL PIASTER, COLOR TO BE WHITE \\/\\/\\ / \ \\/\\i'//� \ GUNITE POOL SHELL /\/\/\ NOTE: /�/ // 1. ALL SURFACES TO BE NON- SLIP \/VA/VA/VA/VA/VA/VA/VA/VA/.v\/V\/VA/VAS AROUND Pool. / / / 1 12ISE0 PLANTER v/VA/\A/y\/VA/VA/VA/VA/VA/VA/VA/VA/VAwA SCALE: 314'= l' -O" SECTION 2 POOL SUNSHELF SCALE: 3/4" =1'-O" ELEVATION CAST STONE GAP, BEYOND 1"Xl" (IN) GLASS WATER LINE TILE TO BE SELECTED BY LA CONTRACTOR TO PROVIDE $18 ALLOWANCE PER SF. 3" (IN) THICK CAST STONE POOL COPING W/ 3/4" (IN) GHAMFER, COLOR TO'BE 'BUFF BY SITEWORKS (281) 931-1000 30" FIRE PIT PAN W 24" STAINLESS STEEL RINGS. MODEL # 3OFSS300 HWI-NG BY TRU-LITE GAS 41/2" (IN) THICK GONG. SUBSLAB W/ #3 REBAR OGBW PRODUCTS. CONTACT @ 713-682-2053. INCLUDE #3 REBAR 18" O.C.B.W. AUTOMATIC SHUT-OFF 1" (IN) SAND SETTING BED STAINLESS STEEL MESH SCREEN. PROVIDE 6" MIN GLEARANGE NOTE: FIRE PIT CONTROLS TO BE LOCATED BETWEEN 15" AFF AND 48" AFF. PROVIDE 3"X6" VENT WITH STAINLESS 3" (IN THICK CAST STONE POOL COPING W/ STEEL GRATE. PLACE TWO, ONE ON 3/4" tiN) CHAMFER COLOR TO BE "BUFF' OPPOSITE SIDE BY SITEWORKS (281) 931-1000 CONCRETE UNIT PAVERS, BELOW VALVE BOX MORTAR SET, • MATERIALS PROVIDE 1" AI Z SPACE 1'_0^ COVER LAVA ROCK W/ 3" PLAN FOR AND PATTERN THICK FIRE GLASS. DOLOR TO BE SELECTED BY LA 6J0" ON/OFF SWITCH AND EMERGENCY 1. f FILL PAN $ PIT SURROUND W/ GAS SHUT-OFF ''swim . .... "BLACK LAVA ROCK VENEER TO MATCH F, \ %VA�/VA/VA� / / /" BROVIDE WEEP HOLES EVERY RICK DTHIRD �// \/ //\//\/j 9-i I1 RICK ON BOTTOM COURS E yr �* REDWOOD EXPANSION JOINT WITH BACKER 0 0 o o " _ ROD AND SELF LEVELING CAULK AND 18" DOWEL • ' o ° °O� ��o °� 18" O.G. W/ -SLEEVE ONE END / ;—D • h�Qo to°o°° oo o a�oo { b� % 1"X1" IN GLASS WATER LINE TILE, • "-�-'= =- — — �o / / TO BE SELECTED BY LA v �jo ca '• >' COLOR GONG ETE. A\/NA/ VA� CONTRACTOR TO PROVIDE "• ( o (^ " '��� i RE: 6/1-3.07 \ \/ $18 ALLOWANCE PER SF. / / / / \\\/\\/\\/\\ �' P I , \ \/\ (2) #3 REBAR GONTIN000S 2" (IN) STRIP, 1"x1" (IN) NON- SLIP TOE TILE,/\/\/\�/\/\/\ • _ . Q• • • • . •. \/\/ \ \ \ / COLOR AND TYPE TO BE SELECTED BY LA VA//VA//V//V///V//VA//\ . '. r b Q o' 4 ' o \ \ POOL PLASTER COLOR TO BE WHITE \/\/\\/\\\/\\f \\/\`/\/\/ / /\ \ /\/\ \ \/\/\/\/\ \ JOINT DWOOD EXPANSION \/ \/�. GUNITE POOL SHELL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ #3 REBAR GONTINUOUS \ COMPACTED SUBGRADE /\//f �/j\/\/\/\/\/ /\/ \ �\ ' \ \\/\/ SLEEVE ONE DOWEL, 1O.G. —7-77 . COMPACTED SUBGRADE � `/\\/\ NOTE: X 1. ALL SURFACES TO BE NON- SLIP AROUND POOL. # 3 REBAR 16" D.G.E.W. 6" SQUARE NDS BRASS GRATE. #9208. ELECTRICAL SUPPLY LINE, RE: M.E.P. DRAWINGS CONTACT 1-800-726-1998 