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HomeMy WebLinkAboutDrawingsPLANTING NOTES: 1. ALL NON -DIMENSIONED TREE LOCATIONS ARE DIAGRAMMATIC. CONTRACTOR SHALL STAKE OUT ALL INFORMAL TREE LOCATIONS IN FIELD USING COLORED FLAGS FOR EACH DIFFERENT FREE SPECIES FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 2 SHRUB, GROUNDCOVER & SEASONAL COLOR BED LAYOUTS SHALL BE S`T'AKED FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION. 3. ALL PLANTING BEDS SHALL HAVE A MINIMUM THREE (3") INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972.831-8181 (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. 4. TREES SHALL BE PLANTED AT LEAST FOUR (4') FEET FROM ANY UTILITY LINE, WALLS, OVERHEADS, WALKS, CURBS, EDGING AND OTHER TREES WITHIN THE PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. TREES SHALL ALSO BE PLANTED OUTSIDE ALL UTILITY EASEMENTS AND OUTSIDE A FOUR (41 FEET DIAMETER CLEAR AREA AROUND ALL HYDRANTS. 5. TREES OVERHANGING SIDEWALKS AND PARKING OR PEDESTRIAN AREAS ARE INTENDED TO HAVE A MINIMUM CLEAR TRUNK BRANCHING HEIGHT OF SEVEN (7') FEET AT MATURITY. 6. TREES OVERHANGING VISIBILITY EASEMENTS OR RIGHT OF WAYS ARE INTENDED TO HAVE A MINIMUM CLEAR TRUNK HEIGHT OF NINE (9') FEET AT MATURITY. T. ALL PLANT MATERIAL SHALL BE MAINTAINED IN.A HEALTHY AND GROWING CONDITION, AND MUST BE REPLACED WITH PLANT MATERIAL OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED DURING CONSTRUCTION OR WARRANTY PERIOD. 8. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING, REMOVAL OF MISCELLANEOUS DEBRIS AND ANY ADDITIONAL FILL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING IN ALL LAWN AREAS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNERS REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 10. ALL LAWN, SHRUB AND GROUNDCOVER AREAS TO RECEIVE 1000A AUTOMATIC IRRIGATION SYSTEM COVERAGE UNLESS NOTED OTHERWISE. ADJUST IRRIGATION DESIGN AS NEEDED TO ACHIEVE THIS RESULT. 11. ALL TURF AREAS TO BE HYDROSEEDED BERMUDA GRASS UNLESS OTHERWISE NOTED. NOTE SOD AREAS. 12. FINAL GRADING SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE IN THE FIELD PRIOR TO PLANTING. 13. ANY QUANTITIES ON THIS PLAN (EXPRESS OR IMPLIED) ARE FOR INFORMATION ONLY (PLANT SPACING IS AS INDICATED ON 'PLANT SCHEDULE UNLESS OTHERWISE NOTED). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT SCHEDULE REMARKS. 14. PROVIDE STEEL EDGING AS INDICATED ON THESE DRAWINGS. WHERE NO EDGING IS INDICATED PROVIDE A SHOVEL CUT EDGE WITHIN THE GROUNDCOVER OR SHRUB AREAS.. 15. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, UTTER, AND WEEDS AT ALL TIMES DURING CONSTRUCTION. 16. REFERENCE THIS SHEET FOR PROTOTYPICAL PLANTING DETAILS. 17. PLANTING MIX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. 18. TREE BACKFILL TO BE 50%►150% MIXTURE OF NATIVE SOIL TAKEN FROM TREE PIT t TREEMIX XBBY SOIL BUILDING SYSTEMS, 972.831.8181(OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. CITY OF COLLEGE STATION LANDSCAPE CODE SUMMARY: GENERAL NOTES: 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE GOVERNING REGULATORY REQUIREMENTS. REQUIRED PERMITS SHALL BE OBTAINED BY THE CONTRACTOR. 2. ALL CONSTRUCTION COVERED BY THESE CONTRACT DOCUMENTS SHALL BE CONFORMANCE WITH THE LATEST EDITION OF ALL APPLICABLE CITYAND OSHA CODES AND STANDARDS, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND AMENDMENTS. 3. CONTRACTOR TO VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EASEMENTS, BUILDINGS, ROADWAY, CURB AND GUTTERS, UTILITIES AND OTHER INFORMATION AFFECTING THIS SCOPE OF WORK. - THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION ON HOW TO PROCEED IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THESE DRAWINGS. 4. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED IF OBSTRUCTIONS AI IOR DIFFERENCES EXIST ON SITE THAT WERE NOT APPARENT DURING COURSE OF DESIGN AND CONSTRUCTION DOCUMENTATION. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. S. EXCAVATION IN THE VICINITY OF UTILITIES SHALL BE UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE UTILITIES WITH LOCAL AUTHORITIES AND/OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING EXCAVATION. ANY DAMAGES TO UTILITIES SHALL BE REPAIRED IMMEDIATELYAT NO EXPENSE TO THE OWNER. 6. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 7. CONTRACTOR SHALL COORDINATE MATERIAL STORAGE, PARKING OF VEHICLES AND RESTRICTIONS ON WORK: WITH OWNERS REPRESENTATIVE. PARKING OF VEHICLES AND STORAGE OF MATERIALS SHALL NOT BE PERMITTED BENEATH THE CANOPY OF EXISTING TREES, 8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO COMPLETE WORK AS SHOWN IN THESE DRAWINGS UNLESS OTHERWISE SPECIFIED. 9. CONTRACTOR(S) RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS ON A DAILY BASIS BY END OF WORK DAY. 10. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, CONTRACTOR SHALL THOROUGHLY CLEAN PROJECT SITE OF ALL TRASH AND SCRAPS, CONTRACTOR SHALL REPAIR ALL DAMAGE TO FINISH GRADE, INCLUDING TAILINGS FROM EXCAVATIONS, WHEEL RUTS, ETC., CAUSED BY CONSTRUCTION. ri. PLANTING SCHEDULE: "A - CODE REQUIREMENT SUMMARY: REQUIRED: PROVIDED: POINTS VALUES: CODE BOTANICAL NAIVE I FINISH PLANT MATERIAL HATCH PATTERNS 264,975.48 S.F. OR 6.083 ACRES minus () 78,029 s.f of UNDISTURBED LAND =186,946.48 S.F. or 4.30 ACRES NIA NIA POINTS SYMBOL SYM. COMMON NAME SIZE HEIGHT SPREAD ROOTBALL REMARKS POINTVALUE EARNED 5,608.50 PTS. (*TOTAL PTS) TREES QUERCUS VIRGWIANA I 3.5' CAL. MIN. V. lit' 8' - V 100 GAL. CONTAINER GROWN, SINGLE TRUNK, 12,129 POINTS 12,330 POINTS REF. PLANTING SCHEDULE THIS SHEET LANDSCAPED AREA: SOUTHERN LIVE OAK �. agas! ! !• i i y ' . A. 100% OF LANDSCAPED AREAS REQUIRED TO BE LIVING MATERIAL IN PARKING o CI FULL CANOPY 300 5400 YES YES QUERCUS SHUMARDII I 3.5" CAL. MIN. V -1(y V - S< 100 GAL. CONTAINER GROWN, SINGLE TRUNK, .~.t TREES MAY BE SUBSTITUTED FOR 1 CANOPY TREE) TEXAS RED OAK 7 (3.5° CAL. TREES) REF. PLANTING SCHEDULE THIS SHEET PARKING AREAS: NIA FULL CANOPY 300 39Di DUE TO PARKING DUE TO PARKING PISTACIA CHINENSIS I CHINESE PISTACHE 3.5° CAL. MW. V -10' 6!-r 10D GAL CONTAINER GROWN, SINGLE TRUNK, FULL CANOPY 309 1500 A. NOTHING IS TO BE PLANTED WITHIN THE VISIBILITY TRIANGLES THAT IS 2' OR GREATER IN HEIGHT. YES YES OUTSIDE STORAGE AREAS: SHRUBS AND GROUNDCOVER A. ANY 6" UNTREATED VERTICAL SURFACE FOR DUMPSTERS MUST BE ADEQUATELY YES YES, 25 - 5 GAL. AND 30 GAL. SHRUBS REF. PLANTING SCHEDULE THIS SHEET SCREENED. ABELIA GRANDIFLORA "EDWARD GOUCHER'1 NO -NIA NO - NIA. MW. CONTAINER 1380 A. ALL PLANTING AREAS TO CONTAIN AN UNDERGROUND SPRINKLER SYSTEM. EDWARD GOUCHER ABELiA 5 GAL MW. 3r -4r 36" - 48" 5 GAL. GROwN 10 ° ILEX X NELL.IE R StSIM I 30 GAL MIN. V-6 4' - G 30 GAL. MIN. CONTAINER GROWN 10 150 FOR BUILDINGS AND WILL BE SIZED BY CITY ACCORDING TO IRRIGATION DEMAND NELLIE R STEVENS HOLLY SUBMITTED BY APPLICANT AND MUST INCLUDE BACKFLOW PREVENTION PROTECTION. YES YES 0 (; BERBERIS THUNBERGII I 3 GAL, MIN. 24" - 36" 240 - 35' 3 GAL, MIN. CONTAINER GROWN 0 0 CRIMSON PYGMY BARBERRY NASELLA TENUISSIMA/ 1 GAL MIN. 24" - 36' 24" - 36" 1 GAL. MIN. CONTAINER GROWN 0 0 MEXICAN FEATHER GRASS LAWN CYNODON DACTYLON / SOLID SOD DESIGNATED AREAS AS COMMON BERMUDA GRASS SPECIFIED ON DRAWINGS TOTAL POINTS REQUIRED, 12„129 TOTAL POINTS EARNED (AS SHOWN ON PLANTING SCHEDULE): 12,330 "A - NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITES SHOWN ON PLANS AND IN PLANT LIST. IN THE EVENT OF A DIFFERENCE IN QUANTITY, CONTRACTOR TO ASSUME THE COSTLIEST QUANTITY. 2. CONTRACTOR TO CONFIRM MEASUREMENTS OF EXISTING HARDSCAPE AREAS AS WELL AS EXISTING TREES. MEASUREMENTS ON DRAWINGS MAY NOT BE AN ACCURATE REPRESENTATION OF CURRENT SITE CONDITIONS. ADJUSTMENTS IN FIELD WILL BE NECESSARY. THESE ADJUSTMENTS MAY PRODUCE THE NEED FOR MORE OR LESS PLANT MATERIALS. 3. 100% HEAD TO HEAD IRRIGATION COVERAGE FOR ALL AREAS. EXISTING IRRIGATION TO BE ADJUSTED TO ACHIEVE FULL COVERAGE. 4. CONTRACTOR TO PROVIDE A PERMANENT ESTABLISHED LAWN. IF ANNUAL RYE IS REQUIRED DUE TO SEASON, CONTRACTOR TO PROVIDE ORIGINAL LAWN AS SPECIFIED ONCE WEATHER PERMITS PLANTING. ADDITIONAL NOTES REQUIRED BY CITY: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, ANIS ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. NOTE: THIS DETAIL REFERS TO ALL SHRUB AND ORNAMENTAL GRASS PLANTINGS UNLESS OTHERWISE NOTED. ----PLANT MATERIAL PER PLANS/ SCHEDULE SPACING PER PLANS/SCHEDULE ROOTBALL- SET FLUSH Wf 4 GRADE AS SHOWN O 6 • O O CODE REQUIREMENT SUMMARY: REQUIRED: PROVIDED: POINTS VALUES: CODE SITE AREA: FINISH PLANT MATERIAL HATCH PATTERNS 264,975.48 S.F. OR 6.083 ACRES minus () 78,029 s.f of UNDISTURBED LAND =186,946.48 S.F. or 4.30 ACRES NIA NIA �csau.�.ravm�r--�.-J�.t�►..�:►cir,�am:.r_. LANDSCAPE POINTS:_ --= INDICATES MASS PLANTING AREAS OF A. 30 POINTS PER 1,000 S.F. OF SITE AREA (MIN. 800 POINTS PER SITE) 11,217 POINTS 11,280 POINTS REF. PLANTING SCHEDULE THIS SHEET B. EACH PROJECT MUST CONTAIN 50°lo POINTS ON CANOPY TREES 5,608.50 PTS. (*TOTAL PTS) 10,800 POINTS REF. PLANTING SCHEDULE THIS SHEET C. 300 ADDITIONAL POINTS REQUIRED FOR EACH 50 L.F. OF FRONTAGE ON A R.Q.W. 912 POINTS 1,050 POINTS REF. PLANTING SCHEDULE THIS SHEET D. TOTAL POINTS REQUIRED FOR SITE: 12,129 POINTS 12,330 POINTS REF. PLANTING SCHEDULE THIS SHEET LANDSCAPED AREA: ISI �. agas! ! !• i i y ' . A. 100% OF LANDSCAPED AREAS REQUIRED TO BE LIVING MATERIAL IN PARKING o CI Rte- LOT ISLANDS, SWALES, DRAINAGE AREAS AND PARKING SETBACKS YES YES STREETSCAPE REQUIREMENTS. j0 Aft, A. ONE CANOPY TREE PER 25 L.F. ALONG STREET FRONTAGE (2 NON- CANOPY .~.t TREES MAY BE SUBSTITUTED FOR 1 CANOPY TREE) 7 (3.5e CAL. TREES) 7 (3.5° CAL. TREES) REF. PLANTING SCHEDULE THIS SHEET PARKING AREAS: NIA NIA A. PARKING AREAS ADJACENT TO A R.O.W. SHALL BE SCREENED FROM THAT R.O.W. DUE TO PARKING DUE TO PARKING i (MIN. T HEIGHT, 2' FROM PARKING AREA) PROXIMITY TO R.O.W. PROXIMITY TO R.O.W. VISIBILITY TRIANGLES: J 0 A. NOTHING IS TO BE PLANTED WITHIN THE VISIBILITY TRIANGLES THAT IS 2' OR GREATER IN HEIGHT. YES YES OUTSIDE STORAGE AREAS: A. ANY 6" UNTREATED VERTICAL SURFACE FOR DUMPSTERS MUST BE ADEQUATELY YES YES, 25 - 5 GAL. AND 30 GAL. SHRUBS REF. PLANTING SCHEDULE THIS SHEET SCREENED. BUFFER YARD REQUIREMENTS NO -NIA NO - NIA. IRRIGATION SYSTEM: A. ALL PLANTING AREAS TO CONTAIN AN UNDERGROUND SPRINKLER SYSTEM. THIS SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZE SENSOR. 100% HEAD TO HEAD COVERAGE WITH NO OVERSPRAY ON BUILDING OR SIDEWALKS. 10% POINT CREDIT AWARDED WHERE IRRIGATION SYSTEM IS A RECOGNIZED WATER CONSERVING SYSTEM. IRRIGATION METERS ARE SEPARATE FROM THE REGULAR WATER SYSTEMS FOR BUILDINGS AND WILL BE SIZED BY CITY ACCORDING TO IRRIGATION DEMAND SUBMITTED BY APPLICANT AND MUST INCLUDE BACKFLOW PREVENTION PROTECTION. YES YES NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITES SHOWN ON PLANS AND IN PLANT LIST. IN THE EVENT OF A DIFFERENCE IN QUANTITY, CONTRACTOR TO ASSUME THE COSTLIEST QUANTITY. 