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HomeMy WebLinkAboutDrawingsEN F AL NOTES 1. EXISTING TOPOGRAPHICAL AND UTILITY INFORMATION PROVIDED FROM SURVEY BY JONES & CARTER,INC.., DATED KOHUTEK ENGINEERING & TESTING, INC., (KETI) MAKES NO,WARRANTY TO THE ACCURACY OF THIS INFORMATION. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING INFORMATION, AND NOTIFY KET! OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3 THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL ENGINEERING REPORT FROM KETI DATED 1NOV1O FOR ALL SOIL COMPACTION, PAVING, SUB -GRADE PREPARATION, AND FILL MATERIAL REQUIREMENTS. 4. THE CONTRACTOR SHALL CONTACT TEXAS EXCAVATION SAFETY SYSTEM (TESS) AT 1-800-DIG-TESS (344-8377) A MINIMUM OF 48 HOURS PRIOR TO BUT NO MORE THAN 14 DAYS BEFORE, EXCAVATION ACTIVITIES. 5. THE CONTRACTOR SHALL OBTAIU ALL CITY CONSTRUCTION PERMITS AND APPROVALS, AND COORDINATE REQUIRED INSPECTIONS WITH THE CITY, 6. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THESE PLANS AND CITY STANDARDS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR, AND HIS RETAINED SUBCONTRACTORS ARE CONSIDERED PROFESSIONAL MEMBERS OF THE PROJECT TEAM. THE CONTRACTOR, OR HIS RETAINED SUBCONTRACTOR THRU HIM, SHALL PROVIDE WRITTEN NOTIFICATAION TO THE ENGINEER, PRIOR TO FABRICATION OR.CONSTRUCTION, OF ANY ITEM OR INSTRUCTION FOUND IN THESE PLANS THAT, IN THE JUDGMENT OF THE CONTRACTOR, AND/OR HIS RETAINED SUBCONTRACTOR, APPEARS TO BE EITHER IN ERROR OR IN CONFLICT. 8. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND UTILITY SERVICE ENTRANCE LOCATIONS. 9, THE CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND 814ALL BE SOLEY RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT FOR DAMAGE OF EXISTING IMPROVEMENTS DURING CONSTRUCTION ACTIVITIES. 10. THE CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS, VALVE BOXES, AND OTHER APPURTENANCES TO MATCH PROPOSED GRADE. 11. THE CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES FOR ALL UTILITY RELOCATIONS/ADJUSTMENTS. 12. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS, CONTAMINATED AND USUABLE MATERIALS AT THEIR COST. THE CONTRACTOR SHALL DISPOSE OF THESE MATERIALS IN ACCORDANCE WITH ALL CITY, STATE, AND FEDERAL REGULATIONS. LAT 13. THE CONTRACTOR SHALL NOT ALLOW WATER IN TRENCHES DURING CONSTRUCTION AND SHALL NOT LEAVE TRENCHES OPEN FOR MORE THAN 24 HOURS. IF TRENCHES ARE LEFT OPEN OVER NIGHT THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT PUBLIC SAFETY. 14. PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT THE ELEVATIONAT FINISHED __........:.., ...._..:,...:......:........w,:...:..:.....:...:.:. .... ... ,....,.............. .... ... ...............:...... .... ... .., .:.. ftech oi d iutek n Egginecring &Testing, Inc. w` lei?a�,e�i C0 NsuLTL-iG ENca1cEERS December 8, 2010 Ms. Erika Bridges, P.E. Drainage Division, Public Works Department City of College Station PO Box 9960 College Station, Texas 77842. RE: BJ's Restaurant - College Station, Texas Project: 210216.003 100% Existing Impervious Cover Letter Dear Ms. Bridges: In accordance with Section II, 3. b. of the `Stormwater Design Guidelines Feb09 version, t hereby state/affirm the following: "I have conducted a topographic review and fieM investigation of the existing and proposed flow patterns for storriwater runoff from the proposed BJ's Restattrant - College Station (Located in the easterly portion of Lot 4, Block 1, Post flak Mail) to the main stem of Carter's Creek. At build out conditions allowable by zoning, restrictive covenant or plat note, the stormwater flours from the subject subdivision or site project will not cause any increase in flooding conditions to the interior of existing building structures, including basement areas, for storms of magnitude up through the 100 -year event" This project is located completely within the existing paved parking lot area, and is 100% impervious as found.' Our project will add some landscaping islands with various vegetative cover and will actually reduce the amount of impervious cover within the overall project area, expected to be about 12 Acres, thus making proposed runoff less than existing runoff. It is our intent that this letter suffice for a `HyftlogylDralnage Report' required as part of the Site Application Process. Si I n :( ry) Hill, P.E. Project Engineer a P�� OF . P v FRANK G, HILL e ......70154..... 1r o do• Q101VAL 210216003LOI 3200 .East University Avenue Georgetown, Texas 78626 512-930-5832 • (fax) 512-930-5852 4603 Fringetree Woods , San .A.ntonio, `S'exas 78249 210-241-5060 [fax] 210-479-4199 di 6 ' ti�0a L.C9CA � ,� 4 �c,`' � •�S Park \�\ ; � � Gy P \ apt i '�4 y RaIntree Park 0� \\\ SITE LOCATION NOT TO SCALE OWNER REPRESENNTA71VE: JOAN LEQUAY DIRECTOR OF PROPERTY DEVELOPMENT BJ'S RESTAURANTS, INC. 7755 CENTER AVENUE, SUITE 300 HUNTI GTON BEACH, CA 92647 714- 0-2410 PROJECT ENTITY: CHICAGO) PIZZA HOSPITALITY HOLDING, INC. ' A FFI C- IMIDA CT A AUT-le-3-0(TIA) TRAFFIC IMPACT ANALYSIS, (11A) REQUIRED AS PER CITY OF COLLEGE STATION UNIFIED DEVELOPMENT CODE SECTION. 7.12 IF TRIMS PER HOUR (TPH) 150, SITE TPH COMPUTED AS 10429 SF V 10.82 IrM/l LJUV ZW kiTE 931 -QUALITY DRAINAGE LETTER RESTAURANT = 112.8 TP . TIA NOT REQUIRED. PARKIRG SPACE TABLE Total hall Floor Space (with Chuy's aid Bb`s Included) 7 ,66 THIS PROJECT SHALL COMPLY WITH BRYAN/COLLEGE STATION (B/CS) UNIFIED SPECIFICATIONS FOR CIVIL RELATED ITEMS CONTAINED ON THESE PLANS. SPECIFIC SPECIFIATIONS ARE LISTED BELOW FOR REFERENCE AND CAN BE FOUND AT WWW.BCSUNIFED.NET. Amount of Allowed Intense uses (790,662 X 25%) 197,666 SECTION DESCRITPION 03 30 01 CONCRETE BLOCKING OR ANCHORAGE 04 05 12 MORTAR AND GROUT 31 23 33 EXCAVATING, TRENCHING, AND BACKFILLING 31 25 13 EROSION AND SEDIMENTATION"CONTROL 31'----50 00 TRENCH SAFETY 33 05 01 POLYVINYLCHLORIDE PIPE AND FITTINGS 33 11 13.1 WATER MAIN CONSTRUCTION 33 12 13 WATER SERVICES 33 12 16 MAIN LINE VALVES 33 12 1.9 FIRE HYDRANTS 33 13 00 DISINFECTION OF WATERLINES 33 21 13 SANITARY SEWAGE SYSTEM 33 39 13 MANHOLES 33 39 14 SEWER SERVICES 33 39 14.01 CONNECTION OF NEW LINES TO EXISTING MANHOLES THE WATER MAIN EXTENSION ACROSS THE PERIMETER ROAD TO THE ONSITE FIRE HYDRANT SHOWN ON SHEET C07 IS CONSIDERED A PUBLIC INFRASTRUCTURE IMPROVEMENT. TELEPHONE/COMMUNICATIONS IRRIGATION, ETC., IN THE SUBGRADE, UNDER THE PROPOSED �-- PAVEMENT SECTION (HMAC/CONC & FLEXBASE) PRIOR TO EMPLACEMENT OF THE FLEXBASE. 0 THE CONTRACTOR SHALL MAINTAIN A NOMIMAL COVER OF 2 VF FROM THE TOP OF THE CONDUIT AP � KED SOFFIT TO THE BOTTOM OF THE FLEX BASE. THE ENGINEER SHALL APPROVE A `PULL BOX 0 INSTALLATION PLAN' PROVIDED BY THE CONTRACTOR WHICH SHALL SPECIFY PULL BOX MODELS,. LOCATIONS, AND ANY OTHER CONDUIT USE SPECIFIC INFORMATION PERTINENT TO THE WORK.C CC3 25. ALL MATERIALS TESTING RESULTS MUST CONFORM TO THE SPECIFICATIONSIRECOMMENTATIONS Cil DESCRIBED IN THE PLANS, CITY STANDARDS, AND/OR THE GEOTECHNICAL REPORT. IF THE City of College Station C? MATERIALS TESTING RESULTS 00 NOT CONFORM TO THE SPECIFICATIONSIRECOMMENTATIONS, Site Design Manual - May 2006- THE MATERIALS MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. Required General Notes ./ 26. THE CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED WATER LINE TO MAINTAIN ADEQUATE CERANCES IN ACCORDANCE WT-HlTEXA COM iSSION ON ENVIRONMENTAL "All f d d ted ' ___NDE OF CALL SNETS List of Irl;er, se Uses SURFACE. THE CONTRACTOR SHALL REFER TO SPOT ELEVATIONS FOR ACTUAL ELEVATIONS., +end adjacent property disturbed during construction.* AS CONTOURS ARE BASED ON THE INTERPOLATION OF THE SPOT ELEVATIONS AND ARE Chug s_ INTENDED FOR VISUAL CLARIFICATION. v 15. ALL SIDEWWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 1:50 e.i � (2.00%) AND A MAXIMUM LONGITUDINAL SLOPE OF 1:20 (5.00%). IF DISCREPANCIES ARE NO PORTION OF THIS SITE UES THIN °fhDE 10i�► YEAR FOUND THE CONTRACTOR SHALL NOFIFY THE ENGINEER. Chucky heu se 16. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM SLOPE OF 1:12 (8.3396). Restaurant Restaurant IF RAMPS HAVE MORE THAN 6" OF VERTICAL RISE, A HAND RAIL SHALL BE INSTALLED IN 599 ACCORDANCE WITH ADA AND TDLR REQUIREMENTS. IN NO CASE SHALL A RAMP HAVE A Restaurant VERTICIAL RISE OF MORE THAN 30" WITHOUT A FLAT LANDING. AREA, IF DISCREPANCIES 679 ARE FOUND THE CONTRACTOR SHALL NOTIFY THE ENGINEER. Restaurant962 17. ALL LANDSCAPING AREAS SHALL HAVE A MAXIMUM SLOPE OF 4:1, UNLESS OTHERWISE REVIEWEDaF NOTED. Restaurant 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL 456 PHASES OF CONSTRUCTION,_ IN ACCORDANCE WITH OSHA REQUREMENTS. THE CONTRACTOR Restaurant Restaurant SHALL SUBMIT A TRENCH SAFETY PLAN SEALED BY A PROFESSIONAL -ENGINEER REGISTERED 1, 6 631 IN THE STATE OF TEXAS. - . Restaurant Restaurant 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYING RELATED TO CONSTRUCTION " U ACTIVITIES AND SHALL STAKE LOCATIONS AND ELEVATIONS OF ALL PROPOSED IMPROVEMENTS LOMRAOMC CURRENTLY ON THEIR WEBSITE. SHOWN ON THESE PLANS PRIOR TO COMMENCEMENT OF WORK. THE ENGINEER CAN MAKE ' 1,871 AVAILABLE TO THE CONTRACTOR AN ASCII TXT --FILE FOR THE COORDINATE DATA SHOWN ON. THE n PROJECT COORDINATE PLANS UPON" -REQUEST. Number of Parking Spaces, claimed b: y 20. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO -CONTROL DUST ON THE Restaurant ; CONSTRUCTION SITE. THE CONTRACTOR SHALL CONTROL DUST BY MEANS -OF SPRINKLING WATER, 1gj OR OTHER MEANS AS APPROVED BY THE CITY AND THE ENGINEER. { 21. THE CONTRACTOR SHALL MAINTAIN ADEQUATE POSITIVE DRAINAGE DURING ALL 'PHASES OF ZONING CONSTRUCTION; CONTROL EROSION AND SILTATION, SHALL PERFORM CONSTRUCTION DRAINAGE DETAILS ACTIVITIES IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN (SW3P). � THE -CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING FEDERAL, STATE, AND LOCAL 0 REGULATIONS FOR EROSION, CONSERVATION, AND SILTATION. tV D E TA I L X u 000 z 22. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM NTO THE "TEXAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES`,. CURRENT EDITION. THIS LOT SLOT 4) ALONG WITH ALL OTHER LOTS IN 23. THE CONTRACTOR SHALL SUBMIT A PAVEMENT JOINT LAYOUT PLAN TO THE ENGINEER, FOR `^ APPROVAL, PRIOR TO ANY PAVING CONSTRUCTION ACTIVITIES. ALL PAVING JOINTS SHALL EIERIN EXTEND THRU THE CURB. THIS PLAT ARE ZONED 'C-1'. 24. THE CONTRACTOR SHALL PLACE ALL CONDUIT SLEEVES FOR ELECTRICAL, CATV, FIBER OPTICS, ftech oi d iutek n Egginecring &Testing, Inc. w` lei?a�,e�i C0 NsuLTL-iG ENca1cEERS December 8, 2010 Ms. Erika Bridges, P.E. Drainage Division, Public Works Department City of College Station PO Box 9960 College Station, Texas 77842. RE: BJ's Restaurant - College Station, Texas Project: 210216.003 100% Existing Impervious Cover Letter Dear Ms. Bridges: In accordance with Section II, 3. b. of the `Stormwater Design Guidelines Feb09 version, t hereby state/affirm the following: "I have conducted a topographic review and fieM investigation of the existing and proposed flow patterns for storriwater runoff from the proposed BJ's Restattrant - College Station (Located in the easterly portion of Lot 4, Block 1, Post flak Mail) to the main stem of Carter's Creek. At build out conditions allowable by zoning, restrictive covenant or plat note, the stormwater flours from the subject subdivision or site project will not cause any increase in flooding conditions to the interior of existing building structures, including basement areas, for storms of magnitude up through the 100 -year event" This project is located completely within the existing paved parking lot area, and is 100% impervious as found.' Our project will add some landscaping islands with various vegetative cover and will actually reduce the amount of impervious cover within the overall project area, expected to be about 12 Acres, thus making proposed runoff less than existing runoff. It is our intent that this letter suffice for a `HyftlogylDralnage Report' required as part of the Site Application Process. Si I n :( ry) Hill, P.E. Project Engineer a P�� OF . P v FRANK G, HILL e ......70154..... 1r o do• Q101VAL 210216003LOI 3200 .East University Avenue Georgetown, Texas 78626 512-930-5832 • (fax) 512-930-5852 4603 Fringetree Woods , San .A.ntonio, `S'exas 78249 210-241-5060 [fax] 210-479-4199 di 6 ' ti�0a L.C9CA � ,� 4 �c,`' � •�S Park \�\ ; � � Gy P \ apt i '�4 y RaIntree Park 0� \\\ SITE LOCATION NOT TO SCALE OWNER REPRESENNTA71VE: JOAN LEQUAY DIRECTOR OF PROPERTY DEVELOPMENT BJ'S RESTAURANTS, INC. 7755 CENTER AVENUE, SUITE 300 HUNTI GTON BEACH, CA 92647 714- 0-2410 PROJECT ENTITY: CHICAGO) PIZZA HOSPITALITY HOLDING, INC. ' A FFI C- IMIDA CT A AUT-le-3-0(TIA) TRAFFIC IMPACT ANALYSIS, (11A) REQUIRED AS PER CITY OF COLLEGE STATION UNIFIED DEVELOPMENT CODE SECTION. 7.12 IF TRIMS PER HOUR (TPH) 150, SITE TPH COMPUTED AS 10429 SF V 10.82 IrM/l LJUV ZW kiTE 931 -QUALITY DRAINAGE LETTER RESTAURANT = 112.8 TP . TIA NOT REQUIRED. PARKIRG SPACE TABLE Total hall Floor Space (with Chuy's aid Bb`s Included) 7 ,66 THIS PROJECT SHALL COMPLY WITH BRYAN/COLLEGE STATION (B/CS) UNIFIED SPECIFICATIONS FOR CIVIL RELATED ITEMS CONTAINED ON THESE PLANS. SPECIFIC SPECIFIATIONS ARE LISTED BELOW FOR REFERENCE AND CAN BE FOUND AT WWW.BCSUNIFED.NET. Amount of Allowed Intense uses (790,662 X 25%) 197,666 SECTION DESCRITPION 03 30 01 CONCRETE BLOCKING OR ANCHORAGE 04 05 12 MORTAR AND GROUT 31 23 33 EXCAVATING, TRENCHING, AND BACKFILLING 31 25 13 EROSION AND SEDIMENTATION"CONTROL 31'----50 00 TRENCH SAFETY 33 05 01 POLYVINYLCHLORIDE PIPE AND FITTINGS 33 11 13.1 WATER MAIN CONSTRUCTION 33 12 13 WATER SERVICES 33 12 16 MAIN LINE VALVES 33 12 1.9 FIRE HYDRANTS 33 13 00 DISINFECTION OF WATERLINES 33 21 13 SANITARY SEWAGE SYSTEM 33 39 13 MANHOLES 33 39 14 SEWER SERVICES 33 39 14.01 CONNECTION OF NEW LINES TO EXISTING MANHOLES THE WATER MAIN EXTENSION ACROSS THE PERIMETER ROAD TO THE ONSITE FIRE HYDRANT SHOWN ON SHEET C07 IS CONSIDERED A PUBLIC INFRASTRUCTURE IMPROVEMENT. TELEPHONE/COMMUNICATIONS IRRIGATION, ETC., IN THE SUBGRADE, UNDER THE PROPOSED �-- PAVEMENT SECTION (HMAC/CONC & FLEXBASE) PRIOR TO EMPLACEMENT OF THE FLEXBASE. 0 THE CONTRACTOR SHALL MAINTAIN A NOMIMAL COVER OF 2 VF FROM THE TOP OF THE CONDUIT AP � KED SOFFIT TO THE BOTTOM OF THE FLEX BASE. THE ENGINEER SHALL APPROVE A `PULL BOX 0 INSTALLATION PLAN' PROVIDED BY THE CONTRACTOR WHICH SHALL SPECIFY PULL BOX MODELS,. LOCATIONS, AND ANY OTHER CONDUIT USE SPECIFIC INFORMATION PERTINENT TO THE WORK.C CC3 25. ALL MATERIALS TESTING RESULTS MUST CONFORM TO THE SPECIFICATIONSIRECOMMENTATIONS Cil DESCRIBED IN THE PLANS, CITY STANDARDS, AND/OR THE GEOTECHNICAL REPORT. IF THE City of College Station C? MATERIALS TESTING RESULTS 00 NOT CONFORM TO THE SPECIFICATIONSIRECOMMENTATIONS, Site Design Manual - May 2006- THE MATERIALS MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. Required General Notes ./ 26. THE CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED WATER LINE TO MAINTAIN ADEQUATE CERANCES IN ACCORDANCE WT-HlTEXA COM iSSION ON ENVIRONMENTAL "All f d d ted ' ___NDE OF CALL SNETS List of Irl;er, se Uses Type of Use +end adjacent property disturbed during construction.