DRAINAGE LINE CONNECTED TO DRAIN. GAS SUPPLY LINE, RE: M.E.P. DRAWINGS C COVER DRAIN WITH FILTER FABRIC. q. POOL f3ENGH GONN�GTTO CIVIL STORM SEWER. FIRE PIT SCALE: 3/4" =1'-O., ELEVATION SCALE: 3/4" =1'-O" J, ELEVATION T CING E ISSUE FOR GARAGE PERM 10 APRIL 201,4 ISSUE FOR PERIT & PR a t F F X K u_ E2_ •ZS ,,�s' � i ;E Y T Y s Q' 4 x > s , h k'UDEtA&- W INHEIMER a , { LA(�DSCAPE ARCHI,TECT�IRE SlT� PLANKING . 7155 OLD KI•iTYZR0ADr5 � ijijijij, 1 j } x f � SUITS 270 R HOUSTON, TEXAS 77024 } ss ' 713 86946987 t ""M 869 09081FAX ` l WWW KWTE7(AS CQI�� ' � 3E �vPROJECT NUMBER `' � �� ' rr > { � � wr ✓ s, }4. x k � NEWk SHEET TITL T" � CONST 'Up 7',vf01 t DETAI =�� z�r4 h .•,-, r ,44i�+h k 1 i e SHEET'NUMBERr 1-3; 02 r r i T CING IT CING s oil f LANDSCAPE ARHITECTUIEgas ; 1 'ANivING SIT y r (' J - a a X Si x.{ HOUS1O1,1 ERAS 77024 Y5; i 713 86AA, 9 Y 713 869,;090$ FAX F t 3 „ s+. - x`Sy _y r � -- X r 1 ;yr UVWtN KWTEXAS'COM X u n '�� PROJECT` NUMBER: �� •F, a --k ,C. Rom 352 ' ........... =.SAS INDICAT�b sF �z 3 f � ,� p✓ E f F 3 i I�h� Z }i, �I F a r � 3a5 f AM M f , SHEET TITLE; ` Y �< J S � CNSTR 10N DETAILS �'. 2 !a, } I > { owns!ry f S U hJ b<Mang � � I s S SHEET' NUMBER F X3:03 Y k,; �r ORNAMENTAL IRON PERIMETER FENGE SCALE: 3/4" =1'-O" ELEVATION rOF 1T. 2T-4" MEEmr mimic I / i / / A ° . //// ///�X// // ° P 4"X4"CAP RAL 1,44:" 4'X,4! POST i— 14 GAUGE 3"X 3" WELDED WIRE MESH .,— 2" X 4" TUBULAR STEEL MIDRAIL 2'X 2"X 1/6 ANGLE IRON FRAME 2" X 2" TUBULAR STEEL BOTTOM RAIL ELEVATION CAST IRON PYRAMID ORNAMENTAL GAP 3-3/4" (IN) DOUBLE RING INSERT I, 1-1/4'X 15Aro"(IN) TOP RAIL I, 1-1/A:'X 1 /16"(IN) PUNCHED RAIL 4' (IN) Q.14 GA. TUBE FRAME 516(IN) 18 GA. DOUBLE PICKETS KICK PLATE BOTH SIDES CONCRETE SIDEWALK. RE: DETAIL ro/L3.07 4' SQUARE 14 GAUGE POST 11/4:'.X 15/16"(IN) BOTTOM RAIL FINISH GRAI-DE CONCRETE FOOTER 4' SQUARE 14 GAUGE / ,-CROSS MEMBER ©' \/\/\\/\/\/\/ • \\�\� NOTE: X//\ j1) GATE TO BE EQUIPPED WITH "CANT SLAM" ° \ \ SELF CL051NG/SELF LOCKING GATE CLOSER /\/ W/ -SIMPLEX DIGITAL KEY PAD LOCK AND \\//\\//� \\//� LEVER ONLY ON E INTERIOR.RIOR PASSAGE \//\//\//\ ° i//\/ /\\/\ \\/\/ PRIIMER AND TWO GOATS OF FISH PAINT.OF //jam COLOR TO BE BLACK. RESEE STRUCTURAL PLANS FOP, ALL NFORC NG AND CONCRETE FOOTING. �!