2. CONTRACTOR TO CONFIRM MEASUREMENTS OF EXISTING HARDSCAPE AREAS AS WELL AS EXISTING TREES. MEASUREMENTS ON DRAWINGS MAY NOT BE AN ACCURATE REPRESENTATION OF CURRENT SITE CONDITIONS. ADJUSTMENTS IN FIELD WILL BE NECESSARY. THESE ADJUSTMENTS MAY PRODUCE THE NEED FOR MORE OR LESS PLANT MATERIALS. 3. 100% HEAD TO HEAD IRRIGATION COVERAGE FOR ALL AREAS. EXISTING IRRIGATION TO BE ADJUSTED TO ACHIEVE FULL COVERAGE. 4. CONTRACTOR TO PROVIDE A PERMANENT ESTABLISHED LAWN. IF ANNUAL RYE IS REQUIRED DUE TO SEASON, CONTRACTOR TO PROVIDE ORIGINAL LAWN AS SPECIFIED ONCE WEATHER PERMITS PLANTING. ADDITIONAL NOTES REQUIRED BY CITY: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, ANIS ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. NOTE: THIS DETAIL REFERS TO ALL SHRUB AND ORNAMENTAL GRASS PLANTINGS UNLESS OTHERWISE NOTED. ----PLANT MATERIAL PER PLANS/ SCHEDULE SPACING PER PLANS/SCHEDULE ROOTBALL- SET FLUSH Wf 4 GRADE AS SHOWN O 6 • O O SECTION PLANTING LEGENDiNOTES: BED EINE- GRAPHIC REPRESENTATION ONLY INDICATES SEPERATION OF PLANT SPECIES - - - - - - - STEEL EDGE TREE VARIETY TREE QUANTITY .(S -SHRUB, GROUNDCOVER OR VINE VARIETY SHRUB, GROUNDCOVER ORVWE QUANTITY DESCRIPTION COLOR FINISH PLANT MATERIAL HATCH PATTERNS (EXAMPLE PATTERNS ONLY) -ACTUAL DRAWING NATURAL �csau.�.ravm�r--�.-J�.t�►..�:►cir,�am:.r_. .�-rraas.-.ra. � INDICATES MASS PLANTING AREAS OF (to be verified REGULARLY SPACED PLANTS. PATTERNS ARE WWW.CUSTOMSTONE.COM NOT SPECIES SPECIFIC AND COULD BE USED TO REPRESENT MULTIPLE SPECIES. with arcJibd with amNted 1! � • � r�. prior to install) ARCHITECT FOR APPROVAL PRIOR TO WALLRT'ION ISI �. agas! ! !• i i y ' . W o CI Rte- SECTION PLANTING LEGENDiNOTES: BED EINE- GRAPHIC REPRESENTATION ONLY INDICATES SEPERATION OF PLANT SPECIES - - - - - - - STEEL EDGE TREE VARIETY TREE QUANTITY .(S -SHRUB, GROUNDCOVER OR VINE VARIETY SHRUB, GROUNDCOVER ORVWE QUANTITY NOTES: 1. ALL PLANTING BEDS SHALL HAVE A MINIMUM THREE (31 INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). 2. PLANTING MIX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEM 972-831-8181 (OR APPROVED EQUAL). 3. TREE BACKFILL TO BE 50% f 50% MIXTURE OF NATIVE SOIL TAKEN FROM TREE PIT TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181. Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to sheet COI Site Pian. TO SCALE ARBOR TEE BY DF.EPROOT (OR APPROVED EQUAL} PLACE TIE AT LOWEST CROTCH OF LOWEST BRANCH ROOTBALL- REMOVE ALL ROPES, WIRES, AND CONTAINERS PRIORTO PLANTING (IF BALL & BURLAP, REMOVE TOP 113 OF BURLAP PRIOR TO PLANTING) - 3' MULCH LAYER REF. PLANTING NOTES/ THIS SHEET - 3" HIGH WATER RETENTION BASIN - 4" DIA PVC INSPECTION TUBE CUT 1" ABOVE FINISH GRADE, CAP W/ 4" DIA. FLUSH GRATE (NDS PART #12 OR APPROVED EQUAL). EXCAVATE TREE PIT 12" AROUND EDGE OF ROOT BALL 1. A MAINTENANCE CONTRACT IS REQUIRED FOR THIS PROJECT. REFERENCE SPEC. SEC116N 92980 2. IT IS THE INTEND OF THE CONTRACT TO PROVIDE THE OWNER WITH A PROJECT SITE THAT is IN A FIRST CLASS CONDIITON AND PERFORM ALL SERVICES IN A GOOD AND WORKMAN LIKE MANNER TO THE FULL SATISFACTION OF THE OWNER AND CITY. SITE IS TO BE MAINTAINED SO AS TO BE ATTRACTIVE IN APPEARANCE. ALL PLANT MATERIALS AND LAWNS SHALL BE KEPT IN A iALTHY AND VIGOROUS CONDITION, ALL PAVEMENTS AND SURFACES SHALL BE KEPT CLEAN, AND ALL IRRIGATION SHALL BE KEPT FUNCTIONING. . PLEASE REFERENCE SPECIFICATION SECTION: 02980'LANDSCAPE MAINTENANCE" FOR MORE DETAILED INFORMATION REGARDING THE MAINTENANCE REQUIREMENTS FOR THIS PROJECT. ADDITIONAL MAINTENANCE ITEMS MAY BE REQUIRED FROM TIME TO TIME W ORDER TO MIAINTAIN THE FIRST CLASS CONDITIONS REQUIRED OF THE PREMISES. NOTE: THIS DETAIL REFERS TO ALL GROUNDCOVER, PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. . ti - SPACING PER TPLANSISCHEDULE u........ ..u...... MATERIAL PER PLANS/ SCHEDULE ROOTBALL- SET FLUSH W/ GRADE AS SHOWN T MULCH LAYER REF. PLANTING NOTESITHS SHEET PLANTING MTX TILLED WITH EXISTING SOIL TREF. SPECIFICATIONS PROTOTYPICAL GROUNDCOVER PUNTING VSECTION W OTOTYPICAL TREE PLANTING ON MATERIALS SCHEDULE SUBGRADE LAWN AREA (UNLESS OTHERWISE NOTED) FINISH GRADE NOT TO SCALE I EDGING AS SPECIFIED I AS SPECIFIED --METAL STAKE --PREPARED PLANTING BED ASSPECIFIED - NOT TO SCALE NOTES: 1. TREES LESS THAN T CALIPER TO RECIEVE TWO (2) TREE STAKES. TRE ER THAN 3' CALIPER TO RECIEVE THREE (3) TREE STAKES. CTION TUBE CAPS ANIS TREE IES PER 'S SPECIFICATIONS. 3. REF. PLAt�IG-NOTES/ THIS SHEET STEEL LANDSCAPE EDGING GREEN PAINTED 4" X 3116" AGGREGATE $'-0" LONG METAL "TEE TOPS. INSTALL POSTS SUBGRADE. DO NOT D TOP OF ROOTBALLTO! ABOVE FINISH GRADE FINISH GRADE 'S°: GREEN W/ WHITE T-0" INTO UNDISTURBED tB ROOTBALL SCARIFY EDGE OF TREE PTT NO SMOOTH OR COMPACTED D SURFACES TREE BACKFILL MIX REF. PLANTING NOTES/ THIS SHEET -COMPACTED SOILIPLANTING MIX SYMBOL DESCRIPTION COLOR FINISH PLANT MATERIAL HATCH PATTERNS (EXAMPLE PATTERNS ONLY) -ACTUAL DRAWING NATURAL NATURAL COULD CONTAIN ALTERNATE PATTERNS. � INDICATES MASS PLANTING AREAS OF (to be verified REGULARLY SPACED PLANTS. PATTERNS ARE WWW.CUSTOMSTONE.COM NOT SPECIES SPECIFIC AND COULD BE USED TO REPRESENT MULTIPLE SPECIES. with arcJibd NOTES: 1. ALL PLANTING BEDS SHALL HAVE A MINIMUM THREE (31 INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). 2. PLANTING MIX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEM 972-831-8181 (OR APPROVED EQUAL). 3. TREE BACKFILL TO BE 50% f 50% MIXTURE OF NATIVE SOIL TAKEN FROM TREE PIT TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181. Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to sheet COI Site Pian. TO SCALE ARBOR TEE BY DF.EPROOT (OR APPROVED EQUAL} PLACE TIE AT LOWEST CROTCH OF LOWEST BRANCH ROOTBALL- REMOVE ALL ROPES, WIRES, AND CONTAINERS PRIORTO PLANTING (IF BALL & BURLAP, REMOVE TOP 113 OF BURLAP PRIOR TO PLANTING) - 3' MULCH LAYER REF. PLANTING NOTES/ THIS SHEET - 3" HIGH WATER RETENTION BASIN - 4" DIA PVC INSPECTION TUBE CUT 1" ABOVE FINISH GRADE, CAP W/ 4" DIA. FLUSH GRATE (NDS PART #12 OR APPROVED EQUAL). EXCAVATE TREE PIT 12" AROUND EDGE OF ROOT BALL 1. A MAINTENANCE CONTRACT IS REQUIRED FOR THIS PROJECT. REFERENCE SPEC. SEC116N 92980 2. IT IS THE INTEND OF THE CONTRACT TO PROVIDE THE OWNER WITH A PROJECT SITE THAT is IN A FIRST CLASS CONDIITON AND PERFORM ALL SERVICES IN A GOOD AND WORKMAN LIKE MANNER TO THE FULL SATISFACTION OF THE OWNER AND CITY. SITE IS TO BE MAINTAINED SO AS TO BE ATTRACTIVE IN APPEARANCE. ALL PLANT MATERIALS AND LAWNS SHALL BE KEPT IN A iALTHY AND VIGOROUS CONDITION, ALL PAVEMENTS AND SURFACES SHALL BE KEPT CLEAN, AND ALL IRRIGATION SHALL BE KEPT FUNCTIONING. . PLEASE REFERENCE SPECIFICATION SECTION: 02980'LANDSCAPE MAINTENANCE" FOR MORE DETAILED INFORMATION REGARDING THE MAINTENANCE REQUIREMENTS FOR THIS PROJECT. ADDITIONAL MAINTENANCE ITEMS MAY BE REQUIRED FROM TIME TO TIME W ORDER TO MIAINTAIN THE FIRST CLASS CONDITIONS REQUIRED OF THE PREMISES. NOTE: THIS DETAIL REFERS TO ALL GROUNDCOVER, PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. . ti - SPACING PER TPLANSISCHEDULE u........ ..u...... MATERIAL PER PLANS/ SCHEDULE ROOTBALL- SET FLUSH W/ GRADE AS SHOWN T MULCH LAYER REF. PLANTING NOTESITHS SHEET PLANTING MTX TILLED WITH EXISTING SOIL TREF. SPECIFICATIONS PROTOTYPICAL GROUNDCOVER PUNTING VSECTION W OTOTYPICAL TREE PLANTING ON MATERIALS SCHEDULE SUBGRADE LAWN AREA (UNLESS OTHERWISE NOTED) FINISH GRADE NOT TO SCALE I EDGING AS SPECIFIED I AS SPECIFIED --METAL STAKE --PREPARED PLANTING BED ASSPECIFIED - NOT TO SCALE NOTES: 1. TREES LESS THAN T CALIPER TO RECIEVE TWO (2) TREE STAKES. TRE ER THAN 3' CALIPER TO RECIEVE THREE (3) TREE STAKES. CTION TUBE CAPS ANIS TREE IES PER 'S SPECIFICATIONS. 3. REF. PLAt�IG-NOTES/ THIS SHEET STEEL LANDSCAPE EDGING GREEN PAINTED 4" X 3116" AGGREGATE $'-0" LONG METAL "TEE TOPS. INSTALL POSTS SUBGRADE. DO NOT D TOP OF ROOTBALLTO! ABOVE FINISH GRADE FINISH GRADE 'S°: GREEN W/ WHITE T-0" INTO UNDISTURBED tB ROOTBALL SCARIFY EDGE OF TREE PTT NO SMOOTH OR COMPACTED D SURFACES TREE BACKFILL MIX REF. PLANTING NOTES/ THIS SHEET -COMPACTED SOILIPLANTING MIX SYMBOL DESCRIPTION COLOR FINISH REMARKS WESTERN SUNSET GRAVEL NATURAL NATURAL CONTACT CUSTOM STONE: #972243.1144 � 6" TO IB (to be verified (to be verified WWW.CUSTOMSTONE.COM (to be verified with architect prior to insteMon) with arcJibd with amNted CONTRACTOR MUST PROVIDE SAMPLE TO prior to instalo prior to install) ARCHITECT FOR APPROVAL PRIOR TO WALLRT'ION NOT TO SCALE FEB 1 2 2009 �tl�G1� landscape arch 1216 Windmill court adington, texas 76013 p 817.719.1617 f 817.719.1618 www.studioiincup.com ISSUE FOR BIDDING AND CONSTRUCTION I flaworm Lamm Cn � Q C Q ui lot _ ISI °a W o CI Rte- Z W c� c}n C.I j0 Aft, FW .~.t CSI w W ZEW Lu i J 0 I flaworm Lamm FUTURE MOB #02 67 o� r i I 60,000 SF NV 4. r I W— Vr V A 3/4* A I V4' X 31V —__r ___ — — F 3/4r 3 1 V2" 274 9/4 Z_ 3 Vr 6 t 3/r je UPGRADED TO • CONTROLLER ROL68V, vm ON SITE tW11TH BUILT41111 RAIN VERIFY LOCATION L FUTURE eo 3/4-[ V HOSPITAL V4*V4 V3• EXPANSION'% V4. ...276.,5 I V'r I WAV 31,r I F _j nth EEVE A- '21 Vr 71!2• 42 3M Vwr 41 4- SCEEW- 4" SLEEVE I I V4 S V 54 T-.ta 2- awl sN RIMM 4' 4SLEEVEI I k I ve V WATER VEM (IRRIGATION ONLY) BY Glia 4, VERIFY SIZE AND LOCATION R PER CITY CODE =tetAl S 2' BACMOW PRIEVENTE V r WILL VALVE AND r Y STRAINER PATIENT Vr BETWEEN SACROW AM METER Lot 13 ilw_ TION 217 35 278 PROPOSED —1 279 17.1 BED Block 1 3/4 2 V,1 ST. JOSEPH TOWERI CV TWORARY IRRIGATION 30* WINGED N3 4 f -al R HEADWALL REF. PLANTING PLAN PO 14 ALL LAWN ARM NOT COVrEI) FL= 273.25 15,000 SF BY IRRIGATION LE PARKI v EDI CENTER . ..... tol 0d) Vt 3/4 F: 277.00 L Z 4, I V2' I III 4 SLEEVE 3/4 FUTURE MOB #01 eq I Ii 12 4 LEEVE_ r nl DID IRRIGATION 60,000 SF ;NG PLAN FOR A& GRADE "a if, AREAS NOT COVERED V SWALE TION _ZIL.CCV 4- TO sAr I VZ1 21 2 ttt 46I 1 V2' I V4* 47 r 27 _j A A 4" L VE 3/4' 41 VE ------- L ra 0 SLEEVE j C_ L_ - 1. 'T T T T 31,r I A _A 11111`_� TEMPGRARY.!"G#1ON 42 TEMPORARY I FORARY IRRIGATION 11 TEMPOF NUN FOP. PLANTING PLAN FOR REF. PLANTING, FOR 3/4" a FOR la 1 ALL LAWN 9201W-001 REF. PLANTING I -C.LMN AP YOM, . ..... . Q� V -ALL Y TfOrS NOT 0 BY IRRIGATION FUTURE �qr. 7- mb 1�s By IFIRIGATION 0 4' SILtEVE 14" Tam 111R OVMT REP. PL 1 4. L SLEF: FO OUTPATIENT 4" SLEEVE ALL LA i Ir SL By IRRIGATION NOT 1 .41 ; C_ 0 ��i Ir .. , T M4 Z281 T �ot 9 CE TER' i�i 4" S V j PARKING USE SIDEWALK WITH TOE DOW 281 (SEE DETAIL) I ojo 4 ►� Iz�3s 4_FUTURE b; dI � I � � � I I I I ,� ^ I i. S 7 MOB I xt RB WITH TOE DOWN DETAIL) AV WE 03 3 PARKING I C14 MATCH 3/4' EXISTING GRADES SLEEVE 2- 1 1 1 1 1 03 40 4. 