* Square Footage Chug s_ Restaurant v Total Number of Parking Spaces provide e.i � Night Club Restaurant NO PORTION OF THIS SITE UES THIN °fhDE 10i�► YEAR 11,117 7,692 Chucky heu se Chick -Til -A Urttle Tokyo Y Restaurant Restaurant C11 599 Inch Vlo Restaurant FLOOD ZONE OF FEMA FIRM PANEL NNtf, 48041C01MIfr 679 Roman Pizza De igl"lt Restaurant962 PDLLUTIDN PREVENTION PLAN REVIEWEDaF Taste of Tropics Restaurant (D 456 Sonic - Nestle Tollhouse Cafe Restaurant Restaurant 1, 6 631 Casa Ole; i�:s,rields Cookie . Restaurant Restaurant .ado C4 763 Caddies More LOMRAOMC CURRENTLY ON THEIR WEBSITE. Ail back flow devices will be Installed and tested upon. Installation as per City �3rdinance 2394. 1,871 PLAN Number of Parking Spaces, claimed b: y 131'' Restaurant Restaurant ; 9,8041 *Exterior building and site lighting will greet the standards of Section 7.10 0# this Uni#isd Develrs a�aent Total Arnou t of existing Intense Uses 540 f Amount of Intense Uses space remalnin' l� X36 197,666 -,51,540= 146.126 r o s r� roo an gr®un -anoun rlriechanacal equipment shall us screened from view or isolated so o QUALITY (TGEQ) REQUIREMENTS, as not to be visible from any public right-of-way or residential district within 1510' of the subject lo# P 9 ! e ,ie e co measured from a point five feet above rade. •$ c- 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS EMPLOYEES, AGENTS,. REPRESENTATIVES, P g Such screening shall be coordinated with the CD I SITE PLAN GENERAL NOTES & DATA ....�...:.�..,�: CN SUBCONTRACTORS, AND PUBLIC SAFETY DURING ALL PHASES OF CONSTRUCTION. building' architectures and scale to maintain a unified appearance." PP Numberof parking space required for tal building plot �- CD2 SITE PLAN- DIMENSIONS X100 coverage of rouradcc�ver, decorative paving, rock Not loose), or ® perennial Parkin space for every square fee (790,662./ 2�C sf) P t ) P gross required C 0 3 SITE PLAN _ CADIC in parking lot islands, swolels and drainage areas, the parking lot setback, rights-of-way, x:163 project i p'� FLOOD PLAIN +end adjacent property disturbed during construction.* W4 SITE PLAN -� D E TA I L v Total Number of Parking Spaces provide 5,036 a ti � / NO PORTION OF THIS SITE UES THIN °fhDE 10i�► YEAR *Irrigation system 9 ys ern will be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flom Device or a Double- P l Check Back Flow Device, sand installed as City C05 SITE PLAIN UTILITIES C11 s iulrliaerof parking spaces removed by s .. 150 FLOOD ZONE OF FEMA FIRM PANEL NNtf, 48041C01MIfr per Ordinance 2394. CD STDRMATER PDLLUTIDN PREVENTION PLAN REVIEWEDaF Numof ber Remaining x.,886 (D 2JUL92 OR ANY SUBSEQUENT FEMA APPROVED 1 OWNER DETAILS � COMPLIANC!!�/ .ado C4 wr E LOMRAOMC CURRENTLY ON THEIR WEBSITE. Ail back flow devices will be Installed and tested upon. Installation as per City �3rdinance 2394. C D 7DEMOLITION PLAN Number of Parking Spaces, claimed b: y number of Parking Spaces Remairlil� g �p g FEB d 7 2011 *Exterior building and site lighting will greet the standards of Section 7.10 0# this Uni#isd Develrs a�aent CDS WATER DETAILS ZONING 9 Luys DRAINAGE DETAILS 4,64 ; � BUILDING AREA Ordinance. The light source shad not project below an opaque housing and no fixture shall directly li ht hors-rontall Fist til b 4-A D A WAS T SWAT E P D E TA I L X u 000 z Vs Rest ur t an 4,R6�4 W 4280 Mi 1' MAIN BUILDING AREA: 83'78 SF 4 y♦ uses w e 111oun n such a manner that the projected cane of light does not cross any property line," C10 COORDINATE PLAN ,n.n v PATIO AREA: 1428 SF Parkin 's cis �elTi aI l g z DUMPSTER f STORAGE AREA: 625 SF C11 SIDEWALK PLAN z m Ca REVIEWEDaF 00 , TOTAL BUILDING AREA: '104.29 SF 1 OWNER DETAILS � COMPLIANC!!�/ .ado C4 wr - C 1 3 DRAINAGE DETAILS AT L 1 1Q� Z z FEB d 7 2011 ZONING C14 DRAINAGE DETAILS X u 000 z THIS LOT SLOT 4) ALONG WITH ALL OTHER LOTS IN C MISC DETAILS ...,,.., EIERIN THIS PLAT ARE ZONED 'C-1'. CO ,i hi -'-A 6 ifit 10 ICES PLAN' PHS Je nV THE SEAL APPEARING ON THIS DOCUMENT WAS ^�/ JANUARY 27.B22011, ALTERARANK G. 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" t.. rw r',.-..:,_ ,- :. _ .:. a ... •n....., a �*. ° ' DATE: ON 1 ,.tY,,, r•t..M: \n:.,...v,..,.,e n,. ..,r.\..... '••.... • w...r',....•.r '.,v, ...,•t....,,. ,.•t•r\.•...:'t..... /••.... 'w.... ,..,- J r,:..,,.•r•..:.. r n ,r ''r"�1 { / ' A BY FRANK HIIU • P E#70154A 3lYI/"1R t\y 1 f, Y�� 2011. ALTERATION OFA ' IU GI d'; to iir T WITHOUT PROPER NOTIFICATION TO THE ENGINEERING PRACTICE ACT. ORIGINAL BLE ENGINEER IS AN OFFENSE UNDER THE DOCUMENT WITH SEAQ. SIGNATURE. AND DATE IS ON `\ \\ I � / Ii -•I FILE IN THE OFFICE OF THE ENGINEER AND IS - p = AVAILABLE FOR EXAMINATION UPON REQUEST. A! I I, i v. 0 N tC7 L 0 n 0 0 T_ N 0 N 0 0 Z [R G'•t W to C_ U 0 ! I I I I i // }' }' 1 t �fl• jl // {f ; i• �' ,;' �' f ,; F `1• 1 I 1 I � I ( I -- - `•'�- _t==- _ -,t --. _ s ,.,n ............. ,.` `< -{_- -,3~ / /; >`< ;' �!� BUILDING IS TO BE SPRINKLERED AND IS BEYOND 150' r ,! r< <' , r' FROM EXISTING FIRE HYDRANT; INSTALL NEW FIRE HYDRANT AS SHOWN FOR FDC BUILDING COVERAGE. / ```jj ! 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SGl A,�g // • � ., / / • CAN PRC JB C-1 Q r' '/ s %` / / / PRC .:.....:..... ...:.:::::...::>: 500 50+26.59 ® ,... •' NEW POWER POLE Y - .._.. _ .....EGW.—.. _ EMw STORM DRAIN J ESTORM DRAIN c {�+ s ".• n \ u� �\ \ "` 'y, II '. I �� // /e,,I / it 'J r,.•...:n } � ♦ , 8 SJ EXI• I 1 11 � t SS OE — >i. 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M FROM 280.33 TO 281.06 -REFER ............,...., ...:.:.... f...::.....:.:.::.:•:�:::.�a<.::::.....:..:.::::::�.::::.,:::.;:,:::..:::.::..: ,::.:::..::::::::::�:::�.::.: ..�.,:..:::.:•<<.:.::.:...:.J. � ! � TO DETAIL S1 03 ON MEET C09 FOR LATERAL �� \ •.. . n ..............:..... ._ .:.::... ,.......,.....::...:.,.: :::::.:.:......:.,......:.... :< :..:: ,:.....,......:..:.:...........::........:,.:..,.v.:.:.�.::_.:..:........:...:.:.: • ; C-8� ♦ .- J � � _ ,. ..::.:..:.:::::::.,.:.:.. ...: ...:.:.::.::.::,..:.:::>..�:: ..:�.:.::...::::.:::.::::. .:..::::::•:...::.:::.:. :::. .::..:::::.::.;.:.::.::.:.y:..:. :::.::. .. ..,.:., / t / CONNECTION TO EXISTING MANHOLE. NOTE 10`` � _ 31<.:>:::<.:::::<;,:>•:•<.;:.:'�,: :<:<�<::<::;;......\ ? ...� ,\ , 1 - Z -C '� 2. ALL ALIGNMENT AN t..: •,...::. . r ! GL.ES ARE \ 'i . •• ,.: / 180 90 _ �;,. gyp .. 45 UNLESS OTHERWISE NO D. \ o •::•:.,•.,j+,;!,:::j•:..:.yiti.:.i: ii: :::}::i::::+:iTiN::i , � t. ��::,��,: F°:�::> > :>: f x�$ . JB C -3A1 .,.....� I -i • °".:-�:�, .. �"•: /, �+. +�, ! ��V � C� 3. CONTRACTOR TO INSTALL FITTINGS AS NEEDED TO AVOID PROPOSED UTI TY LINE CONFLICTS. �• ! �' •.\ _ ��-- —I � �hk+r. ....:::-.;"�:<;:. •;ii::i2.i:.:::.: :::q1C t I'•,,.,..n.,n..:•`,...��"+.:..,d' A � ,, , � O 4 IV, �. Q` . ALL FIRE UNE FITTINGS/VALVES/HYDRANT SHALL HAVE THRUST BLOCK] AS PER DETAIL W2 SHEET C08. PIPE 15'e'P g / FITTINGS SHALL HAVE MECHANICAL RESTRAINING I r PROPOSED PUE INT ASSEMBLIES TO BE PROVED BY THE ENGINEER FOR ANY PIPE -- - - - - - _ / _ _ _ - \ \�. ` J`""`� 4 F% I-1 ® / / ,// � / / �/ JOINT WITHIN 10' OF SAID FITTING/VALVE/HYDRANT. ............ 'r` "Y • a a / 0\' 5. REFER TO SHEET C15 FOR CALL OUTS 1 AND 2. a.,, 6. PROPOSED 10 PUBLIC �F, CU�� UTILITY EASEMENTS (PUE). ' < -: >: ;.<<; :: <: ,< ::; I -• - c� " 7. REFER TO SHEET C09 FOR SANITARY SEWER PROFILE DATA, ::.>-:,;:<,::::: A =130'56 50 A, UNE SIZES, SLOPES, FITTINGS, ":>' � � ` / ETC. 8. REFER TO SHEET C13 FOR STORM DRAIN A TO I PROFILE DATA, UNE 94ES, SLOPES, FITTINGS, ETC. t� �\ \\ \tea F. \ J..::: ,.>:::.;..;:.•:> — . — // 9 2'x4' PLASTIC PULL BOX, CENTERED IN SIDEWALK. COORDINATE WITH VE]ZON POC FOR SPECIFlCTYPE CONTRACTOR �� .. \ \ \ \ \ • \ \ \ >:<.::<: < % , - / / / TO PROVIDE AND INSTALL ` /ire \\� \ ``�♦ \ - - \ b:•r f rr fa'':%"`••;:.t.: 1 "`• .�,• `"'1 IN 10. 3X5 PLASTIC PULL 60X, PROVIDED BY CSU, INSTALLED BY CONTRACT • TOP OF BOX SHALL BE 1 ABOVE \ FINISH \ ;«;<. `:>;• ORIENT LONG SIDE TO DEAD END EXTENSION GROUND. `:`",/- .\ \ \� .\\ �7i \'••:'�;.'r���%r'i�`"?'.•.•`','�J.�.�•`•�•'.f%i��'• 'I '—•,� _.... EXISTING CURBING (TVP) � - ,,� / / 11. PROPOSED 6 PUBLIC WATER MAIN MATERIAL TYPE TO BE PRESSURE C SS 200, DR 14, AWWA C-900 OR C-909. RELOCATE EXISTING •� _ r % � � / j � r r r �. M / \ \ \ \ :;:: <:,p::<;: ><:<.'::: <::<,:>,• LIGHT STANDARD / / `, r 12.2 GAS SERVICE UNE TO BE BORED UNDER DRIVELANE BY ATMOS ENE GY ' ' ' ' / + �; , / / / 13 FIRE DEPARTMENT CONNECTION: WALL MOUNTED DEVICE AS PER CITY COLLEGE STATION FIRE MARSHALL FROM A TO B / �Q £ , , 4 APPROVAL; REFER TO MEP PLANS FOR CONNECTION DETAILS. \ \�\\ / /, / eco CATV AND TELE CONDUITS TO BREAK /------------------...._--/ �j AWAY AND CONNECT TO SERVICE ON _ POWER POLL Y; CU2 TO EXTEND TOREVIEW D R, NEW POWER POLE Y. COMP. I MAY 19 Z011 U11UTY POINTS OF CONTACT (POC): COLLEGE k :... , TION TELEPHONE: VERIZON. BRENDA VAJDAK, 979-821-4770 \ \ \ ,�, EXISTING POWER POLE 'X'ENGINEERI ELECTRIC: COLLEGE STATION UTILITIES, SAM WEIDO, 979-764-6314 CABLE TELEVISION: SUDDENLINK, CHRIS GOOTEE, 979-595-2429 GAS: ATMOS ENERGY KIMBERLY WINN 979-774-2506 FIRE PROTECTION PARAMETERS The proposed building Type' is V -B with a size of 10249 SF. With a 50 % reduction for proposed sprinkler system the site flow requirement as per Table 13105-1 IFC 2009 is 1375 GPM @ 20 PSL .UTILITY LOADINGS TABLE \ \ \ `.`� \ \ �', /% / /J/, / /• / % MINIMUM WATER dEbWAND: 4382 GPD MAXIMUM WATER DEMAND: 17528 GPD AVERAGE WATER DEMAND: 75.3 GPM MAXIMUM SEWER LOADING: 8764 GPD �n REE-VEAVED FOR n i� 41p, f„ MAY 17 2011 g � s en Not .r ifly PUNT z i L THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY FRANK G. HILL, P.E. ;#p770154 ON LARCH 3, 2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ORIGINAL DOCUMENT WITH SEAL. SIGNATURE, AND DATE IS ON FILE IN THE OFFICE OF THE ENGINEER AND IS AVAILABLE FOR EXAMINATION UPON REQUEST. �O 00 N tn 00 Cn H O Cn •�!!.� L7 a N M 00 �,otTUCfi, r O �in �aatua� c O M � N Z 0 L M s jR X0 w X0 w 71z O��Fo ppa�i� ZZj Q QY�G n oQ -5� o C4 z , z aw I I iEIL i a jd 2Z�� ♦r m- 04 g • U Z Lo` O0 V) V Z J X _J Q F- 0 M V) Z W 0 Q/ e ^i V ..I F— F— — Vr ^ 7.) 0 W 0 O W' C.�il' Q.: Z L U;I N 44S N V C Q _ Q 3r. OC r) I— w U V) U Ob < U 0' Q " '".�— N .►]� L r C Cv C 11 . -7-1W DATE: 3MAR11 C05 n DATE: 3MAR11 C05 V2" CHAMFIR 4TYPfCa } •4. BAR # 4 BARS Q 16" CIC 4 .7 7` �. R4' 20 -DAY CONCRETE STREWTH•3500 psi. DOWELLED IN CURBS DETAIL µ TYPICAL RIBBON CURB ,A -e r Tau. N1 nor_ JAW. 2009 BIC$ UNIFIED LirrnF 4Uzt.rrr•. ST.r�;� oer�u_ N} CFI•x $dCS UNIFIED Cin��rt,:arar::.•rS��7"!�'� f't I Y etl 1I+� tih •ry,�,„�r�,,�.::„h: STANDARD DETAIL '$7`"l-�I'e� • JAN• 2009 ST/NDARD BL°i'AIL STI -03 REFER TO HMAC SPECIFICATION NOTE: FOR LIFT AND COMPACTION EQUDMEIYTS TYPE "C" EXPANSION JOINTS IN CURB II, GUTTER SHALL IK SPACED AT A MAXM IM DISTANCE OF 5O' APART AND AT ALL RADIUS POINTS,P.T.%ANO P.G.'s. TYPE "WCONTRACTION JOINTS IN CUP$ k OflTI:R SMALL SE SPACED AT A MAXIMUM OISTAMICE OF V APART MIN. 13^ HMAC (TYPE O OR OI EXISTING SEAT. C04T1 HMArr, SAW CUT 24" � Y 1; 3' C{IMPRC?EO CEMENT At34." $ r.. " i. t � zED sAluD •�" , s Y 114"R • ,,' , 12,. �, { -" 4 A 1� r 0Sf4' $,. s 3f4" i2.• Q.D. .2.. ,. SEE SMDING DETAIL FOR APPROPRIATE PIPE TYPE 3„ UNOISTtfR BeD SOIL v�tR�S z 04 BARS Si DoKiLsH TYPICAL COMBINED OPEIM CUT SEAL COAT SPILL CURE /OVERLAY STREET 9A a DVA. NO CATS DE flit. N� B/Ca UNIFIED t1 oFltaaa�t +sr�s[n t.'i'T1' c}t` xTiv:�rr JAN.2009 IAC$ UNIFIED tirs•r,Fl:urarF�'r,+ru� �•Ur/„w/lfi.4:u•.fr,: STANDARD DETAIL STI -04 i'I'tk 4F :�ftY•tt: JAN. 2+Ef09 STANDARD -DETAIL OT 11 SEE SITE PLAN FOR WIDTH n! Awe+ "A" 1z nnn. ne.,% #3 BARS AT 18" OC EACH WAY CENTERED IN SLAB NOTES: 1. 1/2" EXPANSION JOINTS 0 40' INTERVALS 2. SAWCUT JOINTS 0 10' ON CENTER 4 CONCRETE SIDEWALK NTS PRIME COAT X" HOT MIX ASPHALTIC CONCRETE (HMAC) PAVEMENT 40 .000 00.0 Y" FLEX46LE BASE Q Qoo�o. Qao o OpCPO. 2" MOISTURE CONDITIONED SUBGRADE' �•Ov HMAC PAVEMENT SECTION(HEAVY) NTS X HMAC 2" DEPTH, TXDOT ITEM 340 TYPE D Y FLEXBASE 12" COMPACTED DEPTH, TXDOT ITEM .247 TYPE A OR B. GRADE 2 Z SUBGRADE 6" MOISTURE COMPACTED, 959 PROCTOR (ASTM D698) PRIME COATF.X-HOT MIX ASPHALTIC ao ;CONCRETE (HMAC) PAVEMENT OF :%,%l o0 ........r ,1- e 0 0 C�aQgo.' �,Q po• o K) *::........ e,....::*.X 00 'Y" FLEXIBLE BASE QQ �1o•Q �GORDON••L,..1C )HU7EK� Q 0 0 " • Q 0� O O• . ♦ 47782 8 • •yti : c, NOTE: PIPE SHALL BE 6" SCH 40 STEEL BASE PLATE 1777 • o �7 w Hot Rix Asphaltic Concrete Pavement SECTION S-8 FOR R PA VFtEdT DESIGN ONLY • MOISTURE CONDITION91) SUBGRADE ' • I ft i W ti I f f f fX, f f :•. /� f/� /i //\ /i. //,1 f/, /�• /% //\ ,�/\ REFER TO GEOTECHNICAL INVESTIGATION, PROPOSED tructi � BJaS RESTAURANT,. POST OAK MALI., 1500 HARVEY ��°d� ROAD, COLLEGE STATION, TEXAS' W 'N MAC PAVEMENT SE TI ! �9 (LIGHT) FO PR JEGT 2102'16.001 DATED 3DEC10, FOR : ADDITIONAL IN ?RMATION RELATED TO PAVEMENT 15voso:91 NTS SECTIONS, ETC. CONCRETE/ SPHALT PVMT JUNCTION DETAIL NTS depth of six inches. Compaction of the subgrade shall be to a minimum of 95% the sub rade then a mi�timum of two inches of a concrete s s and less than 100% of its maximum dry density when determined in accordance with g ? sand cushion hall be oma® n placed over the subgrade• ooa ASTM D 69$, Standard Proctor. The subgrade should be within 3� of optimum �B moisture at time of compaction.j ooz i It is recommended that the control joints be sealed with a rubberized asphalt C. Fill sections may be composed of an -site material oxeladin topsoil,_ vegetation or silicate joint sealer. The material proposed for use for joint sealer shall 00W p 9 P g b i z or organics and meet the requirements a submitted to the Engineer a minimum of 10 days prier to its use. after a a ga n m eq encs of common fill as herein specified. Fills � construction the control 'its sh X should be compacted in lifts not exceeding sight inches after compaction and be on joints ould be inspected periodically and resealed, 4 compacted in accordance with item b above. if necessary, Zma a 2. Base Course g DETAIL B 1OVM AS GUIDANCE FOR INTENDED za a. Base material shall be Type A or S, Grade 2 or better, according to the TxDOT ; ON Specification Item 247. ONLY LY' 2 S in�o a S ARE REQUIRED FOR THIS PROJECT. s b. Thickness of the base course shall be a minimum as recommended above, see Table 7. c. Base course compaction shall. be 100% of its maximum dry density as determined by TxDOT procedure TEX 113-E, The moisture content during compaction and testing shall be maintained within $% of optimum moisture content. Density control by #3 DOWEL BARS INTO PROPOS D WALK means of field density determination shall be exercised. REFER TO PLAN 1" EPANSI N JOINT d. After compaction, testing and curing of the base material, the .surface should be TOP f'� ®. primed using a MC - 30 prime Boat. 1 a #3 BARS 18 O,C. EACHWAY .' 3. Mot Mix Asphaltic concrete � • QR 'WELD U E A R Surfacing shall c _ 1 consist of hot mix asphaltic concrete meeting the requirements of f"1""'1 WIRE FLAT SHEETS -- --- C TXDOT Item 340. It is recommended that the HMAC be a T e D mixture. Thickness shall in accordance with Table 7 of the Geotechnical Report. The HMAC shall be compacted to a minimum 91% of maximum laboratory density and not greater than 97% I TOP MINIIv1UM GRAVEL, --� of the theoretical maximum specific gravity when determined by ASTM D 2041. 