/%/ice//. ORNAMENTAL IRON PEDESTRIAN SAT SCALE: 314'= 1'-0" ELEVATION N AT I GATE [Hill 71: _ '1 ►I I !19 TE ERMIT & PRICING I IT CING P BOTANICAL NAME/ MIN. PLANT MATERAL 8V. CAL HEIGHT SPREAD REMARKS COMMON NAME ROOT 18" SOD BUFFER BETWEEN SPAGINO AS NOTED CURB AND PLANT BED TREES NOTES: OF ON PLANT LIST SO QUERCUS SHUMARDII 2" - 21/2' 9 -10' 4' - 51 B 8,: B MATCHED, WELL 0 5HUMARD RED OAK ROOTED 1 - PVC DRAIN LINE TO BE PERFORATED C I I TYPICAL PLANT LOCATION 1114 TREE PIT ONLY. L-1114= BETWEEN Wt=1=lN P1 I TO BE SOLID PIPE. BLACK RUBBER TIE TREE GUY IL 8' STEEL TEE POST - (3) per tree -7!!'FOR GROLIDOOVER SPACING AS NOTEDI ' t tl \ IitM� pW'aL SCALE I" =10'-0" PLAN 6 0 10 20 A NA iGA' T I'C" ION RVICE8 PERMIT '& PRICING RB BETULA NIGRA 11/7-7 10' -12' 4:,- 5' 05 GA- MATCHED, WELL RIVER BIRCH ROOTED, 3-5 CANES MULTI - NO GP -055 CM LAGERSTROEMtA INDICA TUSCARORA e; -10' 4-5 43 GAL. MATCHED, WELL TUSCARORA CRAPE MYRTLE ROOTED VI VITEX ANGUS- CACTUS 1114:'-1 112' 5 - 9 3-42 30 GAL. MATCHED, WELL VITEX ROOTED PALMS MJ PHOENIX DACTYLIFERAMEDJO01.2 26 CH B � B MATCHED, WELL MEDJOOL PALM I I ROOTED, PEELED 1114 TREE PIT ONLY. L-1114= BETWEEN Wt=1=lN P1 I TO BE SOLID PIPE. BLACK RUBBER TIE TREE GUY IL 8' STEEL TEE POST - (3) per tree -7!!'FOR GROLIDOOVER SPACING AS NOTEDI ' t tl \ IitM� pW'aL SCALE I" =10'-0" PLAN 6 0 10 20 A NA iGA' T I'C" ION RVICE8 PERMIT '& PRICING PERMIT '& PRICING LS IT CING SYMBOL vaup MANUFACTURER/ MODEL NUMBER CONTROLLER: RAINBIRD ESP -LX OR HUNTER AGG 2 - WIRE DECODER SYSTEM WITH ET MANAGER OR SOLAR SYNC. @ RAIN SENSOR- HUNTER MINI -01 -IK or RAN-CLIK CONTRACTOR TO INSTA-L. ALL WIRING IN HARD CONDUIT TO ROOF. 0 POINT OF CONNECTION FM_1 2" WATER METER -by IRRIGATION CONTRACTOR BACKFLOW PREVENTOR - WATTS SERIES OO9QT TWO INCH RPZ AS ALLOWABLE BY PREVAILING CODE To BE PROVIDED AND INSTALLED BY IRRIGATION CONTRACTOR GATFVALVE- LINE SIZE REMOTE G0NTROL VALVE - RAINBIRD-PEB or HUNTER -10V ❑ QUICK COUPLING VALVE- LINE SIZE - SEE SPECIFICATIONS Provide 2 Keys and 2 Swivel Ell's LAWN SPRAY HEADS - RAINBIRD MPR NOZZLES IC r 15r with HUNTER PROS-04-PRE,30-GV SPRAY BODY © 0 SHRUB SPRAY HEADS - RAINBIRD MPR NOZZLES ao.c. 120.c. with HUNTER PROS -04 -PP -930 -CV In OROUNDCOVER, and PROS-12-PIRS30-r-V In TALL SHRUBS. 15 FT. RADIUS NOZZLES WITH HEADS PLACED 12 Fr. ON CENTER lo FT. RADIUS NOZZLES WITH HEADS PLACE[) 8 FT. ON CENTER W M M LAWN STRIP HEADS 4 X15 - RAINBIRD STRIP NOZZLES 13RCS 15LGS with HUNTER PROS-04-PRS40-C;V 15SST SHRUB STRIP HEADS 5'X15- RANBIRD STRIP NOZZLES with HUNTER PROS-04-PRS40-C`v` In SOD and OROUNDCOVER, 15RC5 15LGS PROS-1:2-PRS40-0V In TALL SHRUBS. 155ST 15 Fr. RADIUS SPRAY HEADS TO BE PLACED 12 Fr. ON CENTER ROTOR HEADS - RAINBIRD 5004 -PL -SAM -R -MPR -25,30, 35 TO AGHEIVE 20 r - DA- DOWN ADJUSTMENT SCREW ON 25 NOZZLED HEAD 2Cr 25'r 30'r 35r 0 FULL-GIRGLE BUBBLERS - SEE DETAIL SHEET, HUNTER PCN -50 MAINLINE -SEE SPECIFICATIONS LATERAL- LINE -SEE SPECIFICATIONS ------- TREE DRIP LATERAL LINE -SEE SPECIFICATIONS 4:SLVgnd j6'SLVr SLEEVES, 4" -------- SCHEDULE 40 PVC PLACE RAIN SENSOR JUST BELOW PARAPET COPING. 