3/4 mgm 4N MCC RFI #019 2-19-09 55r-' L1.01, 52.01 16 In review of Irrigation n I ' � — — �.� 0 ) SEE DETAIL � zmD �. asleeves at location noted on 1 vL1.01, Michal Tincup, EXISTING Studio Tincup, confirmed 2r 47 cz air n to delete the two 4" sleeves and mainline. The DRIVEWAY CIS i T_ 1013 1 contractor needs to add I Vr 401 Vr CY electric valve for the shrub zone at left entry. Both M/M SPECIFIC LOCATION OF 3 Fr. TALL entry sides are on one zone. I BERM TO i I V2* BE nrwc rim St BY THE LA ARCHITECT DR ENGINEER tN ER Vr '5 EXISTINGm 2• t TO AVOID CONFLICT WITH 71/ 4 3�e 3/-r 3/4 3/4 1 1 1 3/4 MISTING FUTURE Vr EXISTING PARKING 7� URGENT OUTPATIENT I Vr ST NG UF?GENT A E o -ER PTKI G LO 1/r Vr EW CARE ..... CENTER LBAtt YAC INE SIZE -I --- — — . II 6L_ .-- .l !> r 3 WATER METER (IRRIGATION ONLYI B = y -c 4' LEEVE ]iT I VERIFY 0CATKffi1% . - 4' SLEEVE ENTER PARKING I — of SS -9— 2- W PFWENTER PER Q1TV CODE BY L 2' BALL V YE NO 2' Y MAINER vr, I V4' BETWEEN MOKMANU-NETER EXIST DRIVEN 284 ZSfi 287 1 ING V4' MATCH Vr 3/4,1 k—, 19 1 GRADES _j 3 A. 11 3 Not toScale. This shoat Is for detail reference only. For the proposed landscaping, please refer to shoat CO2- Site Plan. LANDSCAPE IRRIGATION PLAN a "10 NOTE: ALL IRRIGATION LAYOUT TO BEAMININIUM OF W FROM EDGE OF BUILDING LINE PER PLANS AND GEO TECHNICAL REPORT. NOTE! -- PLEASE NOTE THATTHIS SYSTEM HAS BEEN DESIGNED TO MEET THE 20119 TEXAS STATE IRRIGATION STANDARDS. THE DESIGN PRESSURE IS 62 PSL INot to Scale. I REFERENCE SHEETS: RaWence, Sheet U.02 for 1019don details and legend. ,r * STUDI axck (2\ landscape architects 1216 windmill court arlington, texas 76013 p, 817.719.1617 N4RTH f 817.719.1618 www.studiotncup.com Ascension Group Architects LLP AictOmItUre planning Interior Design 1250 E. Copeland Rd. Sub 500 Arlington, Texas 76011 tel 817.226.1917 "17.226.1919 www.asoensiongroup.b1z ISSUE FOR BIDDING AND CONSTRUCTION Cn LU CD M ..0 CD TEMP���011ll REF% FOR 0 IRRIGAI ING PLAN __ LU --1 U-1 I AWN ARE" NOT COVP 7R LU I-- Cn U.J ALL LAV 9 NOT COVERED Y M a By By IRRIGATION- CO U.1M C)-- U.J Cl CL ,� Uj Cn C:) < n-: Cn C:) C, ---------- 3/4" 31C I V4" 3/4" m 1 V4* 12 VrITT Vr 71!2• 42 3M Vwr 41 4- SCEEW- 4" SLEEVE I I V4 S V 54 T-.ta 2- awl sN RIMM 4' 4SLEEVEI I k I ve V WATER VEM (IRRIGATION ONLY) BY Glia 4, VERIFY SIZE AND LOCATION R PER CITY CODE =tetAl S 2' BACMOW PRIEVENTE V r WILL VALVE AND r Y STRAINER PATIENT Vr BETWEEN SACROW AM METER Lot 13 ilw_ TION 217 35 278 PROPOSED —1 279 17.1 BED Block 1 3/4 2 V,1 ST. JOSEPH TOWERI CV TWORARY IRRIGATION 30* WINGED N3 4 f -al R HEADWALL REF. PLANTING PLAN PO 14 ALL LAWN ARM NOT COVrEI) FL= 273.25 15,000 SF BY IRRIGATION LE PARKI v EDI CENTER . ..... tol 0d) Vt 3/4 F: 277.00 L Z 4, I V2' I III 4 SLEEVE 3/4 FUTURE MOB #01 eq I Ii 12 4 LEEVE_ r nl DID IRRIGATION 60,000 SF ;NG PLAN FOR A& GRADE "a if, AREAS NOT COVERED V SWALE TION _ZIL.CCV 4- TO sAr I VZ1 21 2 ttt 46I 1 V2' I V4* 47 r 27 _j A A 4" L VE 3/4' 41 VE ------- L ra 0 SLEEVE j C_ L_ - 1. 'T T T T 31,r I A _A 11111`_� TEMPGRARY.!"G#1ON 42 TEMPORARY I FORARY IRRIGATION 11 TEMPOF NUN FOP. PLANTING PLAN FOR REF. PLANTING, FOR 3/4" a FOR la 1 ALL LAWN 9201W-001 REF. PLANTING I -C.LMN AP YOM, . ..... . Q� V -ALL Y TfOrS NOT 0 BY IRRIGATION FUTURE �qr. 7- mb 1�s By IFIRIGATION 0 4' SILtEVE 14" Tam 111R OVMT REP. PL 1 4. L SLEF: FO OUTPATIENT 4" SLEEVE ALL LA i Ir SL By IRRIGATION NOT 1 .41 ; C_ 0 ��i Ir .. , T M4 Z281 T �ot 9 CE TER' i�i 4" S V j PARKING USE SIDEWALK WITH TOE DOW 281 (SEE DETAIL) I ojo 4 ►� Iz�3s 4_FUTURE b; dI � I � � � I I I I ,� ^ I i. S 7 MOB I xt RB WITH TOE DOWN DETAIL) AV WE 03 3 PARKING I C14 MATCH 3/4' EXISTING GRADES SLEEVE 2- 1 1 1 1 1 03 40 4. 3/4 mgm 4N MCC RFI #019 2-19-09 55r-' L1.01, 52.01 16 In review of Irrigation n I ' � — — �.� 0 ) SEE DETAIL � zmD �. asleeves at location noted on 1 vL1.01, Michal Tincup, EXISTING Studio Tincup, confirmed 2r 47 cz air n to delete the two 4" sleeves and mainline. The DRIVEWAY CIS i T_ 1013 1 contractor needs to add I Vr 401 Vr CY electric valve for the shrub zone at left entry. Both M/M SPECIFIC LOCATION OF 3 Fr. TALL entry sides are on one zone. I BERM TO i I V2* BE nrwc rim St BY THE LA ARCHITECT DR ENGINEER tN ER Vr '5 EXISTINGm 2• t TO AVOID CONFLICT WITH 71/ 4 3�e 3/-r 3/4 3/4 1 1 1 3/4 MISTING FUTURE Vr EXISTING PARKING 7� URGENT OUTPATIENT I Vr ST NG UF?GENT A E o -ER PTKI G LO 1/r Vr EW CARE ..... CENTER LBAtt YAC INE SIZE -I --- — — . II 6L_ .-- .l !> r 3 WATER METER (IRRIGATION ONLYI B = y -c 4' LEEVE ]iT I VERIFY 0CATKffi1% . - 4' SLEEVE ENTER PARKING I — of SS -9— 2- W PFWENTER PER Q1TV CODE BY L 2' BALL V YE NO 2' Y MAINER vr, I V4' BETWEEN MOKMANU-NETER EXIST DRIVEN 284 ZSfi 287 1 ING V4' MATCH Vr 3/4,1 k—, 19 1 GRADES _j 3 A. 11 3 Not toScale. This shoat Is for detail reference only. For the proposed landscaping, please refer to shoat CO2- Site Plan. LANDSCAPE IRRIGATION PLAN a "10 NOTE: ALL IRRIGATION LAYOUT TO BEAMININIUM OF W FROM EDGE OF BUILDING LINE PER PLANS AND GEO TECHNICAL REPORT. NOTE! -- PLEASE NOTE THATTHIS SYSTEM HAS BEEN DESIGNED TO MEET THE 20119 TEXAS STATE IRRIGATION STANDARDS. THE DESIGN PRESSURE IS 62 PSL INot to Scale. I REFERENCE SHEETS: RaWence, Sheet U.02 for 1019don details and legend. ,r * STUDI axck (2\ landscape architects 1216 windmill court arlington, texas 76013 p, 817.719.1617 N4RTH f 817.719.1618 www.studiotncup.com Ascension Group Architects LLP AictOmItUre planning Interior Design 1250 E. Copeland Rd. Sub 500 Arlington, Texas 76011 tel 817.226.1917 "17.226.1919 www.asoensiongroup.b1z ISSUE FOR BIDDING AND CONSTRUCTION I Reftam pl2z!f 0 9 12j5X-d,01j 2Zgh? I Sfiee1 N11: G,4'2- ls,\5-6 Cn LU CD M CD < cr LU --1 U-1 C:) LU I-- Cn U.J Cn CO U.1M C)-- U.J Cl CL ,� Uj Cn C:) < n-: Cn C:) C, I Reftam pl2z!f 0 9 12j5X-d,01j 2Zgh? I Sfiee1 N11: G,4'2- ls,\5-6 IRRIGATION LEGEND • WEATHERMATIC LX -4 POP-UP LAWN HEAD WEATHERMATIC LX 12 POP-UP SHRUB HEAD O WEATHERMATIC: TURBO ROTARY FC WEATHERMAXIC TURBO ROTARY PC WEATHERMATIC 11000 SERIES ELECTRIC VALVE A WEATHERMATIC OV76 QUICKCOIJPLER ,l CONTROLLER, SIZE AS INDICATED ISOLATION BALL VALVE LINE SIZE 4 WATER METER, SIZE AS INDICATED D.C.A., SIZE AS INDICATED PVC CLASS 200 LATERAL LINE -- -- -- PVC CLASS 200 MAINLINE -- — — PVC SCHEDULE 40 SLEEVING VALVE S12E GPM SLEEVING NOTES 1. Contractor shall lay sleeves and conduits at twenty4our (24")Iry hes below finish grade Of the tap of pavement. 2. Contractor shall extend sleeves one (11 foot beyond edge of all pavement 3. Contractor shall cap pipe ends using PVC caps. 4. At sleeves shaft be Schedule 40 PVC pipe. 3. Contractor stall furnish Owner and irrigation Contractor with an 'as -built' drawing showing all sleeve locations. IRRIGATION NOTES 1. All sprinklerequiprnentnumbars referencethe Weathematic equipment catalog unless otherwise Indicated. 2. LAWN SPRAY HEADS are LX -4 installed as perdelail shown. 3. SHRUB SPRAY HEADS are LX -12 fnstallad as pardstaii showlt 4. ELECTRIC CONTROL VALVES stall be #11000 CR Installed per detallshown. Size valves as soar► on pian. Valves shallbe hhstalled In value boxes large enough to permit manual operation, removal of solenoid andtar valve cover without any earth exwvafion. S. QUICK COUPLING VALVES stall be#CIV75 installed pardetat shown. Swing joints shall be constructed using 3W SchedWs 80 albows. Contractor shall supply owner with three(3)couplers and three (3) swivel hose ails as part offt contract. 8. AUTOMATIC CONTROLLER shall be instated at lavation shmnm. iPower (12tIV)stha9 he torsed in a junatiort tuox alter five (51ieetof controtiar focaWn by othertn . 7. All 24 vokvatve wiring Is to be OF 14 single conducim AD vrtre splices are to be permanent and watefprod. a. SLEEVES shall be installed by General Contractor. Sleeve material stall be Schedule 40. Sire as Indicated on plan. 9. Ten days prior to start of construction, Landscape or Irrigation Cordmotor shall verify static water pressure. if static pressure Is less than 65 P.S.I., do not work until notified to do see by Owner. 10 AD main fine and fatarat piping to a minimum of 12 inches of cover. Afi piping under paving shall have a minimum of 16 of enw. 11. The Irrigation Contractor shall coordinate Installation of the system with the Landscape Contractor so that all plant mate ial wig be watered In accordance with the intent of the plans and specdications. 12. The irrigation Contractor shag select the proper aha: and radius for each nozzle to Insure 100% and proper coverage ofall lawn areas and plant material. All nozzles shall ba Weatnerrnatic B Series Brass. All nozzles in paddng lot islands and planting beds shall be low angle to minimize over spray on pavement sud3cm No water will be allowed to spray on building. SPECIFIED SPRAY FINISH GRADE 1/2' X 6' POLY NI CLASS 200 PVC SX8XTPVC 1 OUTLET TEE OR POP-UP LAWN SPRAY ASSEMBLY NOT TO SCALE VALVE BOX I PEA GRAVEL REMOTE CONI 24' LONG LOC 45 DEGREE El SCHEDULE 40 MAIN LINE CAP 03 40 NOT TO TO & BODY LINE 40 .r. WITH FINISH GRADE VALVE WITH CONTROL WIRE FITTINGS BOX AND LID GRADE OUTLET SYS SYSTEM GATE VALVE EBCO MCDE! 805 DOUBLE fi 1ECK VALVE, -LINE, SIZE WASHED ROCK (1/2' 3/4` DIA.). t?EPTH PER CITY REQUIREMENT MAIUN FROM SOURCE PER CITY REQUIREMENT FINISH GRADE SMARTLINE CERTIFIED DESIGN THIS IRRIGATION DESIGN FEATURES SIDEWALK OR CURB SMARTLINE_CONTROLLER AND WEATHER MOWTOR, ROTARY {-LEAD SWING JOINT LATERAL PIPING ALL EQUIPMENT MUST BE INSTALLED AS AND NO EQUIPMENT SUBSTITUTIONS WILL �,r� ROTARY HEAP} ADDITIONAL NOTES REQUIRED BY CITY: GG N43 TO SCALE 1. THE IRRIGATION SYSTEM MUSTBE PROTECTED 'BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDii4ANCE 2384 AND THAT ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2384. the landscaping, please refer to sheet CO2- site Pian. . STUUIO h C) landscape arc Iitecls 1216 windmill court adingtonrtexas 76913 p 617.719.1617 f 817.719.1618 www.studbfincup.com om ISSUE FOR BIDDING AND CONSTRUCTION Wim: 15,gA Lt�6''- sqp QST Z Q W Cn CDIn UJ tri c C:) t.� UJ co CL LU v.� LU Ca WW Z U. WCn C cn Wim: 15,gA Lt�6''- sqp QST IRRIGATION LEGEND r WEATHERMATIC LX -4 POP-UP LAWN HEAD 0 WEATHERMATIC LX -12 POP-UP SHRUB HEAD O WEATHERMATiC TURBO ROTARY FC 41 WEATHERMATIC TURBO ROTARY PC WEATHERMATIC 11000 SERIES ELECTRIC VALVE A WEATHERMATIC QV75 QUICKCOUPLER El CONTROLLER, SIZE AS INDICATED ISOLATION BALL VALVE LINE SIZE WATER METER, SIZE AS INDICATED D.C.A., SIZE AS INDICATED PVC CLASS 200 LATERAL UNE -- -- PVC CLASS 200 MAINLINE -- -- — PVC SCHEDULE 40 SLEEVING VALVE SIZE GPM SLEEVING NOTES 1. Contractor shall lay sleeves and conduits at twenty; -four (24') inches below finish grade of the top of pavement. 2 Contractor shall extend sleeves one (11 foot beyond edge of oil - pavement. 