1 " XP NSION J' I �' CRUSHED r� E A O NTT MOCK OR C Density and thickness verification shall be by cores. ' FLEXIBLE BASE MATERIAL ....J X 1 /2" 30:00 PSI @ 28 DAYS CONCRETE EXPANSION JOINT BOTTOM CONCRETE •fir � A X" REINFORCING STEEL ` ' O ' A D' Q .. •'.. •.. ..; :� - „I - ..,ins D #3 DOWEL BARS INTO SECTION A-� �. D D f1 .� ... .., ... .. •....; - .,;: " {•. a� SGA 1 21 PROPOSED VALE - r• _ •i' r •. S Z" UBGRA • DE' r A B "" 1 DIA GALVANIZED LJ V BOTTOM STEEL PIE HANDRAIL 3' MIN I , W a �{ CONCRETE PAVEMENT I <i NTS PLAN VIEW UPJ _ I > , I csQ' {`e SCALE: 1"=4'M (I j SEEI X REINF 3", #4 REINF 0 15" OCEW Y CONCRETE 6" PC CONCRETE, f c = 4000 PSI Z SUBGRADE 6" MOISTURE COMPACTED, 95X PROCTOR (ASTM D69$) 'CONCRETE APRON 16.: VN RET STET'" S CONCRETE I DETAIL 1 i E STEPS { a, 4 3/8" (EXPANSION BOLTS { 6 " C IN SHRINK -PROOF EPDXY W Qf'C1 TOP OF 6" x 6" x X" STEEL STEPS g,er..� NOTE: PIPE SHALL BE 6" SCH 40 STEEL BASE PLATE 1777 99 ff VJ � crz Hot Rix Asphaltic Concrete Pavement SECTION S-8 " CONCRETE - PROFILE VIEW FRONT VIEW > > C� � Z;2 1. subgrade and Foundation Soil Preparation Portland Cement Concrete Pavement SCALE: 14'=4' : . PAINT BOLLARD may( M z m Control joints shall be 16 feet on centers each -way,. The reinforcing steel a. Strip and remove from construction area any top soil, organics and vegetation should not run continuous through the joints, Full slip doweled expansion to a minimum depth of 6 inches below the existing natural ground surface, z o 'Hui joints with bituminous fiber or red wood filler ;should be installed at contact All noticeably soft .spots or areas of deleterious material should be removed with fixed structures. Frequent tise of control joints will improve the and replaced with a common fill as herein specified. Compaction of this common $��o a fill performance of the concrete pavement. In particular, control Joints should be fill should be as stated in 1.b, below. o ,a�-" 11"a constructed wherever the concrete pavement abuts to a structural element subject b. Scarff and recom act the subgrade under control to a different magnitude of movement; such as: light poles, retaining walls, Y pled density procedures to a a flip build n foundations or manholes. If the concrete is laced immediate) on g s p Y � CONCRETE/ SPHALT PVMT JUNCTION DETAIL NTS depth of six inches. Compaction of the subgrade shall be to a minimum of 95% the sub rade then a mi�timum of two inches of a concrete s s and less than 100% of its maximum dry density when determined in accordance with g ? sand cushion hall be oma® n placed over the subgrade• ooa ASTM D 69$, Standard Proctor. The subgrade should be within 3� of optimum �B moisture at time of compaction.j ooz i It is recommended that the control joints be sealed with a rubberized asphalt C. Fill sections may be composed of an -site material oxeladin topsoil,_ vegetation or silicate joint sealer. The material proposed for use for joint sealer shall 00W p 9 P g b i z or organics and meet the requirements a submitted to the Engineer a minimum of 10 days prier to its use. after a a ga n m eq encs of common fill as herein specified. Fills � construction the control 'its sh X should be compacted in lifts not exceeding sight inches after compaction and be on joints ould be inspected periodically and resealed, 4 compacted in accordance with item b above. if necessary, Zma a 2. Base Course g DETAIL B 1OVM AS GUIDANCE FOR INTENDED za a. Base material shall be Type A or S, Grade 2 or better, according to the TxDOT ; ON Specification Item 247. ONLY LY' 2 S in�o a S ARE REQUIRED FOR THIS PROJECT. s b. Thickness of the base course shall be a minimum as recommended above, see Table 7. c. Base course compaction shall. be 100% of its maximum dry density as determined by TxDOT procedure TEX 113-E, The moisture content during compaction and testing shall be maintained within $% of optimum moisture content. Density control by #3 DOWEL BARS INTO PROPOS D WALK means of field density determination shall be exercised. REFER TO PLAN 1" EPANSI N JOINT d. After compaction, testing and curing of the base material, the .surface should be TOP f'� ®. primed using a MC - 30 prime Boat. 1 a #3 BARS 18 O,C. EACHWAY .' 3. Mot Mix Asphaltic concrete � • QR 'WELD U E A R Surfacing shall c _ 1 consist of hot mix asphaltic concrete meeting the requirements of f"1""'1 WIRE FLAT SHEETS -- --- C TXDOT Item 340. It is recommended that the HMAC be a T e D mixture. Thickness shall in accordance with Table 7 of the Geotechnical Report. The HMAC shall be compacted to a minimum 91% of maximum laboratory density and not greater than 97% I TOP MINIIv1UM GRAVEL, --� of the theoretical maximum specific gravity when determined by ASTM D 2041. 1 " XP NSION J' I �' CRUSHED r� E A O NTT MOCK OR C Density and thickness verification shall be by cores. ' FLEXIBLE BASE MATERIAL ....J X 1 /2" 30:00 PSI @ 28 DAYS CONCRETE EXPANSION JOINT BOTTOM CONCRETE •fir � A X" REINFORCING STEEL ` ' O ' A D' Q .. •'.. •.. ..; :� - „I - ..,ins D #3 DOWEL BARS INTO SECTION A-� �. D D f1 .� ... .., ... .. •....; - .,;: " {•. a� SGA 1 21 PROPOSED VALE - r• _ •i' r •. S Z" UBGRA • DE' r A B "" 1 DIA GALVANIZED LJ V BOTTOM STEEL PIE HANDRAIL 3' MIN I , W a �{ CONCRETE PAVEMENT I <i NTS PLAN VIEW UPJ _ I > , I csQ' {`e SCALE: 1"=4'M (I j SEEI X REINF 3", #4 REINF 0 15" OCEW Y CONCRETE 6" PC CONCRETE, f c = 4000 PSI Z SUBGRADE 6" MOISTURE COMPACTED, 95X PROCTOR (ASTM D69$) 'CONCRETE APRON 16.: VN RET STET'" S CONCRETE I DETAIL 1 i E STEPS { a, 4 3/8" (EXPANSION BOLTS { 6 " C IN SHRINK -PROOF EPDXY W Qf'C1 TOP OF 6" x 6" x X" STEEL STEPS g,er..� NOTE: PIPE SHALL BE 6" SCH 40 STEEL BASE PLATE 1777 99 ff VJ ..r PAPE HANDRAIL DETAIL SECTION S-8 " CONCRETE - PROFILE VIEW FRONT VIEW > > C� C. BOLLARD _ SCALE. 1"=4' NOTES SCALE: 14'=4' : . PAINT BOLLARD may( M f 1. PLACE STEPS TO OONFORM 'WITH PROPOSED SITE GRADING PLAN. HANDRAILE� 0LO h. �� CRETE STEPS DETAIL 19U,._..._ Lr CS SCALE: 1"-6' u - [I'M ' LIMITS OF PAVEMENT RECONSTRUCTION FEB 07 %(111 f LIMITS OF NEW BASE I FOR SURFACE COURSE & C U LnLa SAW -CUT JOINT 12" BASE; CONSTRUCTION E®(�EN I,�, 4 EXISTING ASPHALT (MIN) SEE PAVEMENTDEL+ PAVEMENT TACK COAT STRUCTURE DETAILS PT FILE), ! 4CRETE FILL ms's` 0*t,� 3 �� 100 PSI) SLOPE w,,� :• ®� opy o: annin A.% : EXISTING BASE �� •Irk �QF. MATERIAL TACK (COAT _ t��d�►®�®®� NEW SUBGRADE s! 6 PIPE CONCRETE BOLLARD PAVEMENT JUNCTION DETAILS NTS NTS DATE: 13JAN 11 I y .3267 283.53 �. 119284.57 TN ! ! , 284.67 ` r r • J' ::.. 4099 10158.5276 9988.6362 283.33LJ of '> S F >: 4 r 4100 10160.2 r �. / 272 9983.93 39 2 83. 3 - r a. / i ti r r?• >. t 4101 0 s CI <�! � 1 01 55 52 !4 8 9 982. a i t.2 344 2 8 283.33 r 41 , 02 1 0 153. 82 t 53 986. 93 67 2 83. 3 <C " r' 41 10 156. 18 rWIDTH67 s �� "' w%�•95.1 1 ..31 ..28 0 S3. EE90 1 -i fn / PLAN. ® WHERE :.f%• r 4 i 04 �' 10154.4872 `*, 9999. 8154 283. o Q >\90 •1 i`r l C �::::, EEDS TWO F , 2 .,.,:::.'� ti FEET 4 1 Y 05 1 0149.7 0 849 99 98. i' 1 i 5 82 �♦ 83 . F� � w 90 .J f W A :� B WID E > CON C 41 SU 0 SUPPORT 6 10112 T .2 2 s 3 9 9 9 71 ! .369 32 82. 3 7 i` r 0 10073.94 A 63 - S o HA 9953.2817 t •:;i; .„:. 402 LL 4021 BE B PR PROVIDED 2 0 '�.81. ->` rz` ED3 &` f • • : • 4108 10257.7339 001 �y•� ;.t.: .. ,. .... � 3.0079 28 3. •,• 87 .r..: 2 -0 MAXIMUM UM SPAN A N 3 I A A 4 Y 1 09 1 02 66. 1 98 W 0 067 2 4 J� 8 .1 0� 8E ; .i TINE EN SUPPORTS it s i f .n i 2 DIAMOND D PLATE : -STEELCOVER 0 VER fCONTROL r r�O0 rr TW 6 2 84. ... . 36 ... \\ U JOlN T I f' ' r .:..:::...:... i (jONTROL .:... .... r:::::: .::: ;• ..... µ. v.:........ n. .». .... .. ..... w4 n.::., ES �� Q 1 : VARI .. ...::.:::.:.... 12* 12"2 REvisiON 2C HAN GED I :kl•: TN I..J;n� SI D EWA "� LK ":,%:;>�-> ;.:::.,,. ... -4069 � I ... 4066 .:,~<::::::°:::.:: /. J f• n -/•a. J l t .y ry .r .......:::::.................::.:: .. .::::: .... ..,. .. r.. ... rr :. .... ....... .r.. r.... ......:...:. .. ..... J SJ ..t ..-. ......::5. 6 �`����� F ISCA 4.36 ::..:::.}::.... 1 r-� f ... J .JJ » ¢.... �.eeW.. .... ... ,. ,.r. r - .. .......,.rte., ... : ,., ...... ... ................. ...:... .. ............. , ............ .. � .. mss..:.>:;.;. 84.9 a ..... 1 l ...... ........:... ....::..... n.: .:...... .......:.:..... ::::......::.::.:....... .......::.:::.:::: 1 �. i .• .r:.. ... .. .. ..... .. ..... ..... .f..,J. ... .. -. . . :!. '.:::: nom.. )) r r .... ..:::' J..:S:.. :v...:::._v: is nS::: ...... .. ... ..........r ... ...... ... ... .. . .::.:::::::::: • <f ..... ........ ..... ..... r. r. ... r .. ........... ..... .. ........:/... ........ .... .... ..J.r. 'ti rig: •''i''•":\�•� N ..............:. r . REVIEW y...... ....................................... ............:... .r TP -/284.71. :..,.. ..,..:.r . , ... ......... � ........ �'�` �• . <r,' ..., . l..... .. p..... .. .... ..... . .... 407 ... .. +.... ...: ........ .................. • I} .. ., .. :... 1. ... F.. ....... . . ... j� • .: ..., n.:.: .,. �....,...::.,• .r. .r .,... r........:. .,.:. ..., ....:. ....,.... . . TN ,.:. »....... ,:• :..-.. .: ..: n.::::-:,: (,l:ir,.f.>x;. : ,� f .. -... _:...COMPLIANZit 283.67 Lo ...... ..... .,::,;:.. ...:},>U: %,;;,,: •., .. ': i ( s' .!•'4014 ..... r .............,:: �.: ,».:.»:.... , ..�:.,......:.:J•:>;-.:..... ^ >' .n::.>Y '••>. TW 283 .96 ;;:,,,.•. �� <9 ...».�K=� F TW .283.88 2 I 0 .. SAND i 3 w 1 �j M TW 4 rc` 283. 2 11 Y 2 a H TW 28 1 3.45 6%6 •sr�<� ..i„wt.:ir.:..>.. x10 GA. • v t 1 I I TW 32' 2 84.9 0 %E S •,I. WIRE >' E t• MESH 0 ......:....... . . ,094 h 012 OCEW ml S w Tw 1 .� 284.7 x1 2 E r' : r.:.•:. .. ::•:::: •.. i::µ•:4: •:/!i, •. •::lvlf?NJ..i.rixS ::.i:,: iSSS•: J: n. r.(C •ny:• .:! ;•;! }'.. ` . .. �. Ij'�- 1 2.2:A r / BARTACK WELD L' MAX cOR l0 i� I z S P `/ S •d j • { I IA n zz 2 1. OvE I V 3.l S ibl 284 J ` f r 0 _{� •�• t1 V �• I t� 4 . / •Z Y 2 16 7 ( J » M TN 284. w 50 d� r/r J.J.:• r a• 2 x2 X3 W 1,.,...:•x!:.!1:1}Fn: r %:i, i TW S 1n 284 TU .67 D f AN GLE f.. w L P _ TW M� v2 284.6 . � 0 AN � fl CHORS 1 .. 2 .,• DIAMOND SVD TE M fIT F/ J 4 2 i:•: 4.18 s d� �:. day .� q i 2 O.C. STEM .�: '!•i a EL O0 VER � � N rF a AN ^'i.. P 7ED A , 284. 9 :y . •o <i.» d' i .}t,":,.�,! ..�.;. � TW 284.36 � •.d - PLAT u� _ .••' <c. � NOTE: � 4 TRENCH �: VER v T 0 r >r> EXTEND F J.f . f• -•r-----a- 9 oig r.,l...n,.4! v TW - 2 `<� . 84.3 -. :.x.:; J:,:,,. o� .. CON NUOUSLY FROM 1 . FACE E � • r o CURB }l ii r;�.. ..moi' W is < ?_€ 284. 1 h _ 3 TO �>ir � 6 RIGH _ � T OF WAY �`��%� LINE 0 0 �� 1, 8 <.. 38.1 0 --. i 1 Q 4 0 . 0� 0 6 .,_ 1 SIDEWALK DRAIN N� t� NTS CrnfD .,� 4087 10172.7886 ,10078.7239 284.36LEL %ftd � l __- 4088 4089 10 177.4908 10171.0896 110080.4235 i0083.4248 284.36 284.30 -.✓ V o 1 4090 4091 10146.9078 10155.464610088.4106 10086.4606 284.96 _ ' W r 4092 10145.2034 0091.1611 284.86 284.86 ' J / / F• 10143.50390095.8634 284.34 `s J 4094 4095 10153.3998 10167.5702 0094.1235 9986.5878 284.76 f r ' , o 4096 10150.6721 0076.0454 283.47 284.96 rW}� ,N 4097 10158.8636 0079.0060 t4 V 4098 10167 7850 r ` � :'? •/lTN 284.67 {..i! 9 i {'F y,•r 9� l+r• / ITP 285.00 y .3267 283.53 �. 119284.57 TN ! ! , 284.67 ` r r • J' ::.. 4099 10158.5276 9988.6362 283.33LJ of '> S F >: 4 r 4100 10160.2 r �. / 272 9983.93 39 2 83. 3 - r a. / i ti r r?• >. t 4101 0 s CI <�! � 1 01 55 52 !4 8 9 982. a i t.2 344 2 8 283.33 r 41 , 02 1 0 153. 82 t 53 986. 93 67 2 83. 3 <C " r' 41 10 156. 18 rWIDTH67 s �� "' w%�•95.1 1 ..31 ..28 0 S3. EE90 1 -i fn / PLAN. ® WHERE :.f%• r 4 i 04 �' 10154.4872 `*, 9999. 8154 283. o Q >\90 •1 i`r l C �::::, EEDS TWO F , 2 .,.,:::.'� ti FEET 4 1 Y 05 1 0149.7 0 849 99 98. i' 1 i 5 82 �♦ 83 . F� � w 90 .J f W A :� B WID E > CON C 41 SU 0 SUPPORT 6 10112 T .2 2 s 3 9 9 9 71 ! .369 32 82. 3 7 i` r 0 10073.94 A 63 - S o HA 9953.2817 t •:;i; .„:. 402 LL 4021 BE B PR PROVIDED 2 0 '�.81. ->` rz` ED3 &` f • • : • 4108 10257.7339 001 �y•� ;.t.: .. ,. .... � 3.0079 28 3. •,• 87 .r..: 2 -0 MAXIMUM UM SPAN A N 3 I A A 4 Y 1 09 1 02 66. 1 98 W 0 067 2 4 J� 8 .1 0� 8E ; .i TINE EN SUPPORTS it s i f .n i 2 DIAMOND D PLATE : -STEELCOVER 0 VER fCONTROL r r�O0 rr TW 6 2 84. ... . 36 ... \\ U JOlN T I f' ' r .:..:::...:... i (jONTROL .:... .... r:::::: .::: ;• ..... µ. v.:........ n. .». .... .. ..... w4 n.::., ES �� Q 1 : VARI .. ...::.:::.:.... 12* 12"2 REvisiON 2C HAN GED I :kl•: TN I..J;n� SI D EWA "� LK ":,%:;>�-> ;.:::.,,. ... -4069 � I ... 4066 .:,~<::::::°:::.:: /. J f• n -/•a. J l t .y ry .r .......:::::.................::.:: .. .::::: .... ..,. .. r.. ... rr :. .... ....... .r.. r.... ......:...:. .. ..... J SJ ..t ..-. ......::5. 6 �`����� F ISCA 4.36 ::..:::.}::.... 1 r-� f ... J .JJ » ¢.... �.eeW.. .... ... ,. ,.r. r - .. .......,.rte., ... : ,., ...... ... ................. ...:... .. ............. , ............ .. � .. mss..:.>:;.;. 84.9 a ..... 1 l ...... ........:... ....::..... n.: .:...... .......:.:..... ::::......::.::.:....... .......::.:::.:::: 1 �. i .• .r:.. ... .. .. ..... .. ..... ..... .f..,J. ... .. -. . . :!. '.:::: nom.. )) r r .... ..:::' J..:S:.. :v...:::._v: is nS::: ...... .. ... ..........r ... ...... ... ... .. . .::.:::::::::: • <f ..... ........ ..... ..... r. r. ... r .. ........... ..... .. ........:/... ........ .... .... ..J.r. 'ti rig: •''i''•":\�•� N ..............:. r . REVIEW y...... ....................................... ............:... .r TP -/284.71. :..,.. ..,..:.r . , ... ......... � ........ �'�` �• . <r,' ..., . l..... .. p..... .. .... ..... . .... 407 ... .. +.... ...: ........ .................. • I} .. ., .. :... 1. ... F.. ....... . . ... j� • .: ..., n.:.: .,. �....,...::.,• .r. .r .,... r........:. .,.:. ..., ....:. ....,.... . . TN ,.:. »....... ,:• :..-.. .: ..: n.::::-:,: (,l:ir,.f.>x;. : ,� f .. -... _:...COMPLIANZit 283.67 Lo ...... ..... .,::,;:.. ...:},>U: %,;;,,: •., .. ': i ( s' .!•'4014 ..... r .............,:: �.: ,».:.»:.... , ..�:.,......:.:J•:>;-.:..... ^ >' .n::.>Y '••>. TW 283 .96 ;;:,,,.•. �� <9 ...».�K=� F TW .283.88 2 I 0 .. SAND i 3 w 1 �j M TW 4 rc` 283. 2 11 Y 2 a H TW 28 1 3.45 6%6 •sr�<� ..i„wt.:ir.:..>.. x10 GA. • v t 1 I I TW 32' 2 84.9 0 %E S •,I. WIRE >' E t• MESH 0 ......:....... . . ,094 h 012 OCEW ml S w Tw 1 .� 284.7 x1 2 E r' : r.:.•:. .. ::•:::: •.. i::µ•:4: •:/!i, •. •::lvlf?NJ..i.rixS ::.i:,: iSSS•: J: n. r.(C •ny:• .:! ;•;! }'.. ` . .. �. Ij'�- 1 2.2:A r / BARTACK WELD L' MAX cOR l0 i� I z S P `/ S •d j • { I IA n zz 2 1. OvE I V 3.l S ibl 284 J ` f r 0 _{� •�• t1 V �• I t� 4 . / •Z Y 2 16 7 ( J » M TN 284. w 50 d� r/r J.J.:• r a• 2 x2 X3 W 1,.,...:•x!:.!1:1}Fn: r %:i, i TW S 1n 284 TU .67 D f AN GLE f.. w L P _ TW M� v2 284.6 . � 0 AN � fl CHORS 1 .. 2 .,• DIAMOND SVD TE M fIT F/ J 4 2 i:•: 4.18 s d� �:. day .� q i 2 O.C. STEM .�: '!•i a EL O0 VER � � N rF a AN ^'i.. P 7ED A , 284. 9 :y . •o <i.» d' i .}t,":,.�,! ..�.;. � TW 284.36 � •.d - PLAT u� _ .