0 PAN -SENSOR: HUNTER 0 MINI -GI -IK -C; WITH FEMALE THREADED INLET. ELECTRICAL CONDUIT TO PAIN SENSOR BY IRRIGATION CONTRACTOR. Install all Irrigation components as per manufacturer's requirements. 2) Components are shown for design purposes. Exact location shall be field varifed prior to construction. 3) Mainline and laterals may be shown diagrammatically. Contractor shall locate all mainline along sidewalks, within curbllnes, and Inside property lines. Sleeves shall be provided by contractor wherever mainline or lateral lines cross under I K 105� RAIN SENSOR sidewalks or roadways even if not indicated on plan. Mainline and laterals may be shown diagrammatically near sleeves and should be located Inside sleeve. NO _SCALE Sleeve sizes are to be 0" for mainline and 4" for lateral lines unless otherwise indicated. Additional sleeves may be Indicated on pians to carry Control wires. FINISH GRADE SPECIFIED SPRAY BODY AND NOZZLE CLASS 200 Pvr- LATERAL I. -INE 17 F-71 I 7i 1E111= RHY i M I PVC SCHEDULE 40 OUTLET TEE OR ELL H- PEA GRAVEL WITHIN 4' OF TOP OF VALVE VALVE BOX FLUSH WITH FINISH GRADE QUICK COUPLING VALVE r- 314: X� 12" GALVANIZED STEEL NIPPLE RAINBIRD SWING ASSEMBLY MODEL SA 127575: PVC N LINE 1/2" BY 12" LONG OR SCH 40 PVC TEE HUNTER SWING JOINT MODEL SJ -712: 1/2" BY 12" LONG 3/4: x 3" GALVANIZED STEEEL NIPPLE GALVANIZED STEEL ELL 1/2" x 24" STEEL STAKE HIGH -POP SPRAY HF,,` -0 DETAIL 4,llllllll,,aU1GK GOUPLINO VALVE DETAIL NO SCALE NO SCALE GEAR DRIVEN ROTOR HEAD AS rPPECIFIED FINISH GRADE set top of body flush with finish grade roll PVC PIPE FINISH GRADE ALVE BOX � ATE VALVE - LINE SIZE r " EA GRAVEL o RAINBIRD SWING ASSEMBLY MODEL SA 127057: 3/4" BY 12" LONG VY OR HUNTER SWING JOINTS o MODEL SJ-512:_qn 3/4" BY 12" LONG 011 E RICK (2 TOTAL) �5 200 LATERAL UNE 40 0\ P- -rr=r- MAN LINE PEA GRAVEL (ro" DEPTH) GEAR DRIVEN ROTOR HEAD 3 GATE VALVE DETAIL NO SCALE NO SCALE GUARD SHACK VANDAL 8,: THEFT RESISTANT ENCL_OSUI 'LIFT OFF MODEL COL -OR TO FINISH GRADE BE GREEN. INSTALL PER MANUFACTURERS SPECS. ROOT BALL JPV; R, 4" DIA. PVC, INSPECTION PARAPET COPING TUBE - see tree planting detail ROOF OF BUILDING Si- W. N 1;k`A �TA R R BUBBLER HEAD- Place ENO V bubbler head on top of rootball, NA� ONCRETE PAD, , A SPECS two bubblers per tree UFACUTERS maw 6N SPECS. tv za FINISH GRADE 22MENn 1/2" FLEX PVC COMPACTED SGH 40 PVr, NIPPLE SUBORADE -77 J -BOX BY EL-ECTRICAL. CONTRACTOR CONDUIT THROUGH WALL BY .77/ ELECTRICAL CONTRACTOR. SCH 