3. Contractor shall cap pipe ends using PVC raps. 4. All sleeves shall be Schedule 40 PVC pipe. 5. Contractor shall furnish Owner and Irrigation Contractorwith an 'as-builf drawing showing all sleeve locations. IRRIGATION NOTES 1. AN sprinkierequipment numbam referance the Weathermatic equipment catalog unless otherwise Indicated. 2. LAWN SPRAY HEADS are LX -4 installed as pardstall shaven. 3. SHRUB SPRAY HEADS are LX -12 installed as pardstaii sloven. 4. ELECTRIC CONTROL VALVES shalt b9#1IWO CR Installed per detail shown. Size valves as sown on plan. Valves shell be iostaied In value boxes large enough to permit manual operation, removal of solenoid andtorvalve cover without any earth excavaton. 5. QUICK COUPLING VALVES shag be #QV713 installed pardeW shown. Swing joints shall be constructed using We Sctadu>e 80 elbows. Contractor shall supply owner with three (3) couplers and Owes (3) swivel hose alis as part of this contract. - " a. AUTOMATIC CONTROLLER shall be installed at location shown. Power (120V) scrag be located In a junction box within five (6 ieetaf controller location by othertrades. T. Ag 24 vottvatve wiring is to bs OF 14 slogte conducs)t: At wire splices are to be parmanentand waterproof. 8. SLEEVES shall be Installed by General Contractor. Sleeve material shag be Schedule 40. Size as indicated an plan. 9. Ten days prior to start of construction, Landscape or Irrigation Contractor shag verify static water pressure. If state pressure Is less than 65 P.S.I., do not work until notified to do so by Owner. 10. All main line and latetat piping to a minimum of 12 inches of cover. Ag piping under paving drag have a minimum of 18 of cover. 11. The Irrigation Contractor shall oaordnataInstallation ofthe system with the Landscape Contractor so that all plant material will be watered in accordance with the intent of the plans and speaBt�ticrts. 12. The Irrigation Contractor shag select the proper am and radkis for each nozzle to Insure 100% and proper coverage ofat lawn areas and plant material. All nozzles shall be Weathemratic B Series Brass. All nozzles In parking lot islands and plan tg beds shall be tow angle to minimize overspray on pavamentsurflac es. Nowater will be allowed to spray an btillding. SPECIFIED SPRAY FINISH GRADE 1/2" X 6" POLY N 8 BODY CLASS 200 PVC LATERAL LME S X S X T PVC SCHEDULE 40 OUTLET TEE OR ELBOW LAWN SPRAY ASSEMBLY NOT TO SCAL ELEVATION 64)-m !C CAP 40 VALVE BOX FLUSH WITH FINISH GRADE PEA GRAVEL REMOTE CONTROL VALVE WITH 24' LONG LOOT P OF CONTROL WIRE 45 DEGREE ELL SCHEDULE 44'PVC FITTINGS MAiN LINE TO TO VALVE BOX AND LID FINISH GRADE OUTLET GATE VALVE L'I FEBCO MODEL 805 DOUBLE CHECK VALVE 2E -LINE SI 1/ ' DIA.). WASHED ROCK t' - /4 2 3 A Y. DEPTH PER CiTY REQUIREMENT MAN FROM SOURCE PER CiTY REQUIREMENT MENLEEVE SMARTLINE CERTIFIED DEOIGN THIS IRRIGATION DESIGN FEATURES ALK OR CURB 7ECHNOLO UT�a.TLEASNET WEA b IIR IY HEAD .JOINT AL PIPING �� ROTARY HEAD NO3 TO SOALE 0 ALL EQUIPMENT MUST BE INSTALLED AS AND NO EQUIPMENT SUBSTITUTIONS WILL A PRESSURE VACUUM BREAKER, A REDUCED PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE FLOW DEVICE, AND INSTALLED AS PER CITY C AND THAT ALL BACKFLOW DEVICES MUST BE TESTED UPON INSTALLATION AS PER CITYOF please refer to sheet CO2- Site Plan. BY EITHER 3SURE CK BACK iANCE2394 NLLED AND INCE 2394. rSl tJLl0 n; landscapeft.0 1216 windmill hurt adington, texas 76013 p 617.719,1617 A 1=FB 12 2009 f 817.719.1618 www.studidncup.com Is ISSUE FOR. BIDDING AND CONSTRUCTION I ftfta sheet Ho: 1 "0 co Z O Q C/3 LIT rn _._.LLT _ UJ CA Ca W C) ELI 2. CL < Lid CL U.0C) ca I ftfta sheet Ho: 1 "0 GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess © 1-800-344-8377 b. Contact Dan Augsburger ® Suddenlink 595-2429 C. Contact Richard Wallace ® Verizon 821-4752 d. Contact Sam Weido ® CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractorto to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provided on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. 17. All dimensions are to the back of curb unless otherwise noted. 18. Lots 6 & 9-12 have been determined, as shown on the Preliminary Plan, to be part of a building plot and as such will be required to meet the requirements for non-residential projects exceeding 150,000 square feet. 19. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 20. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double -Check Back Flow Device, and installed as per City Ordinance 2394. 21. All Backflow devices must be installed and tested upon installation as per Ordinance 2394. p SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU i SEAL W EXPANSION JOINT MATERIAL SMGJOTH DOWEL BAR, See detail 6" 1/2" 3 / for diameter, length and spacing j (SONOBORN SL -1 OR APPROVED EQUAL) (3`4 x18 © 12 O.C. for curbs & concrete pvmt. R=3" Install per Manufacturer Specification 3/4" (1/2"x18" @ 12" O.C. for sidewalk) 1,. BACKER ROD See Pavement CENTER IN SLAB Detail FIRST POUR-IEj�SECOND POUR$ITE CEREMAR FLEXIBLE FOAM -� 6" �- 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN ry p NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE #4 Bars @ 18" O.C. CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1 FROM THE END OF THE DOWEL BAR. TYPE CURB 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE 9j SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE FOR USE WITH CONCRETE PAVEMENT OR APRON Opp GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. NOT A SEPARATE PAY ITEM Q L 3. GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED NTS LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. EXPANSION JOINT n.. t. s:, (45' MAX. SPACING UNLESS E - OTHERWISE INDICATED IN PLANS) 1/4" WIDE x 1" DEEP GROOVE �w METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL 0 W/ FORMED GROOVE (SONOBORN SL -1 SEALANT SEAL W/ EXPANSION JOINT MATERIAL EDGE ROUNDED TO OR APPROVED EQUAL) (SONOBORN SL -1 OR APPROVED EQUAL) 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT Install per Manufacture's SpecificationsLAP (SEE PAVEMENT TYPICAL Z (� Min. Depth = T/4 1/8" to 3/16" SECTIONS) O 1-1/2" for Sidewalks r^ See Pavement V ! See Pavement Detail _ F-- Detail ^ Z 1� SECOND POUR L,1J Q W LONGITUDINAL r ^ �-- REINFORCEMENT FIRST POUR V 1 (See Detail) REBAR TO BE CENTERED IN SLAB O x LONGITUDINAL JOINT w CONTRACTION JOINT UJ See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE r' r P 9 STREET CENTERLINE RAMP E- 0 C1) W d - HANDICAPPED PARKING IDENTIFICATION LOGO TO wa®�� 1, 6„ BE PAINTED ON PAVING HANDICAP SIGN 4�►� OF r�dill - (WHITE LETTERS SYMBOLS_ ` -SEE DET.- AW ,�p� ,......... ,rte:' & STRIPES ON BRIGHT �. New Concrete Existing Concrete BLUE BACKGROUND) % * : *. rd i...:............................/ 4 Bars ® 15" O.C.E.W. / JAMES T. BATENHORST # Proposed Reinforcement ...:... P 4" WIDE DIAGONAL �• See Detail Drill & Epoxy Proposed r / ?� . 93631 ••« 3500 PSI Concrete Reinforcement Into Existing x STRIPING 0 24"tl� o�•.,.�/ �p ; `��� 6 Concrete (Min. 9" Depth Drill) o o O.C. (WHITE) �a cess/.�ENS..��G� (Epoxy per TxDot 5016) I I ��� ONAL M M HANDICAP aes f • �� ~�' -�� \\ \\ \\ \\ \�\\ . \\ . �\ . \\ \\ \\ \ 24" DIAMETER SYMBOL Y , \ \ \ \ 8 Lime Stabilized Subgrade \ \ \ on April 6, 2615 4 ; (TIP.) TX Firm # F-1443 <.U 07--- a Q. o- a a STANDARD CONCRETE PAVEMENT DETAIL NTS HC SYMBOL DETAIL M ITCH ELL & " A/ PER PLAN 8' MIN « BID ALT #1: Change 6 to 8.5 and install on area with cross -hatch: • CONNECT. TO EXISTING CONCRETE DETAIL NTS 8' MIN � MORGAN, LLP shared drive and emergency drive loop only NTS T.979.260.6983 FILENAME. connect-exist-Concrete.dwg _ _ .... . 14 OcE 2004 - 2: 4 m _ . PLOTTED 0 ..:. _ -P.979.2#0.3564 P _ I _ _ _ _ _ LE.AM HC PING.dw E 5iR1 _..._ HC.; .� TR�PINIG DETo4/L l 12. No TIA is required per UDO. 13. From Areflow Report (dated 10-31-2008), Existing EDI - Building Material Type - IIB, required fire flow=2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI - Building Material Type - IIB, required fire flow=2750gpm, reduced to 1375 with 50% Sprinkler Reduction A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance Rate Map panel 48041c0310F Effective Date: April 2, 2014. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 c0325E Effective Date: May 16, 2012. PARKING REQUIREMENTS **LANDSCAPING NOTES: Existing Building = 15,000 SF Landscaping shown shall be placed in Additional Area = 1396 sf accordance with tha original landscaping plan 1 space/200 SF=16,396/200 = 82 Parking Spaces for the Existing St. Joseph EDI center, dated January 9, 2009. Existing irrigation shall be adjusted by licensed irrigation contractor. Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) PLOTTED: 30 May 2006 - 9:36 am NTS 3204 EARL RUDDER FWY S COLLEGE STATION, TX 77840 TX FIRM# F-1443 www.mitchallandmorgan.com Date H.C. PARKING Permit Set 04/06/15 L * Use for Van Accessible Handicap Signs p ® 1� v VAN I CCESSIBLE 23 Galvanized Steel ^ ems. Sign Post 2 Lbs. w 00 Per Ft. (Install Plumb) ss Note:. rx: Z 4 Signs made of 3/32" Aluminum y With Baked Enamel Reflective E Finish and Screen -Printed A 1 w 2 Bags of n Images for Durability, Colors !i/ Ac Sacrete (Min) Are Blue & White. Refer to �® Hand Tam Texas Accessibility Standards As Necessary Section 4.30 for Text Sizing. Finish GradeLen UJ V O a \ ~ QLD \/ � _ �Iq �(IIIIIDIIIIo�I \/ ° • 9° :. ° /\ ((I''I III IIIIIIIIIIIII � III IVIII Illlllll� /�� �IIIIIIIII�IIIIIIII�III III SIGN INSTALLATION NOTES: I� III 1. All signs shall be posed on 8 -foot -Ion 2-3 8" outside �IIIIIIIp i g P � 9, / IIIIII��II�I G diameter Galvanized Steel Pipe Signposts that weigh two (2) w® min mum sof linear rtood.t.0 feet These into the gond A hole placed least IIII��IIII�IIIIIII�II�II��II III IIIIIIIII III one -foot In diameter shall be dug or dulled a minimum of I) three (3) feet in depth. The signpost shall be placed vertically plumb in the center of the hole and secured with N a minimum of two (2) sacks of sockcrete. The concrete mix shall be hand tomped as necessary.i�iOjeCt N0. 2. The signs shall be installed so that the bottom of eoch sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent trovelwoy. All 1461 signposts shall be installed 24 inches from the trovelwoy. Sheet No. 3. The hardware used to attach the signs to the signposts shall be the some as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stallCO2 VAN ACCESSIBLE HANDICAP ql6��. L Sheet Title SIGN INSTALLATION DETAIL site Pian LEGEND - - Property Boundary ....................................... Setback Line - - - - - Easment ---�U--- Fire Lane -•� Water Line -�• Sanitary Sewer Line - - -� - Electrical Service Contours m CATV A FDC Cleanout Street Light aTransformers Igl Fire Hydrant Water Meter `i Sidewalk Area Drive/Pavement Area Building Area NOTE: 1. All Radius & Dimensions Shown are Measured to B/C, Unless Otherwise Noted 12. No TIA is required per UDO. 13. From Areflow Report (dated 10-31-2008), Existing EDI - Building Material Type - IIB, required fire flow=2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI - Building Material Type - IIB, required fire flow=2750gpm, reduced to 1375 with 50% Sprinkler Reduction A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance Rate Map panel 48041c0310F Effective Date: April 2, 2014. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 c0325E Effective Date: May 16, 2012. PARKING REQUIREMENTS **LANDSCAPING NOTES: Existing Building = 15,000 SF Landscaping shown shall be placed in Additional Area = 1396 sf accordance with tha original landscaping plan 1 space/200 SF=16,396/200 = 82 Parking Spaces for the Existing St. Joseph EDI center, dated January 9, 2009. Existing irrigation shall be adjusted by licensed irrigation contractor. Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) PLOTTED: 30 May 2006 - 9:36 am NTS 3204 EARL RUDDER FWY S COLLEGE STATION, TX 77840 TX FIRM# F-1443 www.mitchallandmorgan.com Date H.C. PARKING Permit Set 04/06/15 L * Use for Van Accessible Handicap Signs p ® 1� v VAN I CCESSIBLE 23 Galvanized Steel ^ ems. Sign Post 2 Lbs. w 00 Per Ft. (Install Plumb) ss Note:. rx: Z 4 Signs made of 3/32" Aluminum y With Baked Enamel Reflective E Finish and Screen -Printed A 1 w 2 Bags of n Images for Durability, Colors !i/ Ac Sacrete (Min) Are Blue & White. Refer to �® Hand Tam Texas Accessibility Standards As Necessary Section 4.30 for Text Sizing. Finish GradeLen UJ V O a \ ~ QLD \/ � _ �Iq �(IIIIIDIIIIo�I \/ ° • 9° :. ° /\ ((I''I III IIIIIIIIIIIII � III IVIII Illlllll� /�� �IIIIIIIII�IIIIIIII�III III SIGN INSTALLATION NOTES: I� III 1. All signs shall be posed on 8 -foot -Ion 2-3 8" outside �IIIIIIIp i g P � 9, / IIIIII��II�I G diameter Galvanized Steel Pipe Signposts that weigh two (2) w® min mum sof linear rtood.t.0 feet These into the gond A hole placed least IIII��IIII�IIIIIII�II�II��II III IIIIIIIII III one -foot In diameter shall be dug or dulled a minimum of I) three (3) feet in depth. The signpost shall be placed vertically plumb in the center of the hole and secured with N a minimum of two (2) sacks of sockcrete. The concrete mix shall be hand tomped as necessary.i�iOjeCt N0. 2. The signs shall be installed so that the bottom of eoch sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent trovelwoy. All 1461 signposts shall be installed 24 inches from the trovelwoy. Sheet No. 3. The hardware used to attach the signs to the signposts shall be the some as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stallCO2 VAN ACCESSIBLE HANDICAP ql6��. L Sheet Title SIGN INSTALLATION DETAIL site Pian 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 c. Contact Richard Wallace @ Verizon 821-4752 d. Contact Sam Weido @ CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 CINDER BLOCK FILTER FABRIC NOT TO COVER f. Contact Luis Cisneros @Atmos Gas (Gas) 229-4627 , . ox DRAIN INLET 2. THIS PLAN IS A GENERAL GUIDELINE FOR THE DEMOLITION REQUIRED FOR THIS PROJECT. THE BID ITEM "DEMOLITION" ISA LUMP SUM ITEM INTENDED TO COVERALL DEMOLITION REQUIRED FOR SAND BAG THIS PROJECT REGARDLESS OF THE SPECIFIC MENTION OF THE ITEM(S) ON THIS SHEET. ®'®®' FILTER SAND BAG ... 3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL ITEMS DEMOLISHED WITH THIS WORK.FABRIC HAY BALES- �;� � _ 4. WHERE IMPERVIOUS COVER IS REMOVED, THE AREA SHALL BE GRADED TO DRAIN. NO PONDING OR STANDING WATER WILL BE ACCEPTABLE AT THE COMPLETION OF DEMOLITION. ROCK SIZE 3/4. TO 1-1/2" w 5. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND AND BELOW GROUND. UTILITIES DURING DEMOLITION. METAL T -Posy 6. SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL ASSURE THAT THE SITE IS IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AT ALLTIMES. NOTE: AS REO•D. TO MAINTAIN. 7. THE CONTRACTOR SHALL WORK WITH ALL UTILITY COMPANIES TO PROPERLY DISCONNECT ALL SERVICES TO THE BUILDING. ALL SERVICE LINES SHALL BE CAPPED OR PLUGGED AT THE MAIN TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. UNLESS OTHERWISE SHOWN ON PLANS. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. 8 ALL SOIL EXPOSED BY CONSTRUCTION SHALL BE HYDROMULCHED UNLESS WORK ON SITE IMPROVEMENTS CONTINUE W, sCE s/ cltics i,. 'Y on April 6, 2615 TX Firm # F-1443 /o0QLM0Li KAITCH ELL Z SWPP1-0 I x—x-x—x x—x_ x_x_x_x_x_ MORGAN LLP ------------ � � T.979.260.6963 I X���x � F.979.260.3564 3204 EARL RUDDER FWY S x COLLEGE STATION, TX 77840 k •, ��/6 TX FIRM# F-1443:.. j COM: flm LANE FIRE LAFIRE LANE s FIRE 4 €E P FIRE rFIRE LANE FIRE LAE FIE IFIRE AN FIE AC tP rn.S ORM DRAIN fthlld A ` PAVEMENT INLET PROTECTION �u / 4 ' SWPP1-00 STORM DRAIN pate r _Y INLET PROTECTION ry' i saw CUT�SWPP1-00 Permit Set 04/06/15 , x PAVEMENT i k :................: ..: .......• 1 �1i33'1V1 3N.� 3N"32€13 3l8V1 s11€ 3NV1 31133 sNV1 3U).43NV E 3€A 3NV1 32€!3 3NV7d k EXISTING FDC TO BE ABANDONED X AND I REMOVE M E II x 4-W >C b • EXISTING WA —� yr ....,a .. .. TERLINES TO BE � / :.. •.. ABANDONED.WATERLINES \� / +: •. °....: SHALL BE REMOVED AS NEEDED. m Ca o. CC P' G / - _ .� 9` ..+�em.,v:.,.ra,y :. .. g-..i�i�. axa:�.r�s,. •ru�xa u.:xmw.rr, I. • W. car 2.w WL c. tvL -x h7 27'RC .. �C R d ®4 , v • i I M. LANE FIRE LANE FIRE LAriE FIRE IE a FIRE LANE FIRE LANE FIRE LAM RE; LANE 0 � cur ::. PAVEMENT / ? EXISTING WATERLINES H - � REMAIN. .4•`p� nIpm 1I � �� • ! a Vi € V 131113 xNV 1 3}9€3 Mid6 ai 3NV1 b13 � N 3bI� � 3NV1 32€13 3NV1 3813 sNV1 3813 CNV 13813 3NV1 32€13 3NV1 3HIJ 3NV1 32113 3NV1 uw 3N 38 3 . 3 Lm EXISTING, / m W g,�'D1Zi Fp . W 2 -4" -PVC -EC STE JOSEPH NqI p(�hllil� III �Et inch =c 2015 000 SF feet�l IIIIIII) I�I II- I I �I� : Iiu1) it 111111 LEGEND EDI CENTERIIIA III I 1111111 O ®CONCRETE SIDEWALK TO BE REMOVED IIIIIII) IIIIIII o BUILDING TO BE REMOVED IIIIII��I)II�IIIIIIIII�I)IIII Illl�l�(II� IIIIIII -III CONCRETE PARKING LOT TO BE REMOVED CONCRETE CURB TOLBE REMOVED -X-x- SILT FENCE Project No. 1461 Sheet No. O -PVC 6 -PVC l3 -PVC- 6 -PVC VC 6 -PVC C01 - - - 1y - - - �4 Io I o Sheet Title i Demolition & ErosJl Control Plano �'' SWPP1-00 w 9. CONTRACTOR SHALL ENSURE THAT NO DIRT FROM THE PROJECT ACCUMULATES IN THE EXISTING STREETS. IF DIRT OR DEBRIS FROM THE PROJECT SITE ACCUMULATES ON ADJACENT STREETS, THE 2"X4" WIRE MESH CONTRACTOR SHALL IMMEDIATELY CLEAN THOSE AREAS. *MINIMUM 12• SHALL BE FULL FASTENED TO T=POST GENERAL NOTES: 10. CONTRACTOR SHALL PLACE EROSION CONTROL PROTECTION AT APPROPRIATE DOWNSTREAM LOCATIONS TO MINIMIZE SILT AND DEBRIS FROM LEAVING THE CONSTRUCTION SITE AND ENTERING WIDTH OF SITE ENTRANCE SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER THE DRAINAGE SYSTEM. 6" MIN. DEPTH STONE �kVARIES (ASTM D448, 3" TO 0• / METAL T—POST FASTENED SECURELY TO T—POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS: 11. ONCE VEGETATION IS WELL ESTABLISHED THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES (I.E. SILT FENCE, ROCK CHECK DAMS, ETC.) 5" DIAMETER) OVER • r0 j0 50 AS REO'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS 12. STORM WATER STRUCTURAL CONTROLS SHALL BE INSTALLED AS SOON AS PRACTICAL AND MAINTAINED IN GOOD WORKING ORDER UNTIL THE SITE IS STABILIZED. GEOTEXTILE FABRIC ----- WITH SAME SQUARE �oUt _ SPACED 6' APART WITH COMPACTED BACK FILL SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. O j _3. THE CONTRACTOR SHALL COMPLY WITH THE TCEQ STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR COMPLETING AND FILING THE APPROPRIATE FORMS. FOOTAGE. A SILT FENCE AND/OR BE ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL MUST FOLLOW TMUTCD AND BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THIS IS NOT A HAY BALES To USED IN AREAS E ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE Z SEPARATE PAY ITEM. �` �--- EXISTING STREET DRAINAGE FLOW. NATURAL GROUND FLOW DIREC-nON of VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. O 15. `I -HE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ELECTRICAL AND WATER AS NEEDED FOR DEMOLITION.v STONE Is To BE MAINTAINED t,, 4•. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED of SILT AFTER EERY RAIN. r� � • 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH UTILITY COMPANIES AND OWNER TO PROVIDE MINIMAL INTERRUPTION AND NorE: 6 MIN. DRESS WITH ADDITIONAL II C^ _T7 INCONVENIENCE OF UTILITY SERVICES. I STONE AS NEEDED. 4"X4" MIN. TRENCH 4'l� z 17. ;ALL PAVEMENT EDGES BOUNDING THE CONSTRUCTION AREA MATCHING EXISTING SURFACE AND PROPOSED CONSTRUCTION SHALL BE SAW CUT. / 50 AS TO PREVENT CONSTRUCTION TRAFFIC 2 W < W 18. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. j GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. V) 19. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FOR DEMOLITION ACTIVITIES. SILT FENCE ASSEMBLY Q 20. THE CONTRACTOR SHALL TAKE ANY PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE TO REMAIN IN PLACE. SECTION A— A� suecRAOE SWPP1-03 - O XLl..l 21. AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL OR WATER. THE AREA SHALL BE MANUALLY COMPACTED AND REPLACED WITH SIMILAR CONSTRUCTION EXIT SILT CONTROL W V) L�..1 MATERIALS PRIOR TO NEW CONSTRUCTION PLACEMENT. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL SWP P 1 — 02 - -u MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WINDBLOWN LITTER FROM THE PROJECT SITE. - 23. DEMOLITION AND CONSTRUCTION WASTE SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION AND CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES AND/OR MATERIAL DUMPSTER SHALL BE SUPPLIED BY THE CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 24. ALL TREE STUMPS SHALL BE GROUND TO MINIMUM OF 12" BELOW GRADE..: �E OF lFdlt r9 t� �p O ,t ....`. JAMES T. BATENHORST ...................... /r �'•. 93631 j W, sCE s/ cltics i,. 'Y on April 6, 2615 TX Firm # F-1443 /o0QLM0Li KAITCH ELL Z SWPP1-0 I x—x-x—x x—x_ x_x_x_x_x_ MORGAN LLP ------------ � � T.979.260.6963 I X���x � F.979.260.3564 3204 EARL RUDDER FWY S x COLLEGE STATION, TX 77840 k •, ��/6 TX FIRM# F-1443:.. j COM: flm LANE FIRE LAFIRE LANE s FIRE 4 €E P FIRE rFIRE LANE FIRE LAE FIE IFIRE AN FIE AC tP rn.S ORM DRAIN fthlld A ` PAVEMENT INLET PROTECTION �u / 4 ' SWPP1-00 STORM DRAIN pate r _Y INLET PROTECTION ry' i saw CUT�SWPP1-00 Permit Set 04/06/15 , x PAVEMENT i k :................: ..: .......• 1 �1i33'1V1 3N.� 3N"32€13 3l8V1 s11€ 3NV1 31133 sNV1 3U).43NV E 3€A 3NV1 32€!3 3NV7d k EXISTING FDC TO BE ABANDONED X AND I REMOVE M E II x 4-W >C b • EXISTING WA —� yr ....,a .. .. TERLINES TO BE � / :.. •.. ABANDONED.WATERLINES \� / +: •. °....: SHALL BE REMOVED AS NEEDED. m Ca o. CC P' G / - _ .� 9` ..