••' <c. � NOTE: � 4 TRENCH �: VER v T 0 r >r> EXTEND F J.f . f• -•r-----a- 9 oig r.,l...n,.4! v TW - 2 `<� . 84.3 -. :.x.:; J:,:,,. o� .. CON NUOUSLY FROM 1 . FACE E � • r o CURB }l ii r;�.. ..moi' W is < ?_€ 284. 1 h _ 3 TO �>ir � 6 RIGH _ � T OF WAY �`��%� LINE 0 0 �� 1, 8 <.. 38.1 0 --. i 1 Q 4 0 . 0� 0 6 .,_ 1 SIDEWALK DRAIN N� t� NTS CrnfD .,� 4087 10172.7886 ,10078.7239 284.36LEL %ftd � l __- 4088 4089 10 177.4908 10171.0896 110080.4235 i0083.4248 284.36 284.30 -.✓ V o 1 4090 4091 10146.9078 10155.464610088.4106 10086.4606 284.96 _ ' W r 4092 10145.2034 0091.1611 284.86 284.86 ' J 4093 10143.50390095.8634 284.34 `s J 4094 4095 10153.3998 10167.5702 0094.1235 9986.5878 284.76 < r ' , o 4096 10150.6721 0076.0454 283.47 284.96 rW}� ,N 4097 10158.8636 0079.0060 284.86 V 4098 10167 7850 9998 � y .3267 283.53 �. 119284.57 TN ! ! , 284.67 ` r r • J' ::.. 4099 10158.5276 9988.6362 283.33LJ of '> S F >: 4 r 4100 10160.2 r �. / 272 9983.93 39 2 83. 3 - r a. / i ti r r?• >. t 4101 0 s CI <�! � 1 01 55 52 !4 8 9 982. a i t.2 344 2 8 283.33 r 41 , 02 1 0 153. 82 t 53 986. 93 67 2 83. 3 <C " r' 41 10 156. 18 rWIDTH67 s �� "' w%�•95.1 1 ..31 ..28 0 S3. EE90 1 -i fn / PLAN. ® WHERE :.f%• r 4 i 04 �' 10154.4872 `*, 9999. 8154 283. o Q >\90 •1 i`r l C �::::, EEDS TWO F , 2 .,.,:::.'� ti FEET 4 1 Y 05 1 0149.7 0 849 99 98. i' 1 i 5 82 �♦ 83 . F� � w 90 .J f W A :� B WID E > CON C 41 SU 0 SUPPORT 6 10112 T .2 2 s 3 9 9 9 71 ! .369 32 82. 3 7 i` r 0 10073.94 A 63 - S o HA 9953.2817 t •:;i; .„:. 402 LL 4021 BE B PR PROVIDED 2 0 '�.81. ->` rz` ED3 &` f • • : • 4108 10257.7339 001 �y•� ;.t.: .. ,. .... � 3.0079 28 3. •,• 87 .r..: 2 -0 MAXIMUM UM SPAN A N 3 I A A 4 Y 1 09 1 02 66. 1 98 W 0 067 2 4 J� 8 .1 0� 8E ; .i TINE EN SUPPORTS it s i f .n i 2 DIAMOND D PLATE : -STEELCOVER 0 VER fCONTROL r r�O0 rr TW 6 2 84. ... . 36 ... \\ U JOlN T I f' ' r .:..:::...:... i (jONTROL .:... .... r:::::: .::: ;• ..... µ. v.:........ n. .». .... .. ..... w4 n.::., ES �� Q 1 : VARI .. ...::.:::.:.... 12* 12"2 REvisiON 2C HAN GED I :kl•: TN I..J;n� SI D EWA "� LK ":,%:;>�-> ;.:::.,,. ... -4069 � I ... 4066 .:,~<::::::°:::.:: /. J f• n -/•a. J l t .y ry .r .......:::::.................::.:: .. .::::: .... ..,. .. r.. ... rr :. .... ....... .r.. r.... ......:...:. .. ..... J SJ ..t ..-. ......::5. 6 �`����� F ISCA 4.36 ::..:::.}::.... 1 r-� f ... J .JJ » ¢.... �.eeW.. .... ... ,. ,.r. r - .. .......,.rte., ... : ,., ...... ... ................. ...:... .. ............. , ............ .. � .. mss..:.>:;.;. 84.9 a ..... 1 l ...... ........:... ....::..... n.: .:...... .......:.:..... ::::......::.::.:....... .......::.:::.:::: 1 �. i .• .r:.. ... .. .. ..... .. ..... ..... .f..,J. ... .. -. . . :!. '.:::: nom.. )) r r .... ..:::' J..:S:.. :v...:::._v: is nS::: ...... .. ... ..........r ... ...... ... ... .. . .::.:::::::::: • <f ..... ........ ..... ..... r. r. ... r .. ........... ..... .. ........:/... ........ .... .... ..J.r. 'ti rig: •''i''•":\�•� N ..............:. r . REVIEW y...... ....................................... ............:... .r TP -/284.71. :..,.. ..,..:.r . , ... ......... � ........ �'�` �• . <r,' ..., . l..... .. p..... .. .... ..... . .... 407 ... .. +.... ...: ........ .................. • I} .. ., .. :... 1. ... F.. ....... . . ... j� • .: ..., n.:.: .,. �....,...::.,• .r. .r .,... r........:. .,.:. ..., ....:. ....,.... . . TN ,.:. »....... ,:• :..-.. .: ..: n.::::-:,: (,l:ir,.f.>x;. : ,� f .. -... _:...COMPLIANZit 283.67 Lo ...... ..... .,::,;:.. ...:},>U: %,;;,,: •., .. ': i ( s' .!•'4014 ..... r .............,:: �.: ,».:.»:.... , ..�:.,......:.:J•:>;-.:..... ^ >' .n::.>Y '••>. TW 283 .96 ;;:,,,.•. �� <9 ...».�K=� F TW .283.88 2 I 0 .. SAND i 3 w 1 �j M TW 4 rc` 283. 2 11 Y 2 a H TW 28 1 3.45 6%6 •sr�<� ..i„wt.:ir.:..>.. x10 GA. • v t 1 I I TW 32' 2 84.9 0 %E S •,I. WIRE >' E t• MESH 0 ......:....... . . ,094 h 012 OCEW ml S w Tw 1 .� 284.7 x1 2 E r' : r.:.•:. .. ::•:::: •.. i::µ•:4: •:/!i, •. •::lvlf?NJ..i.rixS ::.i:,: iSSS•: J: n. r.(C •ny:• .:! ;•;! }'.. ` . .. �. Ij'�- 1 2.2:A r / BARTACK WELD L' MAX cOR l0 i� I z S P `/ S •d j • { I IA n zz 2 1. OvE I V 3.l S ibl 284 J ` f r 0 _{� •�• t1 V �• I t� 4 . / •Z Y 2 16 7 ( J » M TN 284. w 50 d� r/r J.J.:• r a• 2 x2 X3 W 1,.,...:•x!:.!1:1}Fn: r %:i, i TW S 1n 284 TU .67 D f AN GLE f.. w L P _ TW M� v2 284.6 . � 0 AN � fl CHORS 1 .. 2 .,• DIAMOND SVD TE M fIT F/ J 4 2 i:•: 4.18 s d� �:. day .� q i 2 O.C. STEM .�: '!•i a EL O0 VER � � N rF a AN ^'i.. P 7ED A , 284. 9 :y . •o <i.» d' i .}t,":,.�,! ..�.;. � TW 284.36 � •.d - PLAT u� _ .••' <c. � NOTE: � 4 TRENCH �: VER v T 0 r >r> EXTEND F J.f . f• -•r-----a- 9 oig r.,l...n,.4! v TW - 2 `<� . 84.3 -. :.x.:; J:,:,,. o� .. CON NUOUSLY FROM 1 . FACE E � • r o CURB }l ii r;�.. ..moi' W is < ?_€ 284. 1 h _ 3 TO �>ir � 6 RIGH _ � T OF WAY �`��%� LINE 0 0 �� 1, 8 <.. 38.1 0 --. i 1 Q 4 0 . 0� 0 6 .,_ 1 SIDEWALK DRAIN N� t� NTS CrnfD .,� ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF' 4500 psi. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60, A706 GRADE 60 OR A497 GRADE 70, BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS STANDARD STRUCTURAL DESIGN IS BASED ON AASHTO HS 20 WHEEL LOADING WATER TABLE IS AT 3'-0" BELOW GRADE FOR STANDARD STRUCTURAL DESIGN THE STANDARD DESIGN IS BASED ON THE TOP AT ANY ELEVATION BETWEEN FINISHED GRADE AND 5'-0" BELOW GRADE. THE STRUCTURE SHALL BE PLACED ON A COMPACTED GRANULAR BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES. SPECIAL DESIGNS BASED ON OTHER LOADINGS OR DEEPER INSTALLATION DEPTHS ARE AVAILABLE ON REQUEST, PIPE OPENINGS CAN BE PROVIDED IN THE SIZE AND LOCATIONS REQUIRED. 0 6, TOP SECTION PERSONNEL OPENING SIZE OR CAST IN RING AND COVER AS REQUIRED BY CUSTOMER SEE NECK EXTENSION AND L COVER DETAILS FOR FEATURES AVAILABLE. r BOTTOM SECTION MAXIMUM WIDTH OPENING IS E 48" MAXIMUM WIDTH IN ADJACE 55-1 Odle Precast FILE NAME: 55J2D.dwg 1900 Riding Road San Antonio, TX 78214 ISSUE DATE: March, 2005 Phone: (210) 923-4523 Fax: (210) 921-0473 wvwA0d=sds=rAmWA MINIMUM EXCAVATION 8'-0"x8'-0" S 2 -PIECE JUNCTION BOX opA N N100Dbow-..wwAXR%MRwev4d ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4500 psi. REINFORCING STEEL SHALL COMPLY WITH . 1 ASTM A615 GRADE 60, A706 GRADE 60 OR A497 GRADE 70. BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS APPROXIMATE NECK EXTENSION WEIGHTS 6" 450 LBS. 12" 850 LBS. 18" 1250 LBS. 24" 1650 LBS. OPTIONAL FEATURES INCLUDE INSERTS FOR STEPS OR UNISTRUT FOR STEP MOUNTING. N360 36" DIA. NECK EXTENSION Oklewtie Precast FILE NAME: N36D.dwg _ 1900 Riling Road San Antonio, TX 78214 ISSUE DATE: March, 2005 Pnone: (210) 923-4523 Fax: (210) 921-0473 wtlsr 200 0 ow-% mw AN Rll Rel TRENCH EXCAVATION SAFETY PROTECTION Contractor and/or Contractors independently retained employee or structural design/geotechnical/safety/equipment consultant, If any, shall review these plans and available geotechnical information and the anticipated installation site(-) within the project work area In order to Implement Contractor's tach excavation safety protection systems, programs and/or procedures. The Contractor's implementation of the system's programs and/or procedures shall provide for adequate trench excavation safety protection that complies with as a minimum, OSHA standards for trench excavations. Specifically, Contractor and/or Contractor's Independently retained employee or safety consultant shall Implement a trench safety program in accordance with OSHA standards governing the presence and activities of Individuals working in and around trench excavation. STORM DRAIN A TO I HORIZONTAL ALIGNMENT DATA N Horizontal Alignment Station and Curve Report. Horizontal Alignment Station and Curve Report. Alignment: SDA Alignment: SOD OO Deco. Station S iral/Curve Data Northing Easting dose. Station Spiral/Curve Data Northing Fasting STORM DRAIN A TO I PROFILE DATA •----•------ ------ 00 OPENING WITH 1/2" DIAMETER / 1� ._P_ - - North--- - --East--- - ,�.,�' 00 L?, ase: Storm Drain A Dose.- Storm Drain D TYPPENICAL TWO BOLT RECESS 16" DEEP BLANK - - - - - -- - -- N N�'3 TYPICAL TWO PLACES RECESS FOR IDENTIFICATION - - - - - -- - - C� C PLATE STORM DRAIN A PI 10+0a PI 40+00 10082.9672 9941.3367 10147.6874 9999.5062 • M Length, 47.93 Course: N 19-52-16 E Length: 26.38 Course: N 19-52-18 E 32" DIAMETER 9 Location PI STA L S illA Pipa1 Il.ir£1ut Drop Inv In Rho Depth Mize .... -----------------•--•------------------------------------------ � C N %{'/n) (iNj (ELEV). (+;tFj (ELE}/y ( 1/) Ff PI 10+47.93 10128.0448 9957.6288 PI 40+26.38 10172.4936 10008.4717 4.1 � Delta: 45-00-00 - - - Tangent Data - - - - b� (LP) Q Length: 48.26 Course N 84-62-16 E JB A-1 1O�t10..00 x¢;:90 �';;,3 257.23 26(.3 -------------------- •-----_----- --- p 1D1a7.687a 88ss.sas2 • 17.+#3 JS >!_1 551 5'X5' J13naf1fl11 $p>;' Tangent Data - 40+28.38 10172.4936 10008.4717 rr� �Sf': 3 t3.Ciftula 3 P1dC: 10+00 rr, 10082.9672 9941.3367 Length: 26.38 Course: N 19-52-16 E V IES A-2 10+47.93 271,08 0.£ ,ti 1.0$ $2•. s2 11.2$ 12" JUncllen Fitting w1Cap 10+47.93 10128.0448 9957.6288 1" DIAMETER 45,1: ;�;E3T90 8 PVC STAINLESS STEEL Length: 47.93 Course: N 19-62-16 E t ECESSED PICK BAR JB A-3 104.94,15 271:.8 � �3:G�'i, 271.99 2t};i.t�� 11.C�€ 3.2" UUt1CtE0Ct t Ittitl� vrlCap - - 8 - - - - - - ---- - - N `1t."ia $ PVC PI 10 94.19 10147.6874 9889.5082 Horizontal ,lignment Station and Curve Report. a �+ TYPICAL TWO PLACES Ss �-" Length! 36.36 Course: N 25-07-44 W Dose. Stat, DE JB A-4 �11 +30.64 2' 2.72 0,00 272,72 : 83.35 10.64 12" Junction FittingW'C8 - Delta- 90-00-00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - _ - - - Alignment: Drain E 0 a.3 � Pv� 1.00 273,35 254.30 113 F'3 10+47-93 Tangent Data ion Spiral/Curve Data Northing Easting c• 7 p _ Dose: 3to � Ji3.A-S 1""s+•$�,f}4 x.33:35 r k . ,10 '#2" Jc1n:,tian Fitting wfCag 10128.0445 9957.6288 ,>, 00 . V'.138, 67 2. `i/? 6 PVai, 10+94.en 101464-52- 9999.5062 -•--------- --------------- ----------------- 8 JS A-6 42+28.71 r ' 274.68 $. 274,68 :2 •010 Q-52 12" Junction Fitti,iCJ. w1Cap Length 48- 26 Course. N 64- 52. 16_ E_ _ _ _ _ _ _ _ _ _ _ • _ _ _ _ _ _ PI 50+00 10136.3273 28.59 Course : 1 013 6 93 223, 6 E 10030.9380 011 ructio Z , � � i:.$4 �,'c3as 8 PVC PI 11+30.54 10180.6023 9984.0674 '.1, 36 2. ?.0% 8 PVC Delta: 45 -00 -OD PI - 50-26.59 •-^ 10161.3294 10039.9743 Ski A 12+41.05 27�i<93 #; 3 274.33 $.31 15 Junction Fittin yr/gate Length: 31.50 Course: N 19-62-16 E 4-1 JB A-8 12+77.41 ?75.66 0 Vit; ; 75.65 x•63 £1.0 i 12°' Jun>i1iDel Filting w>fiap - -- - Tangent Data - - - - gent Oats .. - - Tan w 8 PVC 10+94.,9 10,47.8874 9999.5062 5a+� 10138.3273 10030.9380 � � p�� � W 11+30.24 10180.6023 9984.0674 50+26.59en 10161.3294 10039.9743 �i?2UN z 601 A-9 1:3+1ij. 27Ci;t 2;.1, Length: 26.59 Course: N 19-52-16 E V O 1s.7$ 16 <Iu 1C#i0n Fitting Length: 36.36 Course: N 25.07-44 W N ------ a PI 11+62.04 10210.2269 9894.7745 STORM ORAIN 8 Length: 66.67 Course: N 19-52-18 E Delta: 0 -00 -00 -----•------------------------•-----____._______-________ __________________-__ Horizontal lignment Station and Curve Report. Location PI STA E. S DIA Pipe Inv Opt Drop Inv In R00 Depth MIscTangent Data Alignment: F z Z (LF} (ty�yt 11+30.54 10,80.8023 9984.0674 Dose: StormDrain F a W- < (IN) fEll~V (VF). ) (LEVj (ECFV) (VF) Dose. -_ on Spiral/curve Data Northing Easting 0 0 M JB Ars 24+00.00 273.35 ?31,C£i: 2:13. r5 .2&x;.50 10,15 12" Junclltrt. Fitting Yr{Cap Length: 31.50 Course: N 19-52-16 E------------------------------------------------------------------- a Z mt Q ------------------------------------- t�� O ----- ------_11+62.04--------- 10210.2269 --- 9994.7745 Dose. Sta#i------------------------------------- -- PI 60+00 - - - W I f2l m $.34,$ia $ PVC PI t2+28.71. 10272.9230 10017.4343 10150.9860 10080.7238 o :' S PVC 273,4Fx O,OG. 27*,46 0.x'0 10.04 11- Junction Fitting %*40a2 Length- - 12.34 Course: N 49-52-16 E (Length. 8.67 Course: N 70-07-44 W 0Gi N JLS-9 20+115.39 , s• „ M a O ool Delta. 30-00-00 40 3 4" DIAMETER "'---i_____________________________________________________________ .. DS 8-2 20';'26.67 278.86 - :284.0£`,1 1014 iDomspcut Connection Tangent Date PT 60+08.67 10,53.9329 T0072.570T z : w W z N 11+62.04 10210.2269 9994.7745 ---------- - - --- z Ci po BRACING RIB 12+28.71 10272.9230 10017.4343 Tangent Data - 2 z 0 m g TYPICAL SIX PLACES Length: 66.67 Course: N 19-52-16 E 60+00 10150.9860 10086.7238 W Z ZQ Y 9 RADIALLY STORM DRAIN i 60+08.67 10153.9329 10072.5701 -------- ----•------------ Length: 8.67 Course: N 70-07-44 W PI 12+41.05 10280.8784 10026.8719 0015 n Location PI STA L S DIA Pipe II1:v 130h: brgp Inv In Rim Depth Mise Length: 36.35 Course: N 19 -62 -TBE z13 Delta., 30-00.00 UY %Lt} (Afn) 0N) (Et EV} (VFLEVI (ELEV) (VF)--•-••--•-•-••------------------------••----------------•-•---•--•- --------•- ooh t Tangent Data 12+26.71 10272.9230 10017.4343 Horizontal ignment Station and Curve Report, JB A-3 31100.00 271,99 £. -00 271„99 283.63 11.64 12" Junction Fitting iCap 12+41.05 10280.8784 10026.8719 Alignment: DG 31;42 2,y�o 8 PVC Length: ,2.34 Course: N 49-52-18 E Desc: Storm Drain G S z o c�p J30+33.42h t6 Desc. Stat Ion S iral/Curve Data DESIGN LOADING S Ch1 212,5$ 0 272.$6..,$k 11.1$ 12" Junction Fit;irig e+tfCap - -- -I - - ------------p----- - Northing - Easting APPROXIMATE WEIGHTS •-- -- •-- - - ------ 4'11A 1'0_00`�Ia 6 PVC PI 12+77.41 10315.0680 10039.2288ro .X a AASHTO H-20 WHEEL LOAD A CAST IRON FRAME - 160 LBS.JB C-2 30+75,26 276,$4 0.00 276,84 "84:1'+ 7120 12` Junction Fitting vilcap LDelta., 90-00-00 Course: S 70 -0? -44 E Pi 70+001 10202.3078 10099.2728 CAST IRON COVER 200 LBS. 8 PVC ------------------------------ 8 Course: 0 07 z - .. Length: 87 Go N 7 • -4a w 0St JB 0-3 31+05.97 277,44' 000277.45 2� 4 -.KV 7.4.7 12" Junction Fitting w/Cap 12+41.05 Tangent Data 10280.8784 10026.8719 a 1 - - - -- - - }� W EI -20 H 0 2,w% €?VC 12+77.41 10315.0680 10039.2288 P T - 70+08167 10205.2559 10091.1159 - z In � 1+i � 0 a JB G -3A 313•:37. XbR.L1� 040' 27$.t'1S 2�T.40 E:i.38 ?2" JiEt'3i'fEC1rF Fitting w1Cap Length: 36.35 Course: N 19.52-18 E ----------------------------^----------------------------------------------zl-rn�Q� t-' 01 Precast -- MANHOLE FRAME AND COVER 22: .2, W, 6 i�+dC I T t Data -------- ----- ------------- ---------- 70+00 angan FILE NAME: GLH2ORCO2.dwg -•- ---- ------ 10202.3078 10099.2728 JB C-4 31+60,54 27$.' 4 O M 77$-54 2 ..64 $.10 12' Junction Fitting W1� PI 13+16.32 10301.8414 10076.8247 70+081,.67 10205.2569 10091.1169 ISSUE DATE: March, 2005 p ------------------------------- Length: 8.67 Course: N 70.07-44 W 1904 Billing Rood San Antonio, TX 76214 1'x.6"s 2.OE3�f� I3 PVC Phone: (210) 923-4523 Fax: (210) 921-0473 IMYfYI .00111 CoOyApht700(f�vy.M...rAMRI01thvRMvevad Tangent Data JQ C.h 31+78,35 278-90 €;OG 278,90 1-84,26 5.38 12" Junction Fitting vv/Cap 12+77.41 10315.0680 10039.2288 Z ?� 8 PVC 13+16.32 10301.8414 10075,8247 Length: 38.91 Course: S 70-07-44 E Alignment: SDH • JB 0=6 32+08.44 2797501 0.0 :279.50 283112 3.62 12" Junction Fitting vviCap Desc: Storm brain H ! 