40 PVC TEE OR ELL 3jfg��p q{J E ?b ( 2 CONDUIT W/ PULL WIRE TO A GONTROLL.ER CONTRACTOR. BY ELECTELECTRICALPVC; LATERAL LNE BUBBLER DETAIL BACKFLOW VALVE G0VF`R NO SCALE NO SCALE CONTROLLER AS SPECIFIED 4) Valve k/1 GPM VALVE BOX FLUSH WITH FINISH GRADE HARD WIRE 117 VOLT A.G. POWER OUTLET BEHIND Z,,-5Ruare Footage of CONTROLLER PEA GRAVEL 1700 5F Drip Irrigation coverage Valve Size- REMOTE CONTROL VAI -VE 5) Install ball valve before each valve. Group valves s much as possible. . 1 1 3 KEYED LOCK OR PAD LOCK W/24' LONG LOOP OF CONTROL. WIRE ci Place boxes parallel to curbs, buildings and each other. Provide 0" base of Pea Gravel for all valve boxes installed. Install a ball valve before each valve -SCHEDULE 80 PVC MALE CONNECTOR or group of valves. 11141 RIGID STEEL CONDUIT (5) All controller wires should be located underneath mainline piping inside trenches to avoid possible cutting of wires if lines are dug up In the future. STEEL SPLICE ACCESS PANEL Contractor shall also run spare control wires in each direction from controller to farthest valves to serve as backup wires. 1/2" STEEL CONDUIT 0 7) All unsurfaced areas are to receive four inches of topsoil, seed, RIGID STEEL CONDUIT- set plumb mulch, or sod and watered until a healthy stand of gross Is obtained. ELEVATION 8) Contractor shall field verify best possible location to mount Rain -Sensor SCHEDULE 80 PVC COUPLING within 25 feet of the Controller. Avoid Interference from trees, buildings, SCHEDULE 80 PVC_ SWEEP ELL and other structures for optimum accuracy. 9) All trenching within the driplIne of existing trees Is to be done by hand. OLONO COPPER GROUND ROD - No mechanical trencher shall be used in these areas and no roots larger connect to ground terminal on the controller 0 than 11/2" in, diameter shall be cut. Contact the. Landscape Architect if a PLAN problem arises. WALL 10) Irrigation heads and components shall be located a MINIMUM of 24 Inches LAG BOLTS OR EXPANSION BOLTS AS REQUIRED 45 DEGREE ELBOW from all buildings to avoid adverse performance of foundations and slabs due to the shrinking and swelling of clay subsoils. CONTROL -LER BOX SCHEDULE 40 PVC 11) Installation Contractor and Maintenance Contractor shall closely monitor FITTING system to ensure that excessive Irrigation moisture does not cause HARD WIRE 117 VOLT A.G. POWER SUPPLY swelling of clay subsoil thereby causing harm to foundations and slabs. BEHIND CONTROLLER IN FLUSH BOX MAINLINE of WALL MOUNTED CONTROLLER(�5 REMOTE CONTROL VALVE DETAIL NO SGAI-E NO SCALE NOTE: WRAP ALL ABOVE GROUND COMPONENTS COPPER NIPPLE WITH INSULATION