+�em.,v:.,.ra,y :. .. g-..i�i�. axa:�.r�s,. •ru�xa u.:xmw.rr, I. • W. car 2.w WL c. tvL -x h7 27'RC .. �C R d ®4 , v • i I M. LANE FIRE LANE FIRE LAriE FIRE IE a FIRE LANE FIRE LANE FIRE LAM RE; LANE 0 � cur ::. PAVEMENT / ? EXISTING WATERLINES H - � REMAIN. .4•`p� nIpm 1I � �� • ! a Vi € V 131113 xNV 1 3}9€3 Mid6 ai 3NV1 b13 � N 3bI� � 3NV1 32€13 3NV1 3813 sNV1 3813 CNV 13813 3NV1 32€13 3NV1 3HIJ 3NV1 32113 3NV1 uw 3N 38 3 . 3 Lm EXISTING, / m W g,�'D1Zi Fp . W 2 -4" -PVC -EC STE JOSEPH NqI p(�hllil� III �Et inch =c 2015 000 SF feet�l IIIIIII) I�I II- I I �I� : Iiu1) it 111111 LEGEND EDI CENTERIIIA III I 1111111 O ®CONCRETE SIDEWALK TO BE REMOVED IIIIIII) IIIIIII o BUILDING TO BE REMOVED IIIIII��I)II�IIIIIIIII�I)IIII Illl�l�(II� IIIIIII -III CONCRETE PARKING LOT TO BE REMOVED CONCRETE CURB TOLBE REMOVED -X-x- SILT FENCE Project No. 1461 Sheet No. O -PVC 6 -PVC l3 -PVC- 6 -PVC VC 6 -PVC C01 - - - 1y - - - �4 Io I o Sheet Title i Demolition & ErosJl Control Plano �'' I SMOOTH DOWEL BAR, See detail SEAL W/ EXPANSION JOINT MATERIAL for" diameter, length and spacing ti i. L) LS I G 3 GENERAL CONSTRUCTION NOTES: (SONOBORN SL -1 OR APPROVED EQUAL) (3,4"x18 @ 12" O.C. for curbs & concrete pvmt. R=3" 1. It shall be the responsibility of the Contractor to verify the exact locatigh of ALL existing underground Install per Manufacturer Specification 3/4" (1/2"x18" @ 12 O.C. for sidewalk) utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 1" '-onstr: Type > 48 hours in advance of any excavation. BACKER ROD 3 SF Bid. Size SF �4 a. Contact Dig Tess @ 1-800-344-8377 See Pavement I _TCENTER IN SLAB g Detailb �k b. Contact Dan Augsburger @ Suddenlink 595-2429 FIRST POUR SECOND POUR NO. StOrIeS 4 ya 1: SITE C. Contact Richard Wallace @ Verizon 821-4752 Sprinkled �%� Y CEREMAR FLEXIBLE FOAM -� 6" �- 3" LONG METAL OR PLASTIC o • • • • p d. Contact Sam Weida @ CSU (ELectrical) 764-6255 EXPANSION JOINT FILLERCAP WITH INSIDE DIAMETER } F� e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 OR APPROVED EQUAL TO BE 1/16" GREATER THAN NO. FHS (LOCationS)' ' 4 O' _ r f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 ( NOTE: ) DIAMETER OF DOWEL BAR P� #4 Bars @ 18 D.C. 1. CAP MUST BE LONG ENOUGH To COVER 2" OF THE DOWEL WITH ONE Required Flow 1� 3•�S. i ��J 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF CURB R70. Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and THE CAP AT LEAST 1 FROM THE END OF THE DOWEL BAR. TY P E 3 C V R U f �fF Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE FOR USE WITH CONCRETE PAVEMENT OR APRON O City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. NOT A SEPARATE PAY ITEM ��� 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written 3. GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED NTS Q approval from the City Engineer for any substitution prior to Construction. Requests for changes should LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. include product information and an engineers seal where applicable. The contractor shall be financially INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. responsible for the engineer's time spent reviewing changes and redesigning based on contractors n. t. s. o.� requests. EXPANSION JOINTff 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart (45' MAX. SPACING UNLESS P and all federal, state and local regulations. OTHERWISE INDICATED IN PLANS) 1/4" WIDE x 1" DEEP GROOVE 5. TRENCHING AND BACKFILLING: All trenchingand backfilling shall conform to the specifications set out SEAL W JOINT MATERIAL REQUIRE 9 P METAL KEYWAY PLATE / herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these W/ FORMED GROOVE (SONOBORN SL -1 SEALANT 0 00 ❑ .a. ' V) standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural (SONOBORN SL -1 OR APPROVED EQUAL) 1/4SEAL W/ EXPANSION JOINT MATERIAL EDGE ROUNDED TO OR APPROVED EQUAL)' RADIUS 15" MIN. areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and LAP (SEE PAVEMENT TYPICAL parking areas. Install per Manufacture's Specifications 1/8" to 3/16°')(LATERAL REINFORCEMENT I' Min. Depth = T/4 SECTIONS) ®,�'2 j « O 6. it is the responsibility of the contractor to comply with all State and Federal Regulations regarding /2" for Sidewalks ,� 3 Z 1-1 i" construction activities near energized overhead power lines. Additionally, the contractor shall coordinate See Pavemen +4 ) / �I all proposed work and procedures with the City of C.S. Electrical Division. See Pavement . Detail Z v J�= 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item Detail ® OT' REQUIRE Z in which it is used. All materials and. equipment shall be both furnished and installed unless otherwise SECOND POUR W < W Rioted. LONGITUDINAL 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR v , 9. All soil exposed by construction shall receive cellulose fibermulch seeding. (See Detail) REBAR TO BE CENTERED IN SLAB CD X 10. Trenches may be left open overnight if properly barricaded. LONGITUDINAL I TU D I N A� JOINT 0 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any .other Public or PrivateLLJ CONTRACTION JOINT �`w Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE construction of Sewer Line, Force Main, etc. - STREET CENTERLINE RAMP �- Q 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the V location of existing facilities, if necessary. J w HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item. IDENTIFICATION LOGO TO 0®®et 14. Temporary spoil areas will be identified on site by owner. • • HANDICAP SIGN `E OF 1 6' BE PAINTED ON PAVING 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not (WHITE LETTERS SYMBOLS SEE DET.- Wp�.,,,.....,,,•F,h��+ & STRIPES ON BRIGHT 9� to be visible from any public right-of-way or residential district within 150 of the subject lot, New Concrete Existing Concrete . / * :' •'. BLUE BACKGROUND) / * ; measured from a point five feet above grade. Such screening shall be coordinated with the building �. ,. • , .•• .• ..... architecture and scale to maintain a unified appearance. 4 Bars @ 15" O.C. E.W. / JAMES T BATENHORST / 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development # Proposed Reinforcement % .0 1 a P 4 WIDE DIAGONAL See Detail Epoxy Proposed / ., . Ordinance. The light source shall not project below an opaque housing and no fixture shall directly Reinforcement Into Existing STRIPING @ 24 , o� • ` 93631 0 • �r f6"* 3500 PSI Concrete 9 CEN E project light horizontally. Fixtures will be mounted in such a manner that the projected cone of lightConcrete (Min. 9' Depth Drill) o o O.C. (WHITE) �� F`s'••.,,S,.••�GAW does not cross any property line. (Epoxy per TxDot 5016) ^I Ak S'/ONAL 17. All dimensions are to the back of curb unless otherwise noted. ' HANDICAP-- .\\.�\.\\\\ q 18. Lots 6 & 9-12 have been determined, as shown on the Preliminary Plan, to be part of a building \ \ \ \ \ \ " \ \ \ \ 24" DIAMETE SYMBOL J \ \ \ \ 8 Lime Stabilized Subgrade. \ \ \ " on A Apr 6, 2615 clot and as such will be required to meet the requirements for non-residential projects exceed / / / / / / / / - •.Q a ° " q q P J in9//\//\//\//\//. \�/, \�/. \�/\�/. \�/, \//\//\/�\ 4 a . ( P.) TX Fi m F-1443 150,000 square feet. 2 -9 19. 100% coverage of groundcover, decorative paving, decorative rock (not loose), ora perennial gross is Q 3'-8 required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and STANDARD CONCRETE PAVEMENT DETAIL k CH Q� adjacent property disturbed during construction. NTS HC SYMBOL DG /.lL /� MITCHELL U[ 20. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle'- Back /'+ A'/�' c�/ �+ A,/•+ , Flow Device, or a Double -Check Back Flow Device, and installed as per City Ordinance 2394. • BID ALT #1: Change 6" to 8.5" and install on area with cross -hatch: CONNECT' TO G^IJT/N CONCRETE DETAIL NTS 8 MIN I PER PLAN WE 8' MIN MORGAN, LLP 21. All Backflow devices must be installed and tested Ordinance 2394. per on u installation as shared drive and emergency drive loop only NTS P P FILENAME: connect-exist-Conmete.dwg 1 .979.260.e3 77 PLOI IED: 14 Oct 2004 - 2:04 pm FILENAME HC HC 7'9)1 r PI NG D All F.979.260.3V4 SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU 12 N TIA ' ' d UDO o is require per 13. From Fireflow Report (dated 10-31-2008), Existing EDI , - Building Material Type - IIB, required fire flow=2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI - Building Material Type - IIB, required fire flow=2750gpm, reduced to 1375 with 50% Sprinkler Reduction A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance Rate Map panel 48041 c0310F Effective Date: April 2, 2014. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 c0325E Effective Date: May 16, 2012. **LANDSCAPING NOTES: PARKING REQUIREMENTS Landscaping shown shall be placed in Existing Building = 15,000 SF accordance with the original landscaping Ian Additional Area = 1396 sf g P g P 1 space/200 SF=16,396/200 = 82 Parking Spaces for the Existing St. Joseph EDI center, dated January 9, 2009. Existing irrigation shall be adjusted by licensed irrigation contractor. Existing Parking Provided 82 Parking Spaces (8 Handicap Parking Spaces Included) 7 W PLorrm 30 May 2008 - 9:36 am nlTs 3204 EARL RUDDER FWY S COLLEGE STATION, TX 77 TX FIRM# F-1443 www.m itchel landmoman.com Data H.C. PARKING Permit Set 04/06/15 it * Use for Van Accessible Handicap 40 '0 Signs v FVAi CCESSIBLE Galvanized Steel w Sign Post 2 Lbs. X +�+ Per Ft. (Install ! Plumb) .� Itt Note: 2 ice Signs made of 3/32" Aluminum With Baked Enamel Reflective CO2 E Finish and Screen -Printed Igo 2 Bas of Images for Durability Colors Sacrete g(Min) Are Blue & White. Refer to *5 Hand Tam Texas Accessibility Standards �® J As Necessary Section 4.30 for Text Sizing. Finish Grade Lm 2 UJ z °°Iii (���Illllllilllml '` d /\ _ III' VIII) VIII III - a / � I�Iglii III IIIIIIII� 6„ i, /\/ II�IIIIIII�IIIIIILM tz" I (I I, SIGN INSTALLATION NOTES: I I II (VIII 1. All signs shall be posted on 8 -foot -long, 2-3/8 outside (I�IIIIIII�I�i 0 diameter Galvanized Steel Pipe Signposts that weigh two (2) •® pounds per linear foot. These signposts shall be placed a I' one -foot odiamete f 3.Of shall be9 minimum 2.5 to into, du thor drriilled a m nile at mum ofast(III�I�IIIIII�IIIIIIDIIIIIIIIIIIIIII�IIIII IDIIII (I LA�� three (3) feet in depth. L The signpost shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) sacks of sockcrete. The concrete mix shall be hand tamped as necessary. 2. The signs shall be installed so that the bottom of each sign Project NO. shall be at least 60 �nches, per TAS, above the ground at they base of the signpost or above on adjacent trovelway. All 1 4�61 signposts shall be installed 24 inches from the travelwoy. Sheet No. 3. The hardware used to attach the signs to the signposts shall �. be the same as that currently used by the city. 4. Signs shall be positioned facing perpendiculor to the parking stallC 0 22% VAN ACCESSIBLE HANDICAP sheet Title 1 SIGN INSTALLATION - DEI"AIL,tA plan LLJ CO r^ nn L..L._ W Q' WFit V OX 1Q- W to r c- U) W d" / - ./ BATENHORST S — �.... ........ 