1 Dose. Station Spiral/Curve Data Northing Easting 2,1K}'!c $ PVC----- --------------------------------------- ----------•--------------- SGI 0-7 32*14,82 ?79.83 0'0.0 279.63 264.38 4.75 151° Junction Fitting gat/Grata Horizontal Alignment Station and Curve Report, Desc: Storm Brain B p .. 80+D0 ....... •------------------------------•-------------------------- �■ 17:0411 2.OE?"f¢ 8 PtdG gamont: $Da DS C„8 32+32,42 10219.0541 10105.3252 L O BARS ® Sw d7•9t3 X4.00 9.02 L70+tvllSplOL1t C43ngC}SDn Desc. Station S iral/Curve Data Northing Easting ength: 4.20 Course: N 70-07-44 W i+►I'I - - -- -- ---�' w MID) STORM DRAIN Li ---- •----------- --------------- PI 80+04 20 10220.4831 10101.3714 PI 20+00 10210.2269 9994.7745 ength 0.99 Course: N 70-07-44 W Length: 5.34 Course: S 70-07.44 E 'I Delta: 0-00-00 t n Location PI STA i" v DIA Pipe Inv Out €Trop. Inv 111 Rim Depth tspisc _ -------- ----- _----------•-------------- --------------- �•/ ................................................... .... _....• _....... .4.24_......-9999.7948 soon y Tangent Data % (LF) (°b) N) (EL,IiV) OF) (ELEV) (ELEV) W) PI 20+05Length: 20.24 Course: N 19-52-16 E 80+04120 10219.0541 10105.3252 10220.4831 10101.3714 JB A-3 40+00.00 271.99 0.00 279.95 t Delta: 90-00-00 -ength: 4.20 Course: N 70-07-44 W 0 x83,E,3 31,64 12".IurlDtiOnFiltil.g vi. Cap---..._---•-------------------•------------------------------------------------ (�� PVC Tangent Date ------ ----------- ---------- 40+26.38 -- - - - - J I}ci 9 40+26. :274,531 2,86, 70.27 LZUWIIS OUI CAn#7i�Iii3E, 20+00 10210.2269 9994.7745 PI 80+05 19 10220.8196 10100.4404 j p 20+05.3410208.4124 9999.7949 ------------------•------------ < o Length: 5.34 Course: S 70-07-44 E Tangent Data STORM MAIN #x - 80+04 20 10220.4831 10101.3714 - ------------- -----__ __ _-__-__ 80+05 19 10220.8196 10100.4404 w PI 20+25.57 10227.4436 10006.6732 ell 0.99 Course: N 70-07-44 W e� L lion P1 STA L S DIA Pipe Inv Chit brop3 Inv In RIM Depth Ilpisc Tangent Data v (LF) #°lb) (#i (Ei.E1i) (VFX (IwLEV) (FLEA/) (ifF) 20+05.34 10208.4124 9999.7949 Hari zontalAlignment Station and Curve Report. •ice (I 20+25.57 10227.4436 10006.6732 Alignment: SDI Length: 20.24 Course: N 19-52-16 E U8 Dose: Storm Drain T C 50+00.00 27'2.66 0.00 272,66 283• 91.1$ 12" Junction Fitting. v0C1,Ti _. I r_ 276.32 -' LL 2 .1}0 9 Horizontal AlignmentDesc..Station Spiral/Curve-Data -- - --Northing -- --Easting--.-- (� J -21?..,3 .k),YI(1?,c< 8 #5'1%x,. � - - - �./ €}S E 9 50+26.5£1 i5$ i0oc*anspDui Connection Station and Curve Report. .............-------------- ------ Alignment: SDC PI 90+COI 10247.3486 1.. Dose: Storm Drain C iD,15.551b STORM DRAINDRAINF Desc. Station Spiral/Curve Data Northing Easting Eength: 15.69 course: S 70-07-44 E ----------------------------------- ----------------------- ---- -- -------------------------------- ---`----------------------- II EXTERIOR WALL OF BARS 0 8" EXTERIOR WALL OF Location P1 STA L S DIA Pipe Inv Out Drvp� Inv in. Rim Depth 1�isc J� 9 ,o2a2.o1sa 10130.3050 BARS 8~ CONCRETE STRUCTURE (mo) ; CONCRETE STRUCTURE fLF) {4). (IN) (EI.EV) (u�) (EL,E{ 0:LEV) (VF) Il 30+00 10147.6874 - 33.42 Course: 102 706074 4 E 9999.5062 -- ------- V ! Tangent Data v i PI ---------42----------------------- -------------327 4 -----------"_---- 90+00 : 10247.3486 10115.5515 Length: 15.69 Course: 102470007444E 10130.3050 � 0 0 ,ICS G3 £i0•�Dt}.0ti 277.45 0.�t 2'�'z.4a ?.x,32 "t.�€7 12",lunetior3t"ittingwtcap 90+15. 3" 8'E` 1 001 8 P1110 Length: 41.64 course: S 70-07-44 E 10030.9380 PIPE MUST BE - DS F-1 60+OS.$7 32 - 2€15 1 ' *' %FLUSH &GROUTED ' 6. Do�vc3spouf CEi}1r12LtiG3n -------------------------------•---- !r 273• - r' Delta: atootoo 8TL3Rl±fl i7i1'Ail~IG3 30+40 Tangent Data 10147.6874 9999.5 s2 AiignmentHorizontal 9 "gamont Station and Curve Repast, 30+33.42 10135.3273 10030.9380 Dose.- Storm Drain J PROTRUSION J J(� Length: 33.42 Course: S 70-07-44 E Dose. Station Spiral/Curve Data Northing Easting UJ SHAPE INVERT SLOPE ` < - * ; PI STA i.. S DIA Pipe €nv Out E�rap Inv In Rim Depth Misc ---------------------------------------------------­--- Location� N W/CONCRETE FILL <; <�k, (Li^) (4la) (I�i3 !EE'�J tVF ---•------------------------------------------------------------ ) . (ELEV) (ELEV3 (VF) ---------------------------------------- 30+75.26U} N PI 10122.1060 10070.2880 PI 65+0D 10181.1003 10091.8078 ,�, �;f , ^ <?, Ji3 - - Length: 30.71 Course: N 19.52-1fi E <3l'. 70+0. 218.54 tl,0+a 21$.54 2$9.6I $.1{} 12",it}ttCtltrfl t"3t#Ingwiap Delta: 90-00-00 Lengtn: 5.95 Course: N 70-07-44 W w Gd D OC3 Tangent Data ----- - �- `+• 30+33. PI 86+05.95 10183.1220 10086.014, .t -nes; .- • : ' e?',o .. . 42 a, •.vr:'�z>r, % !` ! ,; ;.� ; :` `'.w- DS Es 1 70+0$.67 27$.11 - 211. 5.24} IaQ11/n& flat COr111activn 10136.3273 10030.9380 ;y+•;�x:4;`u,.r , i ? ;;8j:°'!`:; 30+75.26 10070.2860 - - - -- - - - -- --- T ,0122.107- Tangent Data 0 .: • ��+ =c ", `� � '��''" •�•�` Length: 41.84 Course: S 70-07-44 E +001 'r 65 10181.1003 1009,.6078 g~ STORM 85+05 95 10183.1220 10088.014, ------------ ------- •--------------- �C w , 0 SHAPE INVERT -SLOPE ------------'------_'---- _ dengtn: 5.ss course: N 70.07-44 W PI 31+05.97 10150.9860 10080.7238 W/C�ICREiE FILL €.ocat€on € I STA L wS DIA f ip7e Inv Out Ikop Inv Irt €dim Depth Length: 32.02 Course: N 19-52-16 E Of rJ (LF) elo) (IN) {ELEV) {VF} (ELEY) (ELSYj (VF) ------- Delta--T-----O-DO-OD - ------------ ------PIPE FLUSH ------- Tangent Data e0rMr Q U WITH INV. ERT , , is C-5 80+tPi3,Ot3 278,90 �: 275.901 2%.28 5.38 12' Junction Fitting wJCap 31+05:97 10122 o 0:9860 10080,�23s r ,,:• ;,• ,• _, �€.2t} 2•£i€i-r,�si $ I�VG Length: 30.71 Course: N 19-52-16 E ` ?' $C�`I H- X30 w04,Z0. 278.9$ £3: 27$.3$ 26 k.25 4.27 16" Junction . itti w/Gate _ _ �..J f _ 13 -----Length: - 22.55 Course: --N 1.1003 6 E 10------------- 01%) �a3t3'%lu 8 PVC PI s1+s7.s9 1Dia1.1oa3 Tooal.so7e 1 w DS tt-2 80+0p.0g 279.0D 2£54.fi 5,00 Dc:�vn3>#scwt Gannectsan Delta, 0-00.00 .,� CONCRETE COLLAR PROTRUDING PIPE : < - + - ------------- m IS FOR DROP" DRAIN I Tangent Data NTS 31 05.87 10,50.9880. 10080.7238 _-_ 31+37.99 10181.1003 1009,.8078' NOTES: Location PI STA L s p31A Fite Inv Cita Oro Inv In Rips Depth Mise Length: 32.02 Courser N 19-52-16 E I Ir f - , 1. CONCRETE SHALL BE fcd3000 PSI O 28 DAYS. STRUCTURES ONLY (L:F) .tura) 014) p (EI-EVI (Vrp? (ELEV) (ELi V). (VF) ---------------------------------------------------- ----- � PI 31+60.54 10202.3078 10099.2728"„ n,11 2• ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4'. Lengtn: 17.81 Course: N 19-52-16 E 3. REINFORCING STEEL SHALL HE NEW BILLET STEEL, INTERMEDIATE GRADE, ASTM A-15. JB C EI 90+03?,00 27$,50 1#,00 2'3.50 283.12 3.82 12" Junction Fitting w1C3 Delta: 0-00.00 DEFORMATION SHALL CONFORM TO CONFORM TO ASTM A-305. SAY 1 9 Z 01 i 4. ALL DIMENSIONS RELATING TO REINFORCING STEEL ARE 70 THE CENTER OF BARS. s5:$$ 2.0(rli $ PVC --- -------------- Tang- --------------------------------------------------- -- ---------------- ------------------------- �,.,. 5. ALL BARS INTERCEPTING MANHOLE OPENINGS REINFORCED CONCRETE PIPE SHALL BE FIELD -CUT. c Tangent Data 6. WHERE LAPPING OF BARS iS REQUIRED, A MINIMUM -LAP OF 33 DIAMETERS SHALL BE USED. E3S I-1 J0+1 x•133 279.$1 "' 2i3;i x.94 15" Ja111Cti0i. Fitting tN1GEEFt6 31+37.99 10181.1003 10091.6078' ^' 31+80. en 10202.3078 10099.2728 L L E G E V � .,/@ �"` d ` �1 7. INVERT OF JUNCTION BOX TO BE SHAPED WITH CONCRETE RLL (3000 PSI MIN.) TO EFFECT Length: 22.25 Course N 19-52-18 E B S: 5 j DRAINAGE TO OUTLET PIPE. ST'i3£tM DRAIN j............................................Noon-_._.____---...___...__ �,g p,� �® PI 31+78.35 10219.0541 10105.3252 1AaA ' i� E 9�aT G • Location PI STA (:1, 3 tom. DN) Pipe Inv O 3 (�Vi"') {ECFV} iELlIm Depth Milsc - Delta: - - 0-00-00-- Course? 1.19^ 52-1$ E - I1 � LF . Tangent Data I JB C -3A. 65+OC.00 31+60.54 10202,3078 10099.2728. ,278..09 ,'7,W 2713.09 284,4$ X ,36 12' Junction Fitting wicap 31+78.35 10219.0541 10105.3252 5:91 £Xa 3 i�VC Length: 17.81 Course: N 19-52-16 E 1�^^ REVIEWED SGiJ-i 65 Et5.95 276,2# - RA,s1.it# 5.89 15" JunctionFitUngwlGrete-------------•-•------•------------------------•------- ----- PI 32+08 Le 10247:3466 101 t 5.5515 Lengtn. 0-00 course: N To -o7 -4a w Off Delta 90-00-00 i Tangent Data ------- �.•--;.. .. I. r � Y.'an� � •�:••••`�•%�� REFER TO NYLOPLAST DETAILS SHOWN ON SHEET C14 FOR STORM DRAIN A TO H 3,+7835 10219.0541 10105.3262 }' ••• :'x: dry?�� JUNCTION FITTINGS. NYLOPLAST SHOWN AS GENERAL INTENT, CONTRACTOR MAY SUBMIT 32+08:43en 1D2a7.a42- 1a11b.b515 M 1 (� 1 q Length: 30.09 Course: N 19-52-,6 E MAY i 7 2t} i l � � � � 1 ------------------------------------------- - • • 0 N- o v, OTHER BRAND FOR ENGINEER APPROVAL IF SO DESIRED PIPE TO BE PVC SDR 35 + A-1 TO BE 5 NF INTERIOR HEIGHT WITH RISER PI 32+14.82 ngth: 17.60 Course: 1 0 14 216 0 463 4 W 10109.5415 `- Y E TO SURFACE. CONTRACTOR TO ' `� ¢ /�` ` is 11 . I Delta: 49-03-10� �Rn ti6.E e&� s*• .! �. •p(SVj� MAINTAIN 41r RCP FLOW CAPABILITY DURING ENTIRE CONSTRUCTION PERIOD. DEV .•r�-..�P � A ' ---------------------------------- - 32+08.43 Tangent Data - 10241.3486 10115.5515 %T.L. INSTALL CONCRETE COLLAR AS PER DETAIL THiS SHEET FOR JUNCTION FOR W PVC TO JB a2+14.82 6.39 Course: 10249.52008 7-44 W 10109.5415 A-1. ------------------------------------------------------------------------------- PI 32+32.42 10265.9411 10103.2133 ` REFER TO SHEET C07 FOR PLAN VIEW FOR STORM DRAINS A TO J. ------------------- -Tangent Data -- 32+14.82 10248.5208 10109.5415 I 32+32.42 10265.9411 10103.2133 Length: 17.60 Course: N 21-04-34 W ■ 1 _ ra i N1111111111F %W F- r-) 0 n d - t` U7 v! 0 0 0 0 paq N r� 0 0 0 N 0 N U 0 0 n / ca c- a) E U 0 0 0 I it TXDOT U11UTY INSTALATION PERMIT #BRY20110114152700 25JAN11; CONTRACTOR# ! I / SHALL COMPLY 1111-4 ALL. PROVISIONS ;; � 117.05' THEREOF FOR POR11ONS OF WATER MAIN t CONSTRUCTION WITHIM TXDOT ROW. 3 I 1 i 1 I— LLQ j 1 0 p i 1 I ii I i NOTE 4 NOTE 6 1 PROPOSED WArER EASEMENT I II it 2"W I ' Ii WV „F wv rr F-L j i `,..NOTE 5( I ------I ----- --T;-- I REPLACE PA ENT, REFER DETAIL ST4— 1, SHEET C04 \, I ( j i \g• II ` II ` 1 , Li T- tt II I i ii ij I I ii I I ! I 12” X12" X6" TAPPING SLEEVE AND VALVE, MJ. �Iww 4 PLAGCB L'D a (CERMIM ONE I. WAR is sIis30um 2a 2. TWS ASSEaF.Y tH aA7w "R A MUA sTAa0MUC I SI 14� DMGN LOAD OF 7,BOD LHS. [34.894 NJ OVER A 10 (954 X20 I[SDet AttBA ADip 1 A73C lay, 1 YUBi' PAS A 3T 1E$! tAAD Oaicc16M t°raE "a ' N', IN MMMT. ox 01't TR—W-000M 1i T9w Rolm 3. DAf8Rai0HS III BBACW$ ARE Bt S 22 WE SIM) ESND=) 2AB7@#8 Muss N97SD 01355. /e Ii py Ati- ONlENl1ON$ AFL IN INCHES UNLESS 07ft"SC spry EO P1 2438DWTEMb� °°° yYtir p�wua � F iA70R FOR 4• [102] 0010)UPP QUAB� BOX (E EACH g ( atm) B COV8R A998iMY .� M ass PGUW25e5vy HANDHOLE - 24x36x24 REPLACEMENT COVER - 24x36x24 2OK RATING BOX & 2 PC SPLIT COVER 10K RATING - 2 PC SPLIT COVER SSI# (VERIZON EAST) - 700252273 SSI# (VERIZON EAST) - 700263050 ITEM ID (VERIZON WEST) - 922860 ITEM ID (VERIZON WEST) - @24072 2'X4' PULL BOX DETAIL I A N�' �� �}• ••'sic MAY 172011 .� Vie. F, m t� 111►�,vt 3MAR1 ' THE 55 APPEARING EARING ON THIS DOCUMENT WAS AUTHORIZED BY FRANK G. HILL, P.E. (70154 ON MARCH 3, 2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ORIGINAL DOCUMENT WITH SEAL, SIGNATURE, AND DATE IS ON FILE IN THE OFFICE OF THE ENGINEER AND IS ci AVAILABLE FOR EXAMINATION UPON REQUEST. l � N 1A VIR 1 VV YGf% 11011 , •4` � ( - 0000 1 WTR & SEWER 1 IOM 1 Y 1 111 2 PVC CIS 00 1 FOOT OF I 1 FOOT OF jl H o 1 FOOT OF ' TELE 1 EACH CROSSING -r- }' SEPARATION IS REQUIRED AT ANY TELE 2 EACH SEPARATION IS REQUIRED AT ANY • ISI c7 w 4" PVC TELE 1 EACH `y WTR & SEWER I� 4" PVC WTR & SEWER N I WTR & SEWER 0 4" PVC ..etYilnf: � •� O �Iww 4 PLAGCB L'D a (CERMIM ONE I. WAR is sIis30um 2a 2. TWS ASSEaF.Y tH aA7w "R A MUA sTAa0MUC I SI 14� DMGN LOAD OF 7,BOD LHS. [34.894 NJ OVER A 10 (954 X20 I[SDet AttBA ADip 1 A73C lay, 1 YUBi' PAS A 3T 1E$! tAAD Oaicc16M t°raE "a ' N', IN MMMT. ox 01't TR—W-000M 1i T9w Rolm 3. DAf8Rai0HS III BBACW$ ARE Bt S 22 WE SIM) ESND=) 2AB7@#8 Muss N97SD 01355. /e Ii py Ati- ONlENl1ON$ AFL IN INCHES UNLESS 07ft"SC spry EO P1 2438DWTEMb� °°° yYtir p�wua � F iA70R FOR 4• [102] 0010)UPP QUAB� BOX (E EACH g ( atm) B COV8R A998iMY .� M ass PGUW25e5vy HANDHOLE - 24x36x24 REPLACEMENT COVER - 24x36x24 2OK RATING BOX & 2 PC SPLIT COVER 10K RATING - 2 PC SPLIT COVER SSI# (VERIZON EAST) - 700252273 SSI# (VERIZON EAST) - 700263050 ITEM ID (VERIZON WEST) - 922860 ITEM ID (VERIZON WEST) - @24072 2'X4' PULL BOX DETAIL I A N�' �� �}• ••'sic MAY 172011 .� Vie. F, m t� 111►�,vt 3MAR1 ' THE 55 APPEARING EARING ON THIS DOCUMENT WAS AUTHORIZED BY FRANK G. HILL, P.E. (70154 ON MARCH 3, 2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ORIGINAL DOCUMENT WITH SEAL, SIGNATURE, AND DATE IS ON FILE IN THE OFFICE OF THE ENGINEER AND IS ci AVAILABLE FOR EXAMINATION UPON REQUEST. 1A VIR 1 VV YGf% 11011 , •4` I ( - 1 1 WTR & SEWER 1 IOM 1 Y 1 111 2 PVC 1 FOOT OF I 1 FOOT OF ( 1 FOOT OF ' TELE 1 EACH CROSSING -r- }' SEPARATION IS REQUIRED AT ANY TELE 2 EACH SEPARATION IS REQUIRED AT ANY SEPARATION IS REQUIRED AT ANY 4" PVC TELE 1 EACH `y WTR & SEWER 4" PVC WTR & SEWER I WTR & SEWER 4" PVC + CROSSING I EMPLACE AT i CROSSING � + — 12' DIRT COVER MIN CROSSING I N CAN 3 EACH - a LEAST 2' AWAY FROM EXISTING CAN 2 EAC " 2 PVC 2" PVC CONDUIT BANK,. s r` DEPTH OF 48" IF APPLICABLE `# DEPTH OF 48" DEPTH OF 48" DEPTH OF 48" CSU 3 EACH CSU 4 EACH 2" PVC PRIMARY } CSU 4 EACH 2" PVC PRIMARY CSU 2 EACH CAP 5 4" PVC PRIMARY ' FROM END OF EASEMENT 4" PVC SECONDARY DISTPJBU71ON t DISTRIBUTION DISTRIBUTION DISTRIBUTION ?j t COMPOSITE UTILITY COMPOSITE UTILITY COMPOSITE UTILITY COMPOSITE UTILITY CONDUIT SECTION — CU .1".� CONDUIT SECTION CU2 .� CONDUIT SECTION CU3 �" CONDUIT SECTION CU s k NTS NTS NTS NTS �Iww 4 PLAGCB L'D a (CERMIM ONE I. WAR is sIis30um 2a 2. TWS ASSEaF.Y tH aA7w "R A MUA sTAa0MUC I SI 14� DMGN LOAD OF 7,BOD LHS. [34.894 NJ OVER A 10 (954 X20 I[SDet AttBA ADip 1 A73C lay, 1 YUBi' PAS A 3T 1E$! tAAD Oaicc16M t°raE "a ' N', IN MMMT. ox 01't TR—W-000M 1i T9w Rolm 3. DAf8Rai0HS III BBACW$ ARE Bt S 22 WE SIM) ESND=) 2AB7@#8 Muss N97SD 01355. /e Ii py Ati- ONlENl1ON$ AFL IN INCHES UNLESS 07ft"SC spry EO P1 2438DWTEMb� °°° yYtir p�wua � F iA70R FOR 4• [102] 0010)UPP QUAB� BOX (E EACH g ( atm) B COV8R A998iMY .� M ass PGUW25e5vy HANDHOLE - 24x36x24 REPLACEMENT COVER - 24x36x24 2OK RATING BOX & 2 PC SPLIT COVER 10K RATING - 2 PC SPLIT COVER SSI# (VERIZON EAST) - 700252273 SSI# (VERIZON EAST) - 700263050 ITEM ID (VERIZON WEST) - 922860 ITEM ID (VERIZON WEST) - @24072 2'X4' PULL BOX DETAIL I A N�' �� �}• ••'sic MAY 172011 .� Vie. F, m t� 111►�,vt 3MAR1 ' THE 55 APPEARING EARING ON THIS DOCUMENT WAS AUTHORIZED BY FRANK G. HILL, P.E. (70154 ON MARCH 3, 2011. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ORIGINAL DOCUMENT WITH SEAL, SIGNATURE, AND DATE IS ON FILE IN THE OFFICE OF THE ENGINEER AND IS ci AVAILABLE FOR EXAMINATION UPON REQUEST. a7 ;3 LEGEND PAGER DROP BOX (BY OWNER): ASHTRAY & TRASH COMBO (BY OWNER): PLANTER (BY OWNER): PLANTER (BY OWNER): BENCH PER BJs SPECIFICATIONS: GC TO STAIN WITH TEAK Oil . EXISTING TREE MAINTAIN EXISTING GRADE MIN. DIMENSIONS: 6" HT X 1.2" X 18" 'REE WELL PROTECTION - 'Al P"♦ I\innlP c `'Z �mwmw ,„„,-A- ---N-_____„— ' c �\ \ LANDSCAPE CODE REd \ ; \\ F=r< PARKING END ISLANDS (UDO 7.2D): 180 S.F. MIN. AND MAY HAVE SIDEWALKS THROUGH THEM, MAJORITY PLANTED OR X/ a ° ” 'a ` \ ,` \ \ \'` \ ` \`\ 3 �\ TREATED WITH ENHANCED PAVING. Al PARKING INTERIOR ISLANDS (UDO 7.2E): 180 S.F. MIN_ LANDSCAPING FOR EVERY 15 INTERIOR PARKING SPACES. END ISLAND AREAS THAT EXCEED THE MINIMUM REQUIRED MAY BE COUNTED TOWARD THE INTERIOR PARKING ISLAND c� r.. r n i T .r ,s 9 1 •<<•, ” L>�. JIRF.`, T P,.. � -.PO ,RE .HILL =��,,, •a' ._< ,<:;� a a �\ / ARCHI`�ECT R ” y s 3 �y i �,• � I � E�;►STERES IN TE�hAS. - , r 42 INTERIOR PARKING SPACES / 15 — 3 INTERIOR ISLANDS' 180 SF X 3 = 540 S.F. REQUIRED^" 12 INTERIOR ISLANDS (4 379 S:F.) PROVIDED `F MIN, LANDSCAPE POINTS REQUIRED (UDO 7.5C)• 30 POINTS PER 1 0 )0 S.F. OF SITE A SQ4 U REA MIN. 800 POINTS).EVERY PROJECT MUST EXPEND A MIN. 50% OF POINT TOTAL ON CANOPY T � EES. DOUBLE POINTS REQUIRED. A' CALCULATIONS ARE BASED ON AREA F 7 t= O PHASE LINE PHASE LINE . 82,170 S.F. SITE AREA /1,000 X 30 X 2 = 4,930.2 POINTS REQUIRED -\` h"�V6%0s z ` >\\ \\\ � � 5,300 POINTS PROVIDED R MIN. 50% OF POINT TOTAL SHALL BE CANOPY TREES: 2,465 11 POINTS REQUIRED .i?7g �=tss �— ' �� ``� x \ 3,750 POINTS PROVIDED it Fz gg«,w �, °" , .. " _ .a: <;<:. . �3 <= C � _� � <� %� " 2 10" & 1 12" OAK — 3 EXISTING CANOPY TREES 8" CALIPER &LARGER AT 500 POINTS EACH = 1 ..``° �` �."'°«°,� ,� \ \o��, 1 X �` \� \ � � <. `�` () () () ,500 POINTS TREE WELLSAT GRADE. SEE I \3 fE \\ w„mw,m„ mwmmmw„w „ww �\ ()IU/ r �ww > ” STANDARD DETAIL FROM CITY OF IMI -TS OF STREt=fSCAP� tfEQUII��IV1EN75 UDO �.SU : RErcF3 TO UiERALLuC VELC�rIVIENT"i'�AN FCrs"POST AHK MA��' COLLEGE STATION SITE DESIGN QISTURBED AREA 3" ( ) P K NON-RESIDENTIAL ARCHITECTURAL STANDARDS (UDO 7.913): 4 BICY � LE PARKING SPACES REQUIRED, 9'X6'55 SF STANDARDS. Q dk' ° — — — — — — — — — -- y = — — — - — — — — g-- EACH, WITH MIN: 3' SEPARATION. ll 410 a:. B)C,�CLE PARKING. 6 i. �_ . ,z GROSS SQUARE FEET BUILDING/COMBINATION OF BUILDINGSS ARE OVER 150,000 - DOUBLE POINTS REQUIRED. „,,,m,„,„,„.„”-� �..F:SEE CiVI!< PLANS. . £„ .t 175 <- "� -P TREE WELLS FACING R.O.W. REQUIRED. 240 LF BUILDING FRONTAG 'X 15%/6 L.F.= 6 TREES REQUIRED D U O 7.9B&E k „ „„ „„„.,„„,.„ w„ „,„w„.w { \ + �s � lam ,_. , B `` w, w„ �..,.,M .,,„.,. ,. z >`°` : J S BUILDING FLOOR AREA (BUILDING FOOTPRINT); 8,376 S.F. PATIO: 1,428 S.F. a' E \ t t s .tea e x ' + t>+,< fi rte” rr ✓d s� P•P e` f<°,< s s> "..< S > s 6 COLLEGEN NOTES 130 F +. + 7 �,Pr +,<<+ + .x� � n� � ���..,� , OJ ` r. F< „ ;MT F GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM ALL ROOF AND O VIEW OR ISOLATED SO AS F'3 ii ka: s.” e • • - • • x >. <P pq ,v <i ,r \ L NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENT ,� —r,,�,,, z, , r>3 ., �, �<�; -- \X ���,; .• »; �\ � ,�' sS L DISTRICT WITHIN 150' OF THE SUBJECT LOT r .' '` . <,• < ;<, ,: z ,":a ,�, v,�� ,°<, <;€ .amu• < ,° .< MEASURED FROM A POINT SOD T FIVE FEET ABOVE GRADE. SUCH SCREEN G SHALL BE x` COORDINATED �' s� �` ,.` 355.7 SF r.`BUILDING WITH THE G ARCHITECTURE AND SCALE TO MAINTAIN A NI ♦ . ') U FEED APPEARANCE. F •tea « • r • s +` t <r< ,s• ., ,: „m.wrr.. <^ e 'z ,. :`av::•,w::,,:rw>�v>"v�>„ °° :i .`��° � a"f ,, a.&'s- , e e a e + „a e 4., °3 3 C <� ,4" s < z ,.Z r.-, g S ., y° � s 6` Z i > affa 8 „• "Li �\ F P A 1 O E 00 / C \ \ �.., OVERA F .. � GE F O GR OUND COVER DECORATIVE + � CORATIVE P DECOR. PAVING, O TIVEr G R OCK DE 'E Y y CORA IV < F � �� „\ (DECORATIVE R �' 's,= ROCK €( ,f ._ g ( CANNOT BE < I a u, s` 0" tEE \�.. l r ` € R e , LOOSE ROCKS ; , F , ^ �, , x. 1 OR P ". ERENNIAL GRASS ([( tt j 'e\xf REQUIRED IN PARKING L T ISLANDS, SWALES AND DRAINAGE AREAS. THE x ,< S 9f.8SF 1 ��, „ rr.a � r 2 � �.��.��;����.,,, � r r.� �>�� PARKING LOT.SETBACK RIGHTS-OF-WAY,. z «DJACENT PRO R DISTURBED DURING CONSTRUCTION. ANDA PE DI D D RIN NS \:.\ r 3 9 t > 63 F°'7 > SEE PLANTER DETAiL a.�><' ; d” DE _ < / � \, ��,\ ,\` „ � <, CORATIVE OSE ROCKS, r �IF I: � f -` IV �,,. ROCK CANNOT BE LO m =\ , u ° � ON HE �. �. S ET L2. � �� � �, r 9 ”: E ” ,, �\ IRRIGATION SYSTEM WILL BE PR a „mm,�o„ „mw„mw �3 ” LT "w"�QOTECTED BY EITHER A PRESSURE V CUUM BREAKER A REDUCED PRESSURE N , y PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE s 7 I`1" I. \ is 2 ”\`, 4 `�E.2394. r�'l ; O u, UMBRELLA „ / \,, s`` 'H? vn \ \ �,a a'ays -x ., —°`W I t ARCHITECTURAL I..., O O --I ( /SHEETS _° `E ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. (\"..a \ r ; / e J8" OAK fir. ALL NEW PLANTINGS MUST BE IRRIGATED. SEE IRRIGATION PLAN. Y F , S d :h < , � =r/ 00..8 �::- \T \ v X12” PINE G SW — FILTER FABRIC TO SEPARATE SOIL DRY -LAID STACKED BOULDER SLABS. HEIGHT AS NEEDED TO MINIMIZE GRADING IN ROOT ZONE. \ 9” —BATTER ANGLE —18” CAR OVERHANG ,-- FINISHED / GRADE u 471 A ev \ `\ RA :r t OJ p,' r v� 4 sF 6z� ;W 91,01, it IV I's Y , `�10" OAK cF V f A s <` e, �'z t 3f p dJA 16 F•` RA Sv 12 G QJrQV" 3i TA ° �r / 217 =Y 4. AD PLANT MATERIAL POINT VALUES f _j Tree Wells: o `` ,Y x3•014•Ar16EE `` ROOTBALL ;J 2ir•xam-BAR -. fANCHOR MGM INTO IT GALVANIZED AND CONCRETE FOUNDATION f ` PAINTED METAL PSCE • �% IlI /� �� FINiS}IGRADE PLANT MATERIAL POINTS ACCRUED (PER PLANT) INSTALLED SIZE CALIPER (INCHES) NEW PLANTINGS CANOPY TREE 75 1.5 TO 2 30P. TREE WELLr 300 30TECTION. SEE \ `` 40 -TAIL / ly°.y a (ISTING ±3r= MIN. 5 GALLON SHRUBS, NOT FOR SCREENING .RM &TUR MIN. 1 GALLON EXISTING TREES WITH NO BARRICADE PROTECTION AREA SASS TOY NON -CANOPY TREE 35 2 AND LARGER EXISTING TREES WITHIN BARRICADE PROTECTION AREA -MIN PAR 500 8 AND LARGER 3 RIFE .URF 150 BETWEEN 2 AND 4 SYMMETRICAL, FULL CROWN, 3ASS"AS Yi 2.5” CAL. MIN. SINGLE DOMINANT LEADER i 45 GAL MIN. )6 NOT ° PC 9ADE y� Y PISTACHIA CHINENSIS CHINESE PISTACHE 10' HT CONT JCING = ' / 0 t ___ . 2.5' CAL. MIN. r c/3a 45 GAL MIN, f ,r f _j Tree Wells: o `` ,Y x3•014•Ar16EE `` ROOTBALL ;J 2ir•xam-BAR -. fANCHOR MGM INTO IT GALVANIZED AND CONCRETE FOUNDATION f ` PAINTED METAL PSCE • �% IlI /� �� FINiS}IGRADE PLANT MATERIAL POINTS ACCRUED (PER PLANT) INSTALLED SIZE CALIPER (INCHES) NEW PLANTINGS CANOPY TREE 75 1.5 TO 2 150 2.1 TO 3.4 300 3.5 AND LARGER NON -CANOPY TREE 40 1.25 AND LARGER SHRUBS 10 MIN. 5 GALLON SHRUBS, NOT FOR SCREENING 1 MIN. 1 GALLON EXISTING TREES WITH NO BARRICADE PROTECTION AREA CANOPY TREE 40 4 TO 14.5 NON -CANOPY TREE 35 2 AND LARGER EXISTING TREES WITHIN BARRICADE PROTECTION AREA CANOPY TREE 400 BETWEEN 4 AND 8 500 8 AND LARGER NON -CANOPY TREE 150 BETWEEN 2 AND 4 TREE WELL DETAIL * SOI,OIER CULIRSE ANCHORED IN CONCRETE' BRICK PAVERS ON SAND BASE LEGEND - EXISTING PLANTING SHED : C ULE EXISTING TREE TO REMAIN I PROTOTYPE 6A . . . . . - . . . . . .'i . . . . . . WDPARTNERS JOB NUMBER: BJSBJ0146 ij DATE ISSUED: ISSUES: BUILDING SUBMITTAL 12/17/2010 10 / x 1 i EXISTING TREE TO BE REMOVED / 10 BOTANICAL NAME SIZE l SYMBOL KEY QTY, COMMON NAME CONDITION COMMENTS 0 OV 9 QUERCUS VIRGINIANA TOTAL = 3,800 +1,50 = 5300' �; 0 r 6' CLEAR TRUNK W O LIVE OAK 12' HT CONT SYMMETRICAL, FULL CROWN, ® Yi 2.5” CAL. MIN. SINGLE DOMINANT LEADER i 45 GAL MIN. SEE TREE PLANTING DETAIL ° PC 6 PISTACHIA CHINENSIS CHINESE PISTACHE 10' HT CONT 61 CLEAR TRUNK YMMEfRICAL, FULL CROWN, 0 t ___ . 2.5' CAL. MIN. INGLE DOMINANT LEADER 45 GAL MIN, SEE TREE PLANTING DETAIL ,r I ' LT 1 LAGERSTROEMIA X'TUSCARORA' MULTI -TRUNK, 3 TRUNKS MIN. TUSCARORA CRAPEMYRTLE 7 -8 HT CONT SEE MULTI -TRUNK PLANTING DETAIL 1.25 CAL. MIN. 30 GAL MIN '+ IC 25 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD CHINESE HOLLY 24" HT CONT ENSELY BRANCHED 7 GAL MIN. 8EE SHRUB PLANTING DETAILPIGAL RI RHAPHIOLEPIS INDICA'CLARA' 35 CLARA INDIAN HAWTHORN 18" HT CONT I ENSELY BRANCHED 7 GAL MIN, Q IV 56 ILEX VOMITORIA'NANA' DWARF YAUPON HOLLY 18" HT CONT ENSELY BRANCHED 7 GAL MIN. LEUCOPHYLLUM F. 'GREEN CLOUD' DENSELY LF 3 GREEN CLOUD TEXAS SAGE 24" HT CONT BRANCHED 7 GAL MIN, MYRICA CERIFERA'DON'S DWARF MC 14 DON'S DWARF WAXMYRTLE 24" HT CONT ENSELY BRANCHED 7 GAL IN. RHUS AROMATICA RA 16 FRAGRANT SUMAC 18" HT CONTENSELY BRANCHED GAL MIN. RHAPHIOLEPIS IN. 'MAJESTIC BEAUTY' RM 2 MAJESTIC BEAUTY INDIAN HAWTHOR 4'-5' HT STD/CONT i TANDARD, DENSELY BRANCHED 7 GAL. MIN. CA 8 CORDYLINE AUSTR. 'RED SENSATION' RED SENSATION CORDYLINE 24" HT/SPR CONTENSE FOLIAGE 5 GAL. MIN. EE PLANTER DETAIL OPHIOPOGON JAPONICUS OJ 342 MONDO GRASS 12" HT/SPR CONT ELL ROOTED, SPACED 18" O.C. 1 AL MIN. EE GROUND COVER PLANTING DETAIL ++++++++++ TRACHELOSPERMUM ASIATICUM I� + + + + + + TA 801 12" HT/SPR ASIATIC JASMINE TRIANGULAR SPACING 12" O.C. POT POTS FROM FLAT SEE GROUND COVER O ER PLANTING DETAIL SOLT LOCALLY AVAILABLE HYBRID BERMUDA GRASS SEE SOD NOTES. w� MUL > CHANGE MUST BE APPROVED BY OWNER'S REPRESENTATIVE SEE PLANTING NOTES. LEGEND - EXISTING 250 EXISTING TREE TO REMAIN I PROTOTYPE 6A . . . . . - . . . . . .'i . . . . . . WDPARTNERS JOB NUMBER: BJSBJ0146 ij DATE ISSUED: ISSUES: BUILDING SUBMITTAL 12/17/2010 10 / x 1 i EXISTING TREE TO BE REMOVED / 10 30 10 l TREE PRESERVATION FENCING CALL BEFORE YOU DIG! AW REQUIRES EXCAVATORS TO NOTIFY THE 3 NOTIFICATION SYSTEM AT LEAST TWO (2) a DAYS BUT NOT MORE THAN FOURTEEN (14)' 4LENDAR DAYS PRIOR TO EXCAVATION One -Calf Board of Texas www.onecalltexas. com / 1-800-545-6005 EXISTING TREE NOTES POINT I POINT VALUE 150 1,350 150 900 40 40 PARTNERS brand: operations: build 16808 ARMSTRONG AVE SUITE 100 IRVINE, CA 9260 949.753.7676 T I WDPARTNER$I.COM . . . . . . . I JOHN E. SINNETTE lL/fi Bfl ••• 10 250 =4 E:: I PROTOTYPE 6A . . . . . - . . . . . .'i . . . . . . WDPARTNERS JOB NUMBER: BJSBJ0146 ij DATE ISSUED: ISSUES: BUILDING SUBMITTAL 12/17/2010 10 M� W 10 560 10 30 10 140 10 160 10 Joy 0 0 0 1 r w 0 o TOTAL = 3,800 +1,50 = 5300' �; 0 r BID ISSUE 01/14/2011 W O ® Yi F_ U) i O IW ^O {� V Lo t J a 10 250 =4 E:: I PROTOTYPE 6A . . . . . - . . . . . .'i . . . . . . WDPARTNERS JOB NUMBER: BJSBJ0146 ij DATE ISSUED: ISSUES: BUILDING SUBMITTAL 12/17/2010 10 350 10 560 10 30 10 140 10 160 10 20 0 0 0 0 0 o TOTAL = 3,800 +1,50 = 5300' �; 0 r BID ISSUE 01/14/2011 A. GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY. SEE TREE PRESERVATION FENCING DETAIL. B. GENERAL CONTRACTOR SHALL R MOU Yy-. ROOTS TO A DEPTH OF 18" FOR E ISTI 0"AInCJ t� BE REMOVED. 0 10 20 110 SCALE: 1 = 20.01311 1.� FEB 0 7 ?nil C00 -c 0 W IO ®EVELOPME' l SERVICES PLAN' FILED: 01/13/2010 31/28/2010 moi■ SHEET NUMBER: L I SHT:XXOF:XX TOTAL: ■ IVI FINISH G GRATE[ HUTNTER PCB BUB HUNTER HCV CHECK V PATENTED STRATAROOT ASSEI SCH 80 NI 1/2" MARLEX STREET EL LATERAL TEE Of LATERAL ROOT INTRUSION BAF FILLED WITH PEA GR; NOTE: INSTALL HUNTER FILTER FA SLEEVE- #RZWS-SLI ROOT ZONE WATERING SYSTEM SCALE: NONE MODEL WITH'CV OPTIC S1 LATERA t 1/2" MARLEX STf 12 O e e SCALE: NONE ICV GLOBE VALVE SCALE: NONE INTERIOR OR EXTERIOR WALL X X MINIMUM CLEARANCE FOR DOOR OPENING x -+++-� x MINIMUM VERTICAL CLEARANCE NEEDED FOR HINGE PIN REMOVAL PLANT SPACING CHART PLANT SPACING ON CENTER X PLANTS PER SQUARE FOOT 6" ON CENTER 4,00 8" ON CENTER 2.25 9" ON CENTER 1.75 10" ON CENTER 1.50 12" OR C NTER___1.00 HEDGES USING SHEARS AND HEDGE TRIMMERS ARE DISCOURAGED. LAND LANDSCAPE PLANTINGS SHOULD BE REVIEWED OCCASIONALLY WITH 18" R 0.50 GENERA, NOTES PLANTING NOTES:, A. ALL PLANT AREAS gHOULD BE MAINTAINED WEED FREE AND CLEAR OF UNDERGROWTH. A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL PARTNERS YEAR FROM DATE OF ACCEPTANCE By THE OWNER, ALL PLANTS SHALL BE ALIVE AND AT A B. ALL TREES, SHRUB§ AND GROUNDCOVERS SHOULD BE REPLACED IF THEY DIE OR VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD, BECOME UNHEALTHY. vwi B, PRIOR TO INSTALLATION, THE LANDSCAPE COI` ITRACTOR SHALL INSPECT THE SUBGRADE, C. ALL PLANTINGS SHOULD BE FERTILIZED AND IRRIGATED AT SUCH INTERVALS NECESSARY GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION, . TO PROMOTE OPTIMUM GROWTH. APPROVE TOPSOIL PROVIDED BY GENERAL CO TRACTOR AND OBSERVE THE SITE brand: operatic ns • build CONDITIONS UNDER WHICH THE WORK IS TO E E DONE. CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACT DRY CONDITIONS AND WORK SHALL NOT MODEL ICC -PL PLAN MAINTENANCE NOTES PROCEED UNTIL SUCH CONDITIONS HAVE BEE CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. 16808 ARMSTRONIG AVE SUITE 100 SPACING A. ALL LANDSCAPE AREAS SHALL BE MAINTAINED ATA MINIMUM OF ONCE A WEEK. PLANTERS C, IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT IRVINE, CA 92606 SEE PLANMULCH, SEE PLANTING NOTES, SHALL BE KEPT WEED FREE AND ALL TURF AREAS SHALL BE MOWED AND EDGED EACH SELECTIONS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY 949.753.7676 T CONTROL WIRE IN ELECTRICAL APPLY MULCH BEFORE WEEK. ALL TRASH IN AND ADJACENT TO PLANTER AREAS SHALL BE KEPT CLEAN OF LITTER. AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, CONTRACTOR SHALL NOTIFY CONDUIT. SIZE AND TYPE INSTALLING GROUND COVER OR EACH RESTAURANT WILL NEED TO COORDINATE THE MAINTENANCE OF PARKING PER LOCAL CODE PERENNIALS. LOT/PAVING AREAS. THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT wDPARTNERs.coM AND/OR INSTALLATION. BED EDGE SEE PLAN/PLANTING B. LOCATIONS AND AMOUNTS OF ANNUAL COLOR PLANTINGS SHALL BE COORDINATED D. PLANT MATERIAL SHALL CONFORM TO THE PLAT T LIST AND LANDSCAPE MAINTENANCE COMPANY AND EACH RESTAURANT KEYS SE THE DRAWINGS AND NOTES BETWEEN THE LAN 3/4" POWER SUPPLY CONDUIT /// / TO THE QUALITY STANDARDS OF'AMERICAN STANDARD FOR NURSERY STOCK, BY THE J BOX INSIDE CONTROLLER \\jr��// �j\�\j\� SPI ANTINC, gull NAIY cP� MANAGEMENT TEAM, nnn1=o1r-nn1 i nninc nnnr o NOTES NOTES A. MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 OR 220 VAC SOURCE. ICC PLASTIC CABINET CONTROLLER SCALE: NONE B. MOUNT SOLAR SYNC SENSOR ON ANY SURFACE WHERE IT WILL MODEL PCZ -101 UP TO 200' AWAY �.- MODEL: SOLAR S TIP FILTER TO 45 DEGREES SPRINKLER SPRAY, NO MORE THAN 200' FROM SOLAR SYNC HEDGES USING SHEARS AND HEDGE TRIMMERS ARE DISCOURAGED. LAND LANDSCAPE PLANTINGS SHOULD BE REVIEWED OCCASIONALLY WITH MODULE. SENSOR SOLAR SYNC SYSTEM FINISH GRADE SCALE: NONE WALL MOUNT. MI FILTER FABRIC TO --� THE LANDSCAPE MAINTENANCE COMPANY AND SOME SHRUBS MAY NEED TO BE REMOVED TOP VIEW ABOVE TURF, MO B COPPER GROUND PLATE MAIN LINE PIPE & FITTINGS (4" X 96" X ,0625') LOCATION THAT #6 AWG SOLID ELECTRODE F. INri LAlzs APE•' tJNTFs 1�;IOR jrr ALL H/�'vc`S BARE COPPER WIRES j SPHERE OF MAXIMIZES DIREC C INFLUENCE :LMa®� CONTROLLER 2 BOUNDARIES FINISH GRADE SUNLIGHT BARE COPPER (5/8" X 10') ® o WIRE CONDUIT FROM SO DO NOT INSTALL ANY OTHER WIRES OR CABLE A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL WITHIN THE SPHERE OF INFLUENCE SYNC SENSOR TO SIDE VIEW CONTROLLER CONCRETE PAD CADWELD FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS. PLACE BACKFILL IN 8" LAYERS. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN N CONNECTION SYNC MODULE .z PVC SWEEP ELL o DIAMETER OF THE ROOT BALL. SCARIFY SIDES BEFORE PLANTING O MODEL SOLAR SY #6 AWG SOLID BARE EARTH CONTACT C. REMOVE ALL TAGS AND NYLON TWINE. COPPER WIRES MATERIAL SCH 80 T.O.E. NIPPLE MODULE. MOUNT A SHRUB PLANTING L NTIN G COPPER GROUND PLATE GROUND ROD I THAN 6' AWAY FR SCALE: NONESCALE: NONE _ SHT:XX OF:XX TOTAL: CONTROLLER. COMPATIBLE HUN CONTROLLER COMMUNICATION FROM MODULE TO SENSOR. MAX 200 WIRE DISTANCE POWER Snl IR( F -� NOTES WATERPROOF CONNECTORS (2) A. WIRE FROM MODULE TO SENSOR SHALL BE 18/2. USE C. THE PLANTING PROGRAM AND PLANT SPECIES THAT BJ S HAS CHOSEN LENDS ITSELF TOAy;• SELECTIVE PRUNING NATURAL APPROACH. FORMAL CONTROLLER SMART PORT TO CONNECT TO MODULE UNIT. DRIP ZONE KIT B. MOUNT SOLAR SYNC SENSOR ON ANY SURFACE WHERE IT WILL MODEL PCZ -101 BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF TIP FILTER TO 45 DEGREES SPRINKLER SPRAY, NO MORE THAN 200' FROM SOLAR SYNC HEDGES USING SHEARS AND HEDGE TRIMMERS ARE DISCOURAGED. LAND LANDSCAPE PLANTINGS SHOULD BE REVIEWED OCCASIONALLY WITH MODULE. EOUIRE A REVISED LANDSCAPE PLAN OF COLLEGE STATION. A SOLAR SYNC SYSTEM FINISH GRADE SCALE: NONE JUMBO VALVE BOX FILTER FABRIC TO --� THE LANDSCAPE MAINTENANCE COMPANY AND SOME SHRUBS MAY NEED TO BE REMOVED TOP VIEW -18-24" COILED WIRE B COPPER GROUND PLATE MAIN LINE PIPE & FITTINGS (4" X 96" X ,0625') - WATERPROOF CONNECTORS (2) #6 AWG SOLID ELECTRODE F. INri LAlzs APE•' tJNTFs 1�;IOR jrr ALL H/�'vc`S BARE COPPER WIRES j SPHERE OF •REMOTE CONTROL VALVE C INFLUENCE MODEL ICV -101 G ACCUSET CONTROLLER 2 BOUNDARIES FINISH GRADE #6 AWG SOLID GROUND ROD BARE COPPER (5/8" X 10') WIRE STANDARD VALVE BOX DO NOT INSTALL ANY OTHER WIRES OR CABLE A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL WITHIN THE SPHERE OF INFLUENCE MAIN LINE PIPE & FITTINGS SIDE VIEW CONTROLLER CONCRETE PAD CADWELD FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS. PLACE BACKFILL IN 8" LAYERS. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN N CONNECTION BRICK SUPPORTS (4) .z PVC SWEEP ELL o DIAMETER OF THE ROOT BALL. SCARIFY SIDES BEFORE PLANTING (1 1/2" OR LARGER) 3/4" MINUS WASHED GRAVEL #6 AWG SOLID BARE EARTH CONTACT C. REMOVE ALL TAGS AND NYLON TWINE. COPPER WIRES MATERIAL SCH 80 T.O.E. NIPPLE A SHRUB PLANTING L NTIN G COPPER GROUND PLATE GROUND ROD SCALE: NONE 18-24" COILED WIRE WATERPROOF CONNECTORS (2) 1" LAYER OF MULCH — C. THE PLANTING PROGRAM AND PLANT SPECIES THAT BJ S HAS CHOSEN LENDS ITSELF TOAy;• SELECTIVE PRUNING NATURAL APPROACH. FORMAL JARDINIER FORMULATED DRIP ZONE KIT ECO SOIL MODEL PCZ -101 TIP FILTER TO 45 DEGREES AT RATE RECOMMENDED BY MANUFACTURER. HEDGES USING SHEARS AND HEDGE TRIMMERS ARE DISCOURAGED. LAND LANDSCAPE PLANTINGS SHOULD BE REVIEWED OCCASIONALLY WITH APPLY WATERPROOF-, EOUIRE A REVISED LANDSCAPE PLAN OF COLLEGE STATION. A SEAL INSIDE PLANTER FINISH GRADE ET ^ � LS DETAILS I I`i J JUMBO VALVE BOX FILTER FABRIC TO --� THE LANDSCAPE MAINTENANCE COMPANY AND SOME SHRUBS MAY NEED TO BE REMOVED SEPARATE SOIL FROM SCH 80 T.O.E. NIPPLE GRAVEL MAIN LINE PIPE & FITTINGS FINISHED GRADE 3RICK SUPPORTS (4) AND / OR REPLACED, F. INri LAlzs APE•' tJNTFs 1�;IOR jrr ALL H/�'vc`S IL i �JTS r' rtl ORly cu IN LAvv'i ANi� ,1,_I I I ; , ITT, ,�iI 3/4" MINUS WASHED GRAVEL iEGULATOR: 25 ul 40 PSI FEATURE PLANT - SEE LANDSCAPE PLAN SEASONAL ANNUALS - SELECTION BY OWNER'S REPRESENTATIVE 1-1/4" PVC FILL TUBE. (LENGTH AS REQUI 1/2" TO 1" ABOVE TOP OF PLANTER) JARDINIER ASIS TANK: CIRCULAR 3"X14". INSTALL PER MANUFACTURER SPECIFICATIONS 3/4" WASHED PEA GRAVEL AT BOTTOM O POT TO 3-4" DEPTH 3" ATRIUM GRATE SECURED OVER 1" DRIL DRAIN HOLE SAUCER PATIO PAVEMENT - SEE CIVIL PLANS PCZ DRIP CONTROL VALVE PLANTER W/ JARDINIER RESERVOIR TANK SCALE: NONE SCALE: NONE .� .�..vv, u. u i vv+ wLt t I /7J� vv�r-� 1 IV1 v, !'11 VJI LUV. I L A 1 C.7 I CUI 1 IUIV, ALL \\ \\ PLANTING NOTES MIX II �* *� NTAINERS BEFORE CONTRACTOR SH ND PH LEVELS, THE. LANDSCAPE * *Z SECTION INSTALLATION. D. TREES SHOULD BE TRIMMED AT LEAST ONE TIME PER YEAR. TREES NEED TO BE TRIMMED........................._...C....,......,... PLANTING BED AREAS TO EVALUATE NUTRIENT BY A PROFESSIONAL TREE SERVICE, IF TREES ARE TRIMMED ON A REGULAR BASIS THEY ALL INCORPORATE FERTILIZE AND/OR SOIL AMENDMENT ADDITIVES AS JOHN E. SINNETTE I GROUND COVER PLANTING RECOMMENDED BY SOIL TEST. ••.••••...•••••••.••A••.••.••. SHOULD REQUIRE ONLY A LIGHT TRIMMING. #2169 SCALE: NONE G. ALL PLANTING BEDS TO RECEIVE 8" MIN, OF PR PARED BACK FILL MIX, ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. fST YNC PREPARED BACK FILL MIXTURES SHALL BE MIXE P ON SITE, CONSISTING OF ONE PART .. IRRIGATION NOTES TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: ASTM N 6' D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENT II RGANIC MATERIAL, FREE OF STONES 1 1/27 { 11 MOL IN SPADE DUG "V" SHAPED INCH AND LARGER. SOIL AMENDMENT: SPHAGN M PEAT MOSS OR COMPOST. A. THE AUTOMATIC IRRIGATION SYSTEM AT ALL RESTAURANTS SHALL BE CHECKED AND _ MULCH, SEE PLANTING NOTES EARTH EDGE 3" TO 4" TESTED ON A REGULAR BASIS, IRRIGATION SHOULD BE PROGRAMMED TO COME ON H. ALL PLANTING BED EDGES TO BE SMOOTH, CONSISTENT FLOWING ARCS. SEE PLANTING T DEEP, 3" TO 4" WIDE BETWEEN THE HOURS OF 12 A.M. AND 6 A.M. AT NO TIME SHOULD WATERING TAKE PLACE BED EDGE DETAIL. BEDS TO BE LAID OUT AND APPROVED BY LANDSCAPE ARCHITECT OR DURING THE OPERATING HOURS OF THE RESTAURANTS. OWNER'S REPRESENTATIVE PRIOR TO PLANTING' ALL EXCAVATED MATERIAL SHA[ LAR - WN OR L BE WEEP BARRIER WITH REMOVED FROM THE BED EDGE AND PLANTING BED SOLAR GROUNDCOVER AREA B. THE ENTIRE IRRIGATION SYSTEM SHALL BE TESTED ON A MONTHLY BASIS TO CHECK FOR PRE=EMERGENT HERBICIDE PRE -EMERGENT NOT USED BROKEN HEADS AND OTHER PROBLEMS. NOZZLES SHALL BE ADJUSTED TO MINIMIZE I. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID NC RATE OVERSPRAY ON TO THE WALKS AND BUILDING AND STILL INSURE GOOD COVERAGE IN THE UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE LESS LANDSCAPE. AWAY FROM BUILDING(S). OM _ C. EACH RESTAURANT MANAGEMENT TEAM SHALL FAMILIARIZE THEMSELVES WITH THE J. PARKING LOT TREES SHALL HAVE A CLEAR TRUNK DISTANCE OF 6' MINIMUM ABOVE / _ CONTROLLER LOCATION, BACKFLOW LOCATION AND ANY ADDITIONAL SHUT OFF VALVES PAVING. \/\/\/\/\/\/\ \ \ TER \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ IN CASE OF AN EMERGENCY, ///\\//\\ /\\//\\//\\//\\//\\\\/ K. TREES SHALL BE PLACED AMINIMUM = 3' FRO SIDE /\/\/\/\/\/\/\/\ /\/\/\/\/\/\/\/ OF WALKS, CURBS OR FIRE HYDRANTS, //\//\//\//\//\//\//j\\//\// WIRE\\/\\/\\/ L PLANTINGS SHALL BE FERTILIZED UPON INSTALLATION WITH A SLOW RELEASE GRANULAR FT \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ COMMERCIAL TREE/SHRUB FERTILIZER. RATE PER MANUFACTURER'S INSTRUCTIONS. / / / FERTILIZER TO BE MIXED WITH BACK FILL PREVIOUSLY DESCRIBED. FERTILIZER TABLETS //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// ARE NOT ACCEPTABLE, \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\\�\\�\\�\\�\\/\\�\\�\\�\\�\\ //\//\//\\//\//\//\/\\/1 \ 1\\11 X\1' /\\ 01 \r, M. PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED ATPRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. N. ALL PLANTING BEDS SHALL BE COVERED WITH 11ED. BARRIER. IMPERVIOUS PLASTIC IS NOT ACCEPTABLE. O. ALL PLANTING BEDS SHALL RECEIVE 2"-3" DEPTH SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. CHANGE MUST BE APPROVED BY OWNER'S REPRESENTATIVE. MULCH PLANTING BED EDGE - SHALL BE DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN SCALE: NONE MANURE OR MALODOROUS CONTENTS. SELECTIVELY PRUNE ALL BROKEN OR DAMAGED P. WITHIN CONTRACT LIMITS, SEED OR SOD ALL SNOT COVERED BY PAVING, BUILDINGS 2 x 4 WOOD OR OR PLANTING BEDS UNLESS OTHERWISE NOTED SODDING SHALL NOT BEGIN UNTH ARE BRANCHES IN SUCH A MANNER AS TO MAINTAIN n THE NATURAL FORM OF THE TREE. 14 GAUGE HAS RECEIVED A FINISHED GRADE. A STEEL POST AT EXTEND POSTS CONNECT ALL MAJOR LEADERS WITH GUY, ATTACH & O.C. Es 0 PAST DRIP 0. LANDSCAPE CONTRACTOR RESPONSIBLE FOR M INTENANCE OF ALL LANDSCAPE AREASJi o °o n o❑ ° ABOVE INTERSECTION OF LOWEST PRIMARY I I (MAXIMUM) LINE. RADIAL (EXISTING OR PROPOSED) UNTIL SITE TURNOVER, ° o �❑ p o BRANCHES. ELASTIC OR POLYPROPYLENE WOVEN z 0 DISTANCE OF 1 GUYS (A GUYS PER TREE, EQUALLY SPACED. TIE ORANGE ONE PLASTIC FLAG TO EACH GUY. CONSTRUCTION FOR EVERY 1 UCTION R. ANY ITEM OR AREAS DAMAGED DURING CONSTRSHALL BE REPAIRED OR ° ° o CALIPER. REPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM. FENCING FLOOD TWICE DURING FIRST 24 HOURS. MULCH, I S. LANDSCAPING TO COMPLY WITH ALLAPPLICABLE CITY/LOCAL REGULATIONS.. SEE PLANTING NOTES. I FINISHED GRADE 2 x 4 WOOD OR TOP OF ROOT BALL TO BE 1" TO 3" HIGHER THAN = / // // 14 GAUGE SURROUNDING GRADE. CUT TWINE AND PULL \/\\/ \\/\\ j ( STEEL POST AT / BURLAP BACK ON TOP 1/3 OF ROOT BALL. z L'' ////// \/// 6' O,C. p \ \\ \ \ 6 -0 MAX - \ MAXI \ o \ MUM FOR - TREE cn \ � S1 - 0 AND HI \ GHER - \ 3 2x4x24 / - ( \ \\ O PRESSURE TREATED STAKES FINISHED ROOT BALL BOTTOM TO SIT ON UNDISTURBED / / / SOD NOTES ����\\ GRADE 12' WIDTH 1 SOIL WITH REMAINDER OF HOLE TO BE '�/� / // EXCAVATED AN ADDITIONAL 61NCHES DEEPER. \ / \\/\ /\\/\\/\\ \ /\\/\\ \ SITE PREPARATION: MIN OF BALL-1MIN ENLARGED j\\/�\\��\��\\%\ j/�\\/�\\/�\\/�\\/\\\/\\\ A. SITE TO BE FINE GRADED BEFORE PERMANENT SODDING. PROTOTYPE 6A INSTALLATION NOTES SECTION ��/ /r�/�/\\//\//\//\//\ B. SOL[ SHALL BE LOOSENED TO A DEPTH OF (4) INCHES BY DISCING, RAKING, ROTOTILLING SEE ENLARGED SECTION '�\/�\/�\r�� WDPARTNERS JOB NUMBER: A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL OR OTHER ACCEPTABLE MEANS, AND RAKED SMOOTH AND FREE OF ROOTS AND STONES FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS, PLACE BACKFILL IN 8" LAYERS. DETAIL NOTES OVER 1" DIAMETER. BJSBJ0146 B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN THE A. CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR CONSTRUCTION DATE ISSUED: DIAMETER OF THE ROOT BALL. ACTIVITIES - PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRESERVED. C. PROVIDE SOIL PH TESTING. ADJUST THE PH RANGE OF SOILS THAT ARE UNACCEPTABLE C. REMOVE ALL TAGS AND NYLON TWINE B. THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND PER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. INCORPORATE RAW D. FOR TREES LESS THAN 10' PROVIDE U LONG HARDWOOD STAKE INSTALLED IN UNDISTURBED SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. GROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE SOIL. FACE TOP STAKE INTO PREVAILING WIND. ATTACH WITH ELASTIC OR POLYPROPYLENE C. NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PERMITTED WITHIN SPECIFIED BY THE MANUFACTURER, ISSUES: WOVEN GUYS THE FENCED AREA. SOD INSTALLATION: BUILDING SUBMITTAL 12/17/2010 MULTI -TRUNK PLANTING �+ TREE PRESERVATION A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE BID ISSUE 01/14/2011 SCALE, NONE TO TURFGRASS PRODUCERS SCALE: NONE INTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION. SELECTIVELY PRUNE ALL BROKEN OR DAMAGED B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS OR CUT PIECES THAT ARE NOT BRANCHES IN SUCH A MANNER AS TO MAINTAIN BROKEN OR STRETCHED. SOD SHALL BE FREE OF (THATCH. SODDING SHOULD BE DONE W THE NATURAL FORM OF THE TREE. GOOD WEATHER. SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO 2"x 2"x 6' HARDWOOD STAKES (2) PER TREE C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS REVISIONS: INSTALLATION; AFTER INSTALLATION EACH PLANT PERPENDICULAR TO PREVAILING WINDS IN ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES SOD SHALL BE STAKED. A SHALL BE INSPECTED AND PRUNED AS NEEDED TO UNDISTURBED SOIL. ATTACH WITH ELASTIC OR REMOVE MINOR DEAD OR DAMAGED PORTIONS. POLYPROPYLENE WOVEN GUYS, TIE ONE PLASTIC D. APPLY STARTER FERTILIZER AT TIME OF SODDING AT RATE RECOMMENDED BY FLAG TO EACH GUY. MANUFACTURER, CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING. MULCH SEE PLANTING NOTES. MAINTENANCE: MULCH. SEE PLANTING NOTES. CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM. FLOOD A. WATER 1 INCH MIN. WITHIN THE FIRST HOUR OF SOD INSTALLATION. �� -- REMOVE BURLAP AND TWINE OR CONTAINER FROM ION. BEGIN IRRIGATION TOP 1/3 OF ROOT BALL. TWICE DURING FIRST 24 HOURS. SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDED AREA MOIST. RED, \ \ ,. , \\ /\ •\\ TOP OF ROOT BALL TO BE 1 TO 3 HIGHER THAN B. CONTINUED MAINTENANCE MOWING FERTILIZATION WEEDING, 4 MOUND / ( Gt ETC. OF THE SODDED / OF TOPSOIL MIXTURE TAMPED --�.��,.� ED F IRM OVER R \ - \ SURROUNDING GRADE. CUT TWINE AND PULL AREA SHOULD BE PROVIDED BY A PROFESSIONAL (� NDSCAPE"MAIN � � ' G ���- UNDISTURBED SOIL TO PREVENT SETTLEMENT. \ \ A Ir - / ' ' _� > BURLAP BACK ON TOP 1/3 OF ROOT BALL CONTRACTOR. I \\\ / IIS r:� �-�� F \\ \\ \ FERTILIZER WITH PLANTING SOIL C. THE PLANTING PROGRAM AND PLANT SPECIES THAT BJ S HAS CHOSEN LENDS ITSELF TOAy;• SELECTIVE PRUNING NATURAL APPROACH. FORMAL r;. SHA) I EOUAI nR EXE FED TI �F MEgS�,I > MENTA AND, CI ES SPFrIFIED �N THE R�,4 IEDULE .- 6.. 6,,i\ \ .� i\ AN /\/\/\/\/\/\/\/\/\//�/ \ \ \ \ \ \ \ \ N. \ \ \ \ \ \ \ //ZZ� 1 j\//\//\ j\//\/�\//\/\\//\//\///// \/// AT RATE RECOMMENDED BY MANUFACTURER. HEDGES USING SHEARS AND HEDGE TRIMMERS ARE DISCOURAGED. LAND LANDSCAPE PLANTINGS SHOULD BE REVIEWED OCCASIONALLY WITH E. ANY SUBSTITUTIONS TO THE LANDSCAPE PLAN BEING SUBMITTED AND APPROVED BY THE CITY EOUIRE A REVISED LANDSCAPE PLAN OF COLLEGE STATION. A i, p FEB O 7 2011 ET ^ � LS DETAILS I I`i J \\/�\r�\ \�\\�� THE LANDSCAPE MAINTENANCE COMPANY AND SOME SHRUBS MAY NEED TO BE REMOVED y r,' KIK F P(•.. REMOVE ALL PLASTIC AND / OR REPLACED, F. INri LAlzs APE•' tJNTFs 1�;IOR jrr ALL H/�'vc`S IL i �JTS r' rtl ORly cu IN LAvv'i ANi� �`� II �* *� NTAINERS BEFORE CONTRACTOR SH ND PH LEVELS, THE. LANDSCAPE * *Z SECTION INSTALLATION. D. TREES SHOULD BE TRIMMED AT LEAST ONE TIME PER YEAR. TREES NEED TO BE TRIMMED........................._...C....,......,... PLANTING BED AREAS TO EVALUATE NUTRIENT BY A PROFESSIONAL TREE SERVICE, IF TREES ARE TRIMMED ON A REGULAR BASIS THEY ALL INCORPORATE FERTILIZE AND/OR SOIL AMENDMENT ADDITIVES AS JOHN E. SINNETTE I GROUND COVER PLANTING RECOMMENDED BY SOIL TEST. ••.••••...•••••••.••A••.••.••. SHOULD REQUIRE ONLY A LIGHT TRIMMING. #2169 SCALE: NONE G. ALL PLANTING BEDS TO RECEIVE 8" MIN, OF PR PARED BACK FILL MIX, ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. fST YNC PREPARED BACK FILL MIXTURES SHALL BE MIXE P ON SITE, CONSISTING OF ONE PART .. IRRIGATION NOTES TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: ASTM N 6' D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENT II RGANIC MATERIAL, FREE OF STONES 1 1/27 { 11 MOL IN SPADE DUG "V" SHAPED INCH AND LARGER. SOIL AMENDMENT: SPHAGN M PEAT MOSS OR COMPOST. A. THE AUTOMATIC IRRIGATION SYSTEM AT ALL RESTAURANTS SHALL BE CHECKED AND _ MULCH, SEE PLANTING NOTES EARTH EDGE 3" TO 4" TESTED ON A REGULAR BASIS, IRRIGATION SHOULD BE PROGRAMMED TO COME ON H. ALL PLANTING BED EDGES TO BE SMOOTH, CONSISTENT FLOWING ARCS. SEE PLANTING T DEEP, 3" TO 4" WIDE BETWEEN THE HOURS OF 12 A.M. AND 6 A.M. AT NO TIME SHOULD WATERING TAKE PLACE BED EDGE DETAIL. BEDS TO BE LAID OUT AND APPROVED BY LANDSCAPE ARCHITECT OR DURING THE OPERATING HOURS OF THE RESTAURANTS. OWNER'S REPRESENTATIVE PRIOR TO PLANTING' ALL EXCAVATED MATERIAL SHA[ LAR - WN OR L BE WEEP BARRIER WITH REMOVED FROM THE BED EDGE AND PLANTING BED SOLAR GROUNDCOVER AREA B. THE ENTIRE IRRIGATION SYSTEM SHALL BE TESTED ON A MONTHLY BASIS TO CHECK FOR PRE=EMERGENT HERBICIDE PRE -EMERGENT NOT USED BROKEN HEADS AND OTHER PROBLEMS. NOZZLES SHALL BE ADJUSTED TO MINIMIZE I. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID NC RATE OVERSPRAY ON TO THE WALKS AND BUILDING AND STILL INSURE GOOD COVERAGE IN THE UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE LESS LANDSCAPE. AWAY FROM BUILDING(S). OM _ C. EACH RESTAURANT MANAGEMENT TEAM SHALL FAMILIARIZE THEMSELVES WITH THE J. PARKING LOT TREES SHALL HAVE A CLEAR TRUNK DISTANCE OF 6' MINIMUM ABOVE / _ CONTROLLER LOCATION, BACKFLOW LOCATION AND ANY ADDITIONAL SHUT OFF VALVES PAVING. \/\/\/\/\/\/\ \ \ TER \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ IN CASE OF AN EMERGENCY, ///\\//\\ /\\//\\//\\//\\//\\\\/ K. TREES SHALL BE PLACED AMINIMUM = 3' FRO SIDE /\/\/\/\/\/\/\/\ /\/\/\/\/\/\/\/ OF WALKS, CURBS OR FIRE HYDRANTS, //\//\//\//\//\//\//j\\//\// WIRE\\/\\/\\/ L PLANTINGS SHALL BE FERTILIZED UPON INSTALLATION WITH A SLOW RELEASE GRANULAR FT \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ COMMERCIAL TREE/SHRUB FERTILIZER. RATE PER MANUFACTURER'S INSTRUCTIONS. / / / FERTILIZER TO BE MIXED WITH BACK FILL PREVIOUSLY DESCRIBED. FERTILIZER TABLETS //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// ARE NOT ACCEPTABLE, \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\\�\\�\\�\\�\\/\\�\\�\\�\\�\\ //\//\//\\//\//\//\/\\/1 \ 1\\11 X\1' /\\ 01 \r, M. PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED ATPRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED. N. ALL PLANTING BEDS SHALL BE COVERED WITH 11ED. BARRIER. IMPERVIOUS PLASTIC IS NOT ACCEPTABLE. O. ALL PLANTING BEDS SHALL RECEIVE 2"-3" DEPTH SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. CHANGE MUST BE APPROVED BY OWNER'S REPRESENTATIVE. MULCH PLANTING BED EDGE - SHALL BE DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN SCALE: NONE MANURE OR MALODOROUS CONTENTS. SELECTIVELY PRUNE ALL BROKEN OR DAMAGED P. WITHIN CONTRACT LIMITS, SEED OR SOD ALL SNOT COVERED BY PAVING, BUILDINGS 2 x 4 WOOD OR OR PLANTING BEDS UNLESS OTHERWISE NOTED SODDING SHALL NOT BEGIN UNTH ARE BRANCHES IN SUCH A MANNER AS TO MAINTAIN n THE NATURAL FORM OF THE TREE. 14 GAUGE HAS RECEIVED A FINISHED GRADE. A STEEL POST AT EXTEND POSTS CONNECT ALL MAJOR LEADERS WITH GUY, ATTACH & O.C. Es 0 PAST DRIP 0. LANDSCAPE CONTRACTOR RESPONSIBLE FOR M INTENANCE OF ALL LANDSCAPE AREASJi o °o n o❑ ° ABOVE INTERSECTION OF LOWEST PRIMARY I I (MAXIMUM) LINE. RADIAL (EXISTING OR PROPOSED) UNTIL SITE TURNOVER, ° o �❑ p o BRANCHES. ELASTIC OR POLYPROPYLENE WOVEN z 0 DISTANCE OF 1 GUYS (A GUYS PER TREE, EQUALLY SPACED. TIE ORANGE ONE PLASTIC FLAG TO EACH GUY. CONSTRUCTION FOR EVERY 1 UCTION R. ANY ITEM OR AREAS DAMAGED DURING CONSTRSHALL BE REPAIRED OR ° ° o CALIPER. REPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM. FENCING FLOOD TWICE DURING FIRST 24 HOURS. MULCH, I S. LANDSCAPING TO COMPLY WITH ALLAPPLICABLE CITY/LOCAL REGULATIONS.. SEE PLANTING NOTES. I FINISHED GRADE 2 x 4 WOOD OR TOP OF ROOT BALL TO BE 1" TO 3" HIGHER THAN = / // // 14 GAUGE SURROUNDING GRADE. CUT TWINE AND PULL \/\\/ \\/\\ j ( STEEL POST AT / BURLAP BACK ON TOP 1/3 OF ROOT BALL. z L'' ////// \/// 6' O,C. p \ \\ \ \ 6 -0 MAX - \ MAXI \ o \ MUM FOR - TREE cn \ � S1 - 0 AND HI \ GHER - \ 3 2x4x24 / - ( \ \\ O PRESSURE TREATED STAKES FINISHED ROOT BALL BOTTOM TO SIT ON UNDISTURBED / / / SOD NOTES ����\\ GRADE 12' WIDTH 1 SOIL WITH REMAINDER OF HOLE TO BE '�/� / // EXCAVATED AN ADDITIONAL 61NCHES DEEPER. \ / \\/\ /\\/\\/\\ \ /\\/\\ \ SITE PREPARATION: MIN OF BALL-1MIN ENLARGED j\\/�\\��\��\\%\ j/�\\/�\\/�\\/�\\/\\\/\\\ A. SITE TO BE FINE GRADED BEFORE PERMANENT SODDING. PROTOTYPE 6A INSTALLATION NOTES SECTION ��/ /r�/�/\\//\//\//\//\ B. SOL[ SHALL BE LOOSENED TO A DEPTH OF (4) INCHES BY DISCING, RAKING, ROTOTILLING SEE ENLARGED SECTION '�\/�\/�\r�� WDPARTNERS JOB NUMBER: A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL OR OTHER ACCEPTABLE MEANS, AND RAKED SMOOTH AND FREE OF ROOTS AND STONES FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS, PLACE BACKFILL IN 8" LAYERS. DETAIL NOTES OVER 1" DIAMETER. BJSBJ0146 B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN THE A. CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR CONSTRUCTION DATE ISSUED: DIAMETER OF THE ROOT BALL. ACTIVITIES - PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRESERVED. C. PROVIDE SOIL PH TESTING. ADJUST THE PH RANGE OF SOILS THAT ARE UNACCEPTABLE C. REMOVE ALL TAGS AND NYLON TWINE B. THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND PER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. INCORPORATE RAW D. FOR TREES LESS THAN 10' PROVIDE U LONG HARDWOOD STAKE INSTALLED IN UNDISTURBED SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. GROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE SOIL. FACE TOP STAKE INTO PREVAILING WIND. ATTACH WITH ELASTIC OR POLYPROPYLENE C. NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PERMITTED WITHIN SPECIFIED BY THE MANUFACTURER, ISSUES: WOVEN GUYS THE FENCED AREA. SOD INSTALLATION: BUILDING SUBMITTAL 12/17/2010 MULTI -TRUNK PLANTING �+ TREE PRESERVATION A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE BID ISSUE 01/14/2011 SCALE, NONE TO TURFGRASS PRODUCERS SCALE: NONE INTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION. SELECTIVELY PRUNE ALL BROKEN OR DAMAGED B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS OR CUT PIECES THAT ARE NOT BRANCHES IN SUCH A MANNER AS TO MAINTAIN BROKEN OR STRETCHED. SOD SHALL BE FREE OF (THATCH. SODDING SHOULD BE DONE W THE NATURAL FORM OF THE TREE. GOOD WEATHER. SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO 2"x 2"x 6' HARDWOOD STAKES (2) PER TREE C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS REVISIONS: INSTALLATION; AFTER INSTALLATION EACH PLANT PERPENDICULAR TO PREVAILING WINDS IN ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES SOD SHALL BE STAKED. A SHALL BE INSPECTED AND PRUNED AS NEEDED TO UNDISTURBED SOIL. ATTACH WITH ELASTIC OR REMOVE MINOR DEAD OR DAMAGED PORTIONS. POLYPROPYLENE WOVEN GUYS, TIE ONE PLASTIC D. APPLY STARTER FERTILIZER AT TIME OF SODDING AT RATE RECOMMENDED BY FLAG TO EACH GUY. MANUFACTURER, CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING. MULCH SEE PLANTING NOTES. MAINTENANCE: MULCH. SEE PLANTING NOTES. CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM. FLOOD A. WATER 1 INCH MIN. WITHIN THE FIRST HOUR OF SOD INSTALLATION. �� -- REMOVE BURLAP AND TWINE OR CONTAINER FROM ION. BEGIN IRRIGATION TOP 1/3 OF ROOT BALL. TWICE DURING FIRST 24 HOURS. SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDED AREA MOIST. RED, \ \ ,. , \\ /\ •\\ TOP OF ROOT BALL TO BE 1 TO 3 HIGHER THAN B. CONTINUED MAINTENANCE MOWING FERTILIZATION WEEDING, 4 MOUND / ( Gt ETC. OF THE SODDED / OF TOPSOIL MIXTURE TAMPED --�.��,.� ED F IRM OVER R \ - \ SURROUNDING GRADE. CUT TWINE AND PULL AREA SHOULD BE PROVIDED BY A PROFESSIONAL (� NDSCAPE"MAIN � � ' G ���- UNDISTURBED SOIL TO PREVENT SETTLEMENT. \ \ A Ir - / ' ' _� > BURLAP BACK ON TOP 1/3 OF ROOT BALL CONTRACTOR. I \\\ / IIS r:� �-�� F ROOT BALL TO SIT ON UNDISTURBED SOIL WITH REMAINDER OF HOLE TO BE EXCAVATED a SHEET CONTENTS: 6.. 6,,i\ \ .� i\ AN LANDSCAPE LED I I WIBALLOF ADDITIONAL 6 INCHES. FEB O 7 2011 ET ^ � LS DETAILS I I`i J MIN OFIBALL MIN CCLLt E 8 9HON INSTALLATION NOTESDEVELOPMENT INSTALLATION NOTES SERVICES A. EXCAVATION TO BE THE DEPTH OF ROOT BALL + 4" .BACKFILL WITH PREPARED TOPSOIL: SEE R.� PLANTING NOTES. PROVIDE COMMERCIAL FERTILIZER, APPLY PER MANUFACTURERS A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL --` DIRECTIONS. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 6" WIDER (ALL SIDES) THAN THE FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS. PLACE BACKFILL IN 8" LAYERS. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN DIAMETER OF THE ROOT BALL. SCARIFY SIDES BEFORE PLANTING THE DIAMETER OF THE ROOT BALL SHEET NUMBER: C. REMOVE ALL TAGS AND NYLON TWINE. C. REMOVE ALL TAGS AND NYLON TWINE A SHRUB PLANTING L NTIN G TREE PLANTING I SCALE: NONESCALE: NONE _ SHT:XX OF:XX TOTAL: 01/27/2011 _ l /J LEGEND PAGER DROP BOX (BY OWNER): ASHTRAY 8 TRASH COMBO (BY OWNER): PLANTER (BY OWNER): PLANTER (BY OWNER): BENCH PER BJS SPECIFICATIONS: GC TO STAINWRHTFAKOiI_ LANDSCAPE CODE REQUIREMENTS PARKINGEND ISLANDS S't OO 7.2D): 160 S.F. MIN. AND MAY HAVE SIDEWALKS THROUGH THEM, MAJORITY PLANTED OR PARTNERS `• \`\ TREATED WITH EN AH4NC OPAVING. PARKINGIN7E MRISLANDS TIL 072E)' MSUS.F.MIN. LANDSCAPING FOR EVERY 15 INTERIOR PARKING SPACES. END 1 \ - BL AND AREAS THATEY CED THEMIMMUM REQUIRED MAYSE COUNTED TOWARD THE INTERIOR PARKING ISLAND REQUIREMENT. A10% P3INT CREDIT WILL BE AWARDED FOR LANDSCAPE PLANS PREPAAEDBY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS, brand, operations: build 42 INTERIOR PARKING SPACES/15= 3 INTERIOR ISLANDS (180 SF X 3=540 S.fJ REQUIRED - // 12 INTERIOR ISLANDS (4,468 S.F.) PROVIDED MIN. ANOEEPOlfl REOUIRED IUDD 7.SC1: 3D ROINTS PER 1,000 S.f.OF SITE AREA (MIN. BDO POINTS). EVERY INNAPAt47ROWAVE BIAIE100 PROJECT MUST IXPENIN MIN.50%OF POIMTOTAL ON CANOPY TREES. DOUBLE POINTS REQUIRED. - "F-CAm / 9&76176767 — / / / CALCULATIONS A.tA/ I.. X So X 2 OF PHASELINE .2P / PHASE UNE Noy !/ 82,1705E SITE A'^-:A(1,000%30X2= 4,930.2POINTSREQUIRED WIDPARTNER&COM / - 5,70C)REES:NiS PROVIDED MIN 507' OF POINT SHALL BE CANOPY TREES: 2.465.1 POINTS REONRED t 12' QA 3,750 POINTS PROVIDED 2 / () 10' & I) K = (3) EXISTING CANOPY TREES W CALIPER B LARGERAT50D POINTS EACH - 1,500 POINTS / - IIJv�TTSOF /ry STAEETSCAPE REOUIRS,VEMS1U00]SD)' REFER TO OVERALL DEVELOPMENT PLAN FOR POST OAK MAI - ISTURBEDAREA ! ! NON-flESIDE EL A5C—TECTURAL STANDARDS LUDO%.9B: 4 BICYCLE PARKING SPACES REQUIRED. 9'X655 SF '—� -- / I.. .EACH WITH MIN. 3' SEFARATON. - PC -i / 6 i - 'f / GROSS SOUARE FEET BUIIDINGICOMBINATION OF BUILDINGSS AREA OVER 150,000- DOUBLE POINTS REQUIRED. TREE WELLS FACING RO.W. REQUIRED. 240 LF BUILDING FRONTAGE X 15%/ 6 LF.= 6 TREES REQUIRED (UDO 7.9WE) / BJ'S BUILDING FLOOR AREA (BUILDING FOOTPRINT): 6,376 S.F. PATIO: 1,428 S.F. COLLEGE STATION NOTES / •1J, b�y M29 \ /// JI: ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS - .y / \/ // NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN i 560E OR ISOLATED ^ti/ MEASURED FROM A POINT FIVE FEETABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. - _� 1001e COVERAGE OF GROUNOCOVER, DECORATIVE PAVING, DECORATIVE ROCK (DECORATIVE ROCK CANNOTBE LOOSEROCKS), ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS. SWALES AND DFWNAGEAREAS, THE _ PARKING LOTSETBACK, RIGHMOF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRucTON. ^i1'• ��\"'yy�sv. �' !// ! DECORATIVE ROCK CANNOTBE LOOSE ROCKS. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED ASPER CITY ORDINANCE C> •d- �,(='ALLBACK FLOW DEVICES WILLBE INSTALLED AND TESTED UPON INSTALLATIONAS PER CITY ORDINANCE 2394. � '8' OAK I �� \/ / / //y j ALL NEW PLANTINGS MUST BE IRRIGATED. SEE IRRIGATION PLAN. Q IV I AK 10 UP TI S !\2PAq- 'Q 16 FROM R •%�/'' / OJ FROMF ��� J , TA 217 PLANT MATERIAL POINT VALUES - PROP. TREE WELL/ PROTECTION. SEE'\ Y/ DETAIL EXISTING-, ' - j i BERM BTU/ GRASST0 ORI'E REPkARCE TURF NEEOI DP. TREE ICING. D6 NOT ANGE*,DE MIN F LACING PLANT MATERIAL POINTS ACCRUED PER P INSTALLED SIZE CALIPER(INCHES) NEW PLANTINGS BOTANICALNAME CANOPY TREE 75 150 300 1.5 T02 2.1 TO 3.4 3.5 AND LARGER NON-CANOPYTREE 40 1.23 AND LARGER SHRUBS 10 MIN.5 GALLON SHRUBS, NOTFOR SCREENING 1 MIN. t GALLON EXISTING TREES WITH NO BARRICADE PROTECTONAREA CANOPY TREE 40 47014.5 NDN-CANOPYTREE 35 12 AND LARGER EXISTING TREES WITHIN BARRICADE PROTECTIONAREA CANOPY TREE .400 500 BETWEEN 4PNDB BAND LARGER NON -CANOPY TREE 150 200 BETYEEN2PN04 4 AND LARGER PLANTING SCHEDULE BOTANICALNAME SIZE SYMBOL KEY QTY. COMMON NAME CONDITION COMMENTS OV 9 QUERCUS VIRGINNM LINE OAKSYMMETRICAL- 12HT CONT 6CLEPA TRUNK FULL CROWN, 25• CAL MIN. SINGLE DOMINANTLEADER45 GAL MIN. SEE TREE PLANTING DE TAIL ' PC fi iiSTACHIA CFONEN'IS 10 M COM V CLEAR TRUNK CHINESE PISTACHE SYMMETRICAL FULL CROWN, 2.5* CAL MIN. SINGLE DOMINANT LEADER 45 GAL MIN. SEE TREE PLANTING DETAIL LT 1 LAGERSTROEMl4X RUSCARGRA' M COM MULTI -TRUNK, 3 TRUNKS MIN TVSCARORACRAPEMYRTIE - 1.25' CAL MIN. SEE MULT4TRUNK PLANTING DETAIL - -� 30 GAL MIN. iC 2A ILEX CORNUTA SURFORDII NNJN' DWARF BURFORD CHINESEHOLLY 24'M COM TGA MN DENSELY BRANCHED S SHR G 1 CA ® RI 30 RHAPH LEPISINDICA'CLAPW CLAF2A INDIAN HAWTHOgN 1B'HT COM 4 N DENSELY BRANCHED Q IV ILEX VOMITORIA %ANA' DWARF YAUPON HOLLY IGF MIN COM DENSELY BRANCHED ©. LF 3 LEUCOPriYI.LUM F.-GREENCLOUD' GREENCIOUDTEXAS SAGE 24•M COM ] MN DENSELY BRANCHED - - MC iq MYRICACERIFERA'DONS DV/ARF DONS DWARF WAXMYRTE 24'HT COM GA MIN, DENSELY BRANCHED ® 5] RRUS GRANT LIMA FRAGRAMSUMAC IS, HT CONT G4 MN DENSELY BRANCHED RM 2 RHAPHIOLEFIS IM'MAJESRC BEAUTY MAJESTIC BEAUTY INDIAN lWVRHOR 4'-5'M STD/CONT 7G4 MN STPNDARD, DENSELY BRANCHED - O CA. B CORDYLNEAUSTR RED SENSATION 24-HTISPR RED SENSATION CORDYUNE COM 5 G4 M N DENS�FOLIAGE S F P LATER DETAIL OPHIOPOGONJRPONICUS OJ 427 MONDQGRASS 12'HT/SPR COM 1GAL MN WELL ROOTED, SPACED 18'0.C. S GROUNDPI NG AI TR40HELOSPERMUM ASIATICUM 'D T' POTS ASIATIC JASMINE 12• HT/SPR TRIANGULAR SPACING I2' 0. C. POTS ROME T S GRO N CO R PLANTING AI LOCALLY AVAILABLE HYBRID BERMUDA GRASS SEE SOD NOTES. MUL SHREDDED HARDWOOD MULCH APPLIED AT 7a'MINIMUM THICKNESS CHANGE MUST BE APPROVED 8Y OWNERS REPRESENTATIVE SEE PLANTING NDTES. " QOF— ��z VALPOINTUE POINT Y W O 0 ti 4 150 1,350 co //Wn� 0 V U-) 'W T 150 900 0 IN MEN !. - TOTAL 4,20)._...--.- \�\ \\ 1 '6•Sw ./ / r / I i i.. +1.50D=5.700 � � 01fM/mit LEGEND - EXISTING EXISTING TREE NOTES ! REVISIONS. A 13ENERALCONTRACTORSHALLPROVIDETREEPROTECTION PC2 01�13�2011 STING TREE \\ \ ,. f /! / 0EXISTING TREE TO REMAIN AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF- A Ol 2B 2011 /IJ PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION - CB3 03/22/2011 MAINTAIN EXISTING FILTER FABRICTO \ \ "'-.J I ! /GRADINGACTIVftt. SEE TREE PRESERJATONFENCING GRADE SEPARATE SOIL \\ tzo / /. / - DETAIL DRY -LAID STACKED / \\ \\ I j I / V� �\ B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY BOUIDERSLABS, \ \ / / ROOTS TO A DEPTH OF I WFOR EXISTING PLANT MATERIAL TO HEIGHT AS NEEDED TO... \ \ / / - I X.. IEXIS71NG TREE 70 BE REMOVED 4- - MINIMIZE GRADING IN BE REMOVED. L_ _ _ 1 St�TCOM@tTS. MIN DIMENSIONS: ___, TREEPRESERVATION.FENCING LANDSCAPES 6HTX 12'X 18'. 9 BATTER ANGLE 1B•CAR CALL BEFORE YOU DIG I - PLAN OVERHANG - TEXAS LAW REQUIRES EXCAVATORS TO NOTIFY THE FINISH'D TEXAS NOTFlI%1no SYSTEM ATLEASTIWO(2) GRADE WORKING DAYS BUTNOTMORETHAN FOURTEEN 114) - - CALENDAR DAYS PRIOR TO EXCAVATION One -Galt Board of Texas - - nvm.o_Htexassom TREE WELL PROTECTION �� 1-800-545-6005 SCALE: 1" = 20.00' N�R0 ID 20 40�N SCALE: NONE L1 - -. - Stf XXOFXX TOTAL- . L - - - - - -j