FOR FREEZE PROTECTION OR INSTALL INSULATED FIBERGLASS ENCLOSURE. COPPER 90 DEGREE 171MM ELBOW COPPER NIPPLE WYE STRAINER COPPER UNION COPPER NIPPLE (LENGTH AS REQUIRED) ADAPT INLET AND OUTLET AS REQUIRED MAINLINE FROM SOURCE REDUCED PRESSURE BACKFLOW PREVENTOR NO SCALE IN AT iGAT. Kul -)LI WEINHEI PERMIT '& PRICING AILS A PERMIT '& PRICING A DO�VL IN A' 1 PERMIT '& PRICING SYMBOL PROPOSED USE FIXTURE FIXTURE MODEL NO. REMARK LAMP PER MANUFACTURERS SPECIFICATIONS. CONTACT CHRIS MYERS W/ LIGHTING FL5100MHPAR-XXX-BLK-1BM1001 SA LARGE TREE BRONZELITE UPLIGHT ASSOCIATES, INC AT 713-365-2745 SB O SUB -GRADE TREE LIGHT T.B.D. T.B.D. FOR USE WITH TREE GRATE SPECIFIED, RE: MATERIALS PLAN SG V ORNAMENTAL B -K RA,.8-BLP-9-B-SK LAMP PER MANUFACTURERS SPECIFICATIONS. CONTACT CHRIS MYERS W/ LIGHTING TREE UPLIGHT LIGHTING ASSOCIATES, INC AT 713-365-2745 SD PALM LUMIERE GAMBRIA CONTACT JEFF BURNETT AT PUTTERMAN SGHARGK $ ASSOCIATES AT 713-208-3900 LIGHT 203-GRS-50MR11612-BK W/ MB2-BK PALM B -K RAINIER SERIES RA -33 -BZW -9-C-120-36051- WITH LAMP PER MANUFACTURERS SPECIFICATIONS W/ TREE STRAP. CONTACT CHRIS SE UPLIGHT LIGHTING RAINIER SERIES MYERS W/ LIGHTING ASSOCIATES, INC AT 713-365-2745 PM3J-TSG X -1 -BZW -M SF DUPLEX RECEPTACLE T.B.D. T.B.D. FOR OUTDOOR USE W/ WATER RESISTANT COVER. SEE M.E.P. PLANS FOR DETAILS NOT USED NOT USED NOT USED NOT USED NOT USED SH R==R HANDRAIL LIGHT T.B.D. T.B.D. CONTACT LIGHTING ASSOCIATES 713.467.6436. SI Q STEP LIGHT BK LIGHTING GM-LED-EIO-BLW/TR SERIES CONTACT LIGHTING ASSOCIATES 713.467.6436. SJ Q POOL T.B.D. LED POOL LIGHT TO BE SELECTED BY POOL CONTRACTOR. CONTRACTOR TO VERIFY LIGHT LIGHTING MEETS CODE. SK POOL FOUNTAIN T.B.D. LED POOL FOUNTAIN SPOTLIGHT TO BE SELECTED BY POOL CONTRACTOR. CONTRACTOR TO VERIFY LIGHT. LIGHTING MEETS. GODS. SL FESTOON TOKISTAR .48 WATT LED BULB SPACED AT 36" (IN) O.G. EXHIBITOR SERIES'EXBK-36-WH-C BY LIGHTING LIGHTING EXBK-I2-W W -G TOKISTAR LIGHTING INC. CONTACT CHP -15 MYERS AT LAI. @ 713-467-6436 SM • • • • . • FIREPIT UNDERMOUNT TOKILUM LUM-50-IW/TRI-MG w/ CONTACT CHRIS MYERS AT LIGHTING ASSOCIATES, INC AT 713-365-2745 GAP LIGHT LDR6-60 DRIVER A DO�VL IN A' 1 PERMIT '& PRICING � I PROJECT BENCHMARK: CITY OF COLLEGE STATION GPS MON # CS94-1 1 0, ALUMINUM DISK IN CONCRETE, 2.6 FT SW OF LIGHT POLE AT NORTH CORNER OF MAPLE ST. AND WELLBORN RD, N=102112612311, E=3548882.9806, Z=345.87, PROJECT COORDINATE: X= 548881980n Y= 211269131t ELEVA= 34517 1 1 � I . I � I I � � 16-1 I Ad � .�! ��vsw T� �,� , v �7 � i��:��!j� �: qpa�j 1� " � - V, ­­�0'.-Il."..f, . 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