93631./ / / •afl�10NA!;G ��'�` L l I t on March 12, 2015 TX Firm # F-1443 / .---'- j B/C=276:74 � / l� B7 --� 5 ti IVi ITCH ELL � MORGAN, LLP / A'� T.979.260.6963 / ��k f`1 inch F.979.1260.3564 feet's F.979260.3564 3204 EARL RUDDER FWY S 1.00 COLLEGE STATION, TX 7784Q / TX FIRM# F-1443 o i0N� www.mbhellandmorganxom / B/C— 6.64 _ / o o Date B/Cr276.69 0 Permit Set 03/12/1;5 FIRE LANE P FIRF LANE F€RE LANE - . FIRE LANE FIRE LAKE FIRE LANE rlffE LANE SIRE LANE F€RE LANE � FIRE LANE FI E LANE ' : FIRE LANE a F€RE LANE F€RE LANE N/ 4. T P=275.81 I ' N T P=275.79 ea I / .• \ \ 3NVt 343€3 : v 3t1i r 3a1 xN 132ii3 tdV1 343€3 3NV'"i BUTT 3HVi 3NU :. 3t4V`€ 3�€J 3NVJ 3UIi : 3NY'€.3Li3 : 3NV•t 3L'I.��',,; -ids` B 26.69 PROP HC CA Z y PROP HC .� \ LL C=2 `6.64 RAMP RAMP , ,•AR jy/ ' B/C=276.20 ff^�., W -CD 11C - O " B C=276.68 � � � "= " � `�—� nr a m IlRcp T P 276.06 -�Lu k., ..,. / B C 76.49 . _.• ,_ x. _.. z_,. _..... \\ �_ HC PARKING S IGN ..... ". . . ............: .. .::.. .. .,...•. ._ . ti ,:......y.. .. _... ._ a Y. <,.... _ -. .._. _ tat P \ 1.007. '.... ... _..W p :....... .:. ..._.. ......_,..>........ .. ....,.... .... .4 .. a _. _. I , _ _ _ •.: ,, 4 LOCATION 1.lJ E /O L I•-.- W :-.!D 1! , ... i..:. ... �.: .<, ``, f Y \ \ _ _ 21 11 B/C 276.33. � oo !— r- :: T SW _ I z mi dpi I D , . • : ' 11 R . D .4 _ C ,� s..s., Wim.-. _.�< \• I — D B 27 6.77 _ .� D ..L.. ..^F S. �- aiV�- -�, � f�• idt \ 1" (IIID I I II xA i _y i a r �r kL y�. I x 'd i "t 9 ari izt k z c. a -21 2LM w a ,,� ,.� 2�� � •� $ , , �}. ,�, .(.'�..—T/P=275.96 I 1 T P 275.53 �\ \ -k ., _.¢ •. _ - ... ,._ :.' .., .. .fit. ..�, .��" \ t 1 11 \\ \W=276.76� .,: y ..... T Sk < II Z3 IC --=2-71 2%y. 0 e I 4 D i I h 1 ' I10111� f ,w r T S 7 ' .rs _ W 2 6 9 2 a e D � FL � / 275.97 D ,. ...._ .. ... .. i:.... .�, .. ». _.. .. ., .. I .. a .- _ � ._.,.._._,. .,. ..,.:-.,. ,.yam. .•.,�, :. ,..r <. : � � .D e FL 2.6.60 �.. ,. — _ s' ,- . <PA s $" ,a. ems.», „,, .e .s i d V D / — .: .:,�� ... _. ,. .....P .. -: : h "t -.. " ,�r O �., � .S� L : C e I�III III '. o `T ..�: X7.6, 9 �- � 1 .,t I FL 275.67 4 .._.. PROP S � ,» , , > : ,, W ALE fl . . , . s , . < . < , `�` ,� • ter, z d .k C , .x p('''' IP 6 WL I I B -WL 1 GRADE TO DRAIN II FL=276.85 IIIIII c 4IIII .: ❑ _ I� T — 7 . 2 5 5 2 II D 3h , z S: r 3 8 il D 1 1 0 a > Ck I��i� D , _ D , 11 IIIIII�IIIII�IIIIIIIIIII�IIfI�� (II� (IIIIIII) -- — — � e. �•� 27 11 I1 $�. �' � i T/ =275.33 0.91%Project No. 1461 LAf, FIRE LANE Fins. LaA?c x > - FIRE LANE s,- FIRE LA4€E _ FIRE LANE .. F'� F. L.Atdi f r`� R LANE , FIRE -LANE � F€RE LANE FIRE LANE E i Sheet No. T P=275.41 4••� \774 Shoot Title Grading Plan j � _ li - I �N EA SHALL �XTEND ,,!! i f I A •fl�� NY GRA oSSc1 D I. FUTURE I E {�-F' f OSED ITCH ANS HEA LL —I ' CNSTR a .ION. MOB ##0 ? X0,000 SF f { .4, Q I I ( I I _j •'+`JLA , eD VIP I 1 I f .. t I — LIMIT OF LAWN LIMIT OF LAWN \ A g I -r• , t• •I 'f t •I .1 r 'I • zS '8 1• II �' I i' 'r • '7 1 f .. ''1::AilUN Y{ � z 4 y+' Z •3 r r ry 7 l I 2 'I r F E •o L •s. i s ( 2 a '2 r' t• X. 010000 T. 0 27 P • i'r ((Sy] t• 9 I, 'r 2 � q 0 o Tj 4 G X. q{• ' S5 O •.27&•• .W `G7 J. Q n: � • r •277 • • Z -"u 6 a .r.F_:. •:..a_ �*i•-----'•-•". •,•-'•• "rte .,a ffi7 ' 'r - �:. ILE _.. 'mrm�r .��tr:��• t�:�:a•>n�l� N I ( •u��%i' 6« 5000 n-e71R4�� t.�'r]K�. l�•1i, tx' '•R . M.. r 3 �5!(' '� • I ( — AZA• 4, �• � i .4 �' rr, 3 Y •_.W • .,ice•:_ ••t m�e - - � f�'• l• •:��- 1 • i 1h •t 'r' '.rnssv' '✓mlyr_,Turd1 9e^b �ttd "� � %7. /G �. IR•: F' / rs.-„�:•r.�•,y,2.. sL"f•S :s:14'i �:6 •tV . {• r • a i •! •'t', is `'I. . -alp■pp� , 1 A ••4 V gt. FlJ _ i.: t : ^LQ'• F I I r'. ( �s•' . r. •J' :9 t •'T 'sae.ti • 99 HOSPITAL r r fyn: • fl•' 4glF I r •S "Y f•� i `•' . 1• i a - - r so • r. r ' r "�.� i' :•w �,••-lY:•...«'. r sy "k X71 '�' �• '. y�"rat: i1 • t t F �- m,MwLv4 • 1 '•F r o f g Rr ` ,it u �.�.'. EXPANSION-."';,- pt ita`t�,, .:ip..t•�.k�c °e'7..t.«, L"•'•'a': .: :r k G-x1'�' t`,,: y$ ,r,,'• -i •6• a - ? •.7•�.,_�.,, . 7 .r` rt,A , ,:::' :G. , '3. •° t aP i ...:. .^:C,ADaN `p J(` , •'moi • 4. •• • �• M.Y%�yy(�!,�. \,. {y, I� •,.. 'volas 'E.r ma:rrx,}� `iv,trG AM iq. .p', 'i:n'v': - moo' � f ''• ,s '� v. .m ''git°y i151�>tsa'r•�n "-3,i,�'�'' ice°^`•' • r � £� t Y. ' �� �•.. ;j;;.: F:: - '�'. >� pp � • 'L's 6` �, Ooh � ,., •• •ms�.`fittt�,rw�a,;nu.7lYsi \� .� r. �j� _� • - r, ,,�r meg. est ,mare,.FUP?;..-4a:'tr';'1;i LnEr rncrmxyKic' ,,,,•j.••,,, •"`";`s;."'ft"w' - - - . • I z .J •+:SQL kwi h � ® o #T z �"^» " ^h�' tv y tV I 1". FUTURE i Ov r ' I#� S�m I 22 `� F t IBd cava nY "�S3 J>1^]5Yi 231 ai . ?S3 mv�S,ti al'L9 YtYti aii` �K55 i. fl�mat'3{� uwcwlr4 �3Sr Sav a Sy _ L- 'f '� L,• �® x. r,.actwye'a>aK- }3r�Wn^i!-di �k ;acarosvav,muvms rs+ @ r-�a"'d'S t,..4.— J ;. ' PATIENT 2� {{ r ` ti , 277 278. ,�_ -•� �.,, Y W `t - a r^PROPOSED SSU Lot 13i .oa ' •LE' A n f W , 7_ . , I- N 2 80 •1 ti X 'i FOR I o 1 ST. JOSEPH�� a B — J • N t7 i :u I X _ _ RIDDING AND NCi D �t S .. •'to W! :N. N l• TOWER t W ( N .I r V A J ' t5 , Vf 4 I i •Ej V sr , r 73. ��' CONSTRUCTION p �I r y1 , r k'r f • Y 7 a 1 ' P s LIl Y t �•A_- 15,000 j 1 i 1_ _ --- _ _ OF LAWN � :_ I '��. Q .I� it �-► LIMIT OF LAWN,« ; j I UNDISTURBED AREA,' in ':''fi FF- 277.00 t :�FUTURE MOB #01 �l�• { approx. 55,403 s•f. (PHASE TWO} - — 60,000 Imo— a •�ai�• red' i ; C�4 AW r .. �, o _ .'+rj In' tr s•,i, 'S '6. r. _ - i !$ _ �,:r..T. _ e4 _-• .yea ^'J �'� ' "7 t— .�3.•`at•/;'o � tj%w. , . A 1:i 4 {j "eii,: acGy, q< fti:s s 4 �y gg.2 V d ( f ew .t- 1 •i. r 0,p ., F• r. ;�.. u N- F r e D15jURBED AREA - .., :.::. • - , � LI� .. .�:- • LAVV.N• 7�. • 6. ° y�y r°, '"' •w. ,n ;r:` w.r°�'•` . r rl ' (�D ' ' `. ' 2 ,; :Tr_..n..•;.q.«,.«:. .. . f, . r {,y I _ /�:� C) ra ! 9 3 82 s,f. p .r t• p r VVN 4. o p�� • • MI LAVH t _Cn HA � _ t- TWO ��; , r • i.li cue r• r .VUN� r: J Inn' - 1 tN, Y T9 V � 'rJ 1 •rLU L : fr "mw• , r3 t . td Sa Lid < 1 r • i N, i• • • ii '"i,• 3, .Oli Grp ,,y .. � ar` •k i�nr•ee-.e, t• , .. ^„ .-..r-• ,. eau g�,r r4•d� s.:..J.:r..:.,.:....1. 5+.,sd,:a'� #r5. • ti 't.- 'f �.%.� Cn t�3, ,+C•" r 'tiv',:m' •r•.•!•w�....,.' --...a.mak..,/•R.'K�•..c1,,,+w.,,,�:•' :t rt'.7. t ..,rpr•••'.. 'F.. n yr ..•.w,u,.w , .�„h. w k,:l. !s Ri. s re � ••r n r W 1 C r 's C •i• x w 't • I• r '••�• — Y" ars, Z ^ '3 r,ac"ra Y 8's'aAm •� N i ,{�` LU LII`�IT OF VV •W I _ _ IT 1p .. ,� a • 1 !I— t ' , � L LIMIT F LAWN rr.i a LU CD TER ;i �, �I T T pt 9 r I. w .01 xf' a', 281 ffi 3 , mi- � � r r - _ ( - .,. s<..,. <,•.. r,.> �• 4.nsf^a ?� :•"or.: '`i� �rvs'�'1^u°,.�Itr.�3n.� UL - . , �1 req, vim , �' • - ® U ` 'fir' "',nr-'""w�'-',"'.�2•`•"-• �'�"`6.i4�•�aA ��, r» tw. .:e,"�w • � �n'.4`%..gid,"- •�wv'.'�..�i,: W:�, � w.+ '�'�^,�l� 4rt��� N 9• C /"•• P � '�• I PAR K I N G I uSE SID . ® > " - c. ;" "�"' P:• 4.9 I C13 �er,d AM III i WITH TOE NX:. 4.. `LLSJ �'1 281 f L I I I UNDISTbRBED AREA (sEE oEr� tL ry ` ` q � ® �' �` cr--'.""".. I 111 approx. 5,152 s.f, >3s I I I I FUTURE { { � „ En U_ J RB WITH N s I N Air I I O� 1 S. 2> r TOE Dowty ,��" I t DETAIL):r,4• ry :� { I { CIO a cera saCL mi li \ Az� S IA.IIi hII tgi ' II \ ISTiN LL I I i I sfl� "� l III °� _ �S ► o I I WNL I F— 1 �...i co ev ( l III u cu 8 12 J t III TH 7 :�. oWN ,� j I ` II 5E ETAIL P �., I , tj ®_ is EXISTIDR N r 5V i 1 A SPECIFIC LOCATION OF 3 Ff. TAIL i I m ' �� BERM TO BE DONE ON SITE BY THE �: LAWN — � • lt• I ARCHITECT OR ENGINEER IN ORDER •,,� �� "� 8 r { I �J� ;, _• TO AVOID CONFLICT WITH EXISTING I I '[ �� LA I Revisions: TREES. 1, �, •'� d ( L!� ' •j 3 I x N�' �1� Asl#2 ti 4 k JANUAfiY 9.2009 -EXISTING' FUTURE EXISTING PARKING ;� .. �,,� x URGENT OUT'PA.°TI EN I L11 +� _ � T OF G U GENT CAE i 1'y..• .� x xx E IST t, EN ER P RKi G LO r x CARE _ _ � .� CENTER ® 9 = ..................' UNDISTURBED AREA ® �°•---�,�� _ _-: _ -- E `� ARKING a rox.14,001 s.f. Q3 ASEuE EXISTING T. ' (h r ss ` _ ce - DRIVEWAY IN / ,� - • � `� +� ; •� �' � � OE 2,-. of I -' 6 2$% -- _ MATCH tr t dJ g 'CK•- ® � . •'�L n,, tt� z�,� ---"' o>: � NOTES: •:.®. � „•.►..•... _.----""`• 2a3 ate 85 sb ..+^ ze wL _ oc 2 $ro 1. Reference Sheett.Iiii for planting schedule w t - 2 - . -Ee 2 tti and for City of College Station code summary. LJ ��I 1 �- "` —` 33 �L 2. Reference Civil Sheets for all proposed grades. ��ii++��✓✓ 3. Reference Civil sheets for required temdng, r za wL o wy Drawn By: os of of ee ° �gry *�*� �T�, Checked By: of sag ' * Sf/1 l.! DID 0e 0- ga° g°° o°' AIL S _ _ — �� ! 6�Ch Date: JanuaN 9.2009 gas - ,•,-, .-- Lim fir® 1 1 sial/st ,B-wl t7��i I I r ia-wLi ani I i ��� ie-WLtt» i s its ta-Wt — _ rj. ox �o Project No: 2008-D35 COR 'rr — _ _ _ of — of — oe SAW CUT 9 " landscape architects 0 Sheet No: e of Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please NOt TO SCa�e. oe .t t� G ,.t refer to sheet CO2- Site Plan. 1216 windmill Cour L LANDSCAPE PLANTING PLANt; „ _ arlington, texas 76013 7.7 0 95 30 p 81 19.1 617. PLAN NORTgEB 1 y 2009 f 817.719,1618 LRU VAW.studiotincup•corn v LIi3n... `' n" i`vl� a'. 1. r _3 . . , gnill:lllSlO i ' iFE LGA , ...: , ARE DIAGIa%,u �n� i l'_ . t,0 � i r,�i. ► 012 SHA 111 � 3 AU' t�U f ALL INFORMAL TREE LOCATIONS IN FIELD USING COLORED FLAGS FOR EACH DIFFERENT TREE SPECIES FOR REVIEW AND 1 • CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE GOVERNING REGUtATO APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION. OWNEITS REPRESENTATIVE RESERVES REQUIREMENTS. REQUIRED PERMITS SHALL BE OBTAINED BY THE CONTRACTC THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 2. ALL CONSTRUCTION COVERED BY THESE CONTRACT DOCUMENTS SHALL BE 2. SHRUB, GROUNDCOVER & SEASONAL COLOR BED LAYOUTS SHALL BE STAKED FOR APPROVAL BY OWNER'S CONFORMANCE WITH THE LATEST EDITION OF ALL APPLICABLE CITY AND OSHA REPRESENTATIVE PRIOR TO EXCAVATION CODES AND STANDARDS, INCLUDiNG BUT NOT LIMITED TO THE INTERNATIONAL NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITES SHOWN ON PLANS AND IN PLANT LIST. IN THE EVENT OF A DIFFERENCE IN QUANTITY, CONTRACTOR TO ASSUME THE COSTLIEST QUANTITY. 2. CONTRACTOR TO CONFIRM MEASUREMENTS OF EXISTING HARDSCAPE AREAS AS WELL AS EXISTING TREES. MEASUREMENTS ON DRAWINGS MAY NOT BE AN ACCURATE REPRESENTATION OF CURRENT SITE CONDITIONS. ADJUSTMENTS IN FIELD WILL BE NECESSARY. THESE ADJUSTMENTS MAY PRODUCE THE NEED FOR MORE OR LESS PLANT MATERIALS. 3. 100% MEAD TO HEAD IRRIGATION COVERAGE FOR ALL AREAS. EXISTING IRRIGATION TO BE ADJUSTED T4 ACHIEVE FULL COVERAGE. 4. CONTRACTOR TO PROVIDE A PERMANENT ESTABLISHED LAWN. IF ANNUAL RYE IS REQUIRED DUE TO SEASON, CONTRACTOR TO PROVIDE ORIGINAL LAWN AS SPECIFIED ONCE WEATHER PERMITS PLANTING. ADDITIONAL NOTES REQUIRED BY CITY: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED iN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. II MAINTENANCE NOTES AND REQUIREMENTS: 1. A MAINTENANCE CONTRACT IS REQUIRED FOR THIS PROJECT. REFERENCE SPEC. SECTION 02980 2. IT IS THE INTENT OF THE CONTRACT TO PROVIDE THE OWNER WITH A PROJECT SITE THAT, IS IN A FIRST CLASS CONDIITON AND PERFORM ALL SERVICES INA GOO) AND WORKMANLIKE MANNER TO THE FULL SATISFACTION OF T E OWNERAND CITY. SITE IS TO BE MAINTAINED SO AS TO BE ATTRACTIVE IN APPEARANCE. ALL PLANT MATERIALS AND LAWNS SHALL BE KEPT IN A HEALTHY AND VIGOROUS CONDITION, ALL PAVEMENTS AND SURFACES SHALL BE KEPT CLEAN, AND ALL IRRIGATION SHALL BE KEPT FUNCTIONING. PLEASE REFERENCE SPECIFICATION SECTION: 02980 "LANDSCAPE MAINTENANCE" FOR MORE DETAILED INFORMATION REGARDING THE MAINTENANCE REQUIREMENTS FOR THIS PROJECT. ADDITIONAL MAINTENANCE ITEMS MAY BE REQUIRED FROM TIME TO TIME IN ORDER TO MAINTAIN THE FIRST CLASS CONDITIONS REQUIRED OF THE PREMISES. NOTE: THiS DETAIL REFERS TO ALL GROUNDCOVER, -------PLANT MATERIAL PER PLANS/ SCHEDULE PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. <". ROOTBACL-SET FLUSH W/ SPACING PER PLANS/SCHEDULE GRADE AS SHOWN 3" MULCH LAYER- REF. PLANTING NOTES/ THIS SHEET PLANTING MIX TILLED WITH ...........EXISTING SOIL TREE, SPECIFICATIONS ll�-- r�tTl::;1--TI,t 1H, I 1 -! I • I_ . UNDISTURBED SUBGRADE PROTOTYPICAL C-ROUNDCOO/E PLANTING SEi 01) NOTE: THIS DETAIL REFERS TO ALL SHRUB CTION MOTTO SCALE AND ORNAMENTAL GRASS PLANTINGS LAWN AREA (UNLESS UNLESS OTHERWISE NOTED. PLANT MATERIAL PER PLANS/ SCHEDULE OTHERWISE NOTED) SPACING PER f• I,L dt , ,� Et Al, t , , } t. PIANS/SCHEDULE �4y,la pIl){a� ,fin k! 1(� �'1 FINISH GRADE gg ROOTBALL- SET FLUSH WI la,�1Q'�tLI 14I� 7 4 {L{y r, ,{} ry inulBs�llIilil:I1;€LILT ,! :' I GRADE AS SHOWN - _.w...._ .._` :, ;- - _ l l I---!' I I STEEL EDGING AS SPECIFIED 3" MULCH LAYER- REF. ~ `-� I !-- - MULCH AS SPECIFIED PLANTING NOTES/ THIS SHEET .. .. , ---- ! l METAL STAKE -- i 1 ' -� - i 't ..... .. .... .... I I .. ... ! J! PLANTING IX TILLED D W T - t 1 �=l --I PREPARED D PL ANTING BED ASSPECIFIED EXISTING SOIL T0 8MIN DEPTH- .. i EF. PLANTING NOTES) THIS SHEET - - �r R LA l' . I I �_ i ► - ' i ' UNDISTURBED SUBGRADE I I l ! { !, t __.. I i __ ! i __. l i_ UNDISTURBEDSU13GRADE -- �li ���Ifi=1l ,"j- PROTOTYPICAL SHRUB PLANTING PROTOTYPICAL EDGING INSTALLATION SECTION NOT TO SCALE SECTION NOT TO SCALE NOTES: LANTING LEEN®!NOTES. 1. TREES LESS THAN 3" CALIPER TO R NEVE TWO 2 TREE STAKES. TREE.81ARQER THAN 3" CALIPER TO RECIEVE THREE (3) TREE STAKES. .�t Ascension Group Architects LLP Architecture Planning Interior Design ',,1250 E. Cope;and Rd. Suite 5D0 Arlington, Texas 76011 tel 817.226.1917 ,fdx817.226.1919 www.ascensiongroup.Niz ISSUE FOR BIDDING AND CONSTRUCTION BED LINE- GRAPHIC REPRESENTATION ONLY CTION TUBE CAPS AND TREE TIES PER INDICATES SEPERATION OF PLANT SPECIESARBOR TIE BY DEEPROOT (OR APPROVED EQUALS BUILDING CODE AND AMENDMENTS. 3. ALL PLANTING BEDS SHALL HAVE A MINIMUM THREE (3") INCH MULCH LAYER, MULCH .3• CONTRACTOR TO VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, TO BE FiNE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 EASEMENTS, BUILDINGS, ROADWAY, CURB AND GUTTERS, UTILITIES AND OTHER (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. INFORMATION AFFECTING THIS SCOPE OF WORK. THE CONTRACTOR SHALL 4. TREES SHALL BE PLANTED AT LEAST FOUR (4-) FEET FROM ANY UTILITY LINE, WALLS, OVERHEADS, WALKS, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION ON HOW TO PROCEED IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THESE DRAWINGS. CURBS, EDGING AND OTHER TREES WITHIN THE PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. TREES (OR APPROVED EQUAL). SHALL ALSO BE PLANTED OUTSIDE ALL UTILITY EASEMENTS AND OUTSIDE A FOUR (4) FEET DIAMETER CLEAR 4. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED iF AREA AROUND ALL HYDRANTS. OBSTRUCTIONS AND/0R DIFFERENCES EXIST ON SITE THAT WERE NOT APPARENT 5. TREES OVERHANGING SIDEWALKS AND PARKING OR PEDESTRIAN AREAS ARE INTENDED TO HAVE A MINIMUM DURING COURSE OF DESIGN AND CONSTRUCTION DOCUMENTATION. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CLEAR TRUNK BRANCHING HEIGHT OF SEVEN (r) FEET AT MATURITY, OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL 6. TREES OVERHANGING VISIBILITY EASEMENTS OR RIGHT OF WAYS ARE INTENDED TO HAVE A MINIMUM CLEAR RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH TRUNK HEIGHT OF NINE (9) FEET AT MATURITY. NOTIFICATION. 7. ALL PLANT MATERIAL SHALL BE MAINTAINED iN A HEALTHY AND GROWING CONDITION, AND MUST BE REPLACED 5, EXCAVATION IN THE VICINITY OF UTILITIES SHALL BE UNDERTAKEN WITH CARE. WITH PLANT MATERIAL OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED DURING THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK. THE CONSTRUCTION OR WARRANTY PERIOD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE UTILiTtES WITH LOCAL "TEE POSTS": GREEN W/ WHITE AUTHORITIES AND/OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING 8. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING, REMOVAL OF MISCELLANEOUS DEBRIS EXCAVATION. ANY DAMAGES TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT AND ANY ADDITIONAL FILL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING IN ALL LAWN AREAS. NO EXPENSE TO THE OWNER. S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION 6, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS. COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 10. ALL LAWN, SHRUB AND GROUNDCOVER AREAS TO RECEIVE 100% AUTOMATIC IRRIGATION SYSTEM COVERAGE 7. CONTRACTOR SHALL COORDINATE MATERIAL STORAGE, PARKING OF VEHICLES UNLESS NOTED OTHERWISE. ADJUST IRRIGATION DESIGN AS NEEDED TO ACHIEVE THIS RESULT, AND RESTRICTIONS ON WORK WITH OWNER'S REPRESENTATIVE. PARKING OF VEHICLES AND STORAGE OF MATERIALS SHALL NOT BE PERMITTED BENEATH THE 11. ALL TURF AREAS TO BE HYDROSEEDED BERMUDA GRASS UNLESS OTHERWISE NOTED. NOTE SOD AREAS. CANOPY OF EXISTING TREES. 12, FINAL GRADING SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE IN THE FIELD PRIOR TO PLANTING. 8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION T 0 S SHOWN IN THESE DRAWINGS U NECESSARY TO COMPLETE WORK LESS A N 0R IMPLIED) ARE FOR INFORMATION S ON THIS PLAN EXPRESS I D T N ONLY PLANT SPACING 1S A 13. ANY QUANTITIES H { } ( OTHERWISE SPECIFIED. INDICATED ON'PLANT SCHEDULE UNLESS OTHERWISE NOTED). iT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT SCHEDULE REMARKS. 9. CONTRACTOR(S) RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS ON A DAILY BASIS BY END OF WORK DAY, 14. PROVIDE STEEL EDGING AS INDICATED ON THESE DRAWINGS. WHERE NO EDGING IS INDICATED PROVIDE A SHOVEL CUT EDGE WITHIN THE GROUNDCOVER OR SHRUB AREAS.. 10. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, SURFACES CONTRACTOR SHALL THOROUGHLY CLEAN PROJECT SITE OF ALL TRASH AND 15. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS AT ALL TIMES DURING CONSTRUCTION. SCRAPS. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FINISH GRADE, INCLUDING TAILINGS FROM EXCAVATIONS, WHEEL RUTS, ETC., CAUSED BY CONSTRUCTION. 16, REFERENCE THIS SHEET FOR PROTOTYPICAL PLANTING DETAILS, 2 17. PLANTING MIX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. i 18, TREE BACKFILL TO BE 50% 150% MIXTURE OF NATIVE SOiL TAKEN FROM TREE PIT 1 TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181(OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. EXCAVATE TREE PIT 12" NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITES SHOWN ON PLANS AND IN PLANT LIST. IN THE EVENT OF A DIFFERENCE IN QUANTITY, CONTRACTOR TO ASSUME THE COSTLIEST QUANTITY. 2. CONTRACTOR TO CONFIRM MEASUREMENTS OF EXISTING HARDSCAPE AREAS AS WELL AS EXISTING TREES. MEASUREMENTS ON DRAWINGS MAY NOT BE AN ACCURATE REPRESENTATION OF CURRENT SITE CONDITIONS. ADJUSTMENTS IN FIELD WILL BE NECESSARY. THESE ADJUSTMENTS MAY PRODUCE THE NEED FOR MORE OR LESS PLANT MATERIALS. 3. 100% MEAD TO HEAD IRRIGATION COVERAGE FOR ALL AREAS. EXISTING IRRIGATION TO BE ADJUSTED T4 ACHIEVE FULL COVERAGE. 4. CONTRACTOR TO PROVIDE A PERMANENT ESTABLISHED LAWN. IF ANNUAL RYE IS REQUIRED DUE TO SEASON, CONTRACTOR TO PROVIDE ORIGINAL LAWN AS SPECIFIED ONCE WEATHER PERMITS PLANTING. ADDITIONAL NOTES REQUIRED BY CITY: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED iN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. II MAINTENANCE NOTES AND REQUIREMENTS: 1. A MAINTENANCE CONTRACT IS REQUIRED FOR THIS PROJECT. REFERENCE SPEC. SECTION 02980 2. IT IS THE INTENT OF THE CONTRACT TO PROVIDE THE OWNER WITH A PROJECT SITE THAT, IS IN A FIRST CLASS CONDIITON AND PERFORM ALL SERVICES INA GOO) AND WORKMANLIKE MANNER TO THE FULL SATISFACTION OF T E OWNERAND CITY. SITE IS TO BE MAINTAINED SO AS TO BE ATTRACTIVE IN APPEARANCE. ALL PLANT MATERIALS AND LAWNS SHALL BE KEPT IN A HEALTHY AND VIGOROUS CONDITION, ALL PAVEMENTS AND SURFACES SHALL BE KEPT CLEAN, AND ALL IRRIGATION SHALL BE KEPT FUNCTIONING. PLEASE REFERENCE SPECIFICATION SECTION: 02980 "LANDSCAPE MAINTENANCE" FOR MORE DETAILED INFORMATION REGARDING THE MAINTENANCE REQUIREMENTS FOR THIS PROJECT. ADDITIONAL MAINTENANCE ITEMS MAY BE REQUIRED FROM TIME TO TIME IN ORDER TO MAINTAIN THE FIRST CLASS CONDITIONS REQUIRED OF THE PREMISES. NOTE: THiS DETAIL REFERS TO ALL GROUNDCOVER, -------PLANT MATERIAL PER PLANS/ SCHEDULE PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. <". ROOTBACL-SET FLUSH W/ SPACING PER PLANS/SCHEDULE GRADE AS SHOWN 3" MULCH LAYER- REF. PLANTING NOTES/ THIS SHEET PLANTING MIX TILLED WITH ...........EXISTING SOIL TREE, SPECIFICATIONS ll�-- r�tTl::;1--TI,t 1H, I 1 -! I • I_ . UNDISTURBED SUBGRADE PROTOTYPICAL C-ROUNDCOO/E PLANTING SEi 01) NOTE: THIS DETAIL REFERS TO ALL SHRUB CTION MOTTO SCALE AND ORNAMENTAL GRASS PLANTINGS LAWN AREA (UNLESS UNLESS OTHERWISE NOTED. PLANT MATERIAL PER PLANS/ SCHEDULE OTHERWISE NOTED) SPACING PER f• I,L dt , ,� Et Al, t , , } t. PIANS/SCHEDULE �4y,la pIl){a� ,fin k! 1(� �'1 FINISH GRADE gg ROOTBALL- SET FLUSH WI la,�1Q'�tLI 14I� 7 4 {L{y r, ,{} ry inulBs�llIilil:I1;€LILT ,! :' I GRADE AS SHOWN - _.w...._ .._` :, ;- - _ l l I---!' I I STEEL EDGING AS SPECIFIED 3" MULCH LAYER- REF. ~ `-� I !-- - MULCH AS SPECIFIED PLANTING NOTES/ THIS SHEET .. .. , ---- ! l METAL STAKE -- i 1 ' -� - i 't ..... .. .... .... I I .. ... ! J! PLANTING IX TILLED D W T - t 1 �=l --I PREPARED D PL ANTING BED ASSPECIFIED EXISTING SOIL T0 8MIN DEPTH- .. i EF. PLANTING NOTES) THIS SHEET - - �r R LA l' . I I �_ i ► - ' i ' UNDISTURBED SUBGRADE I I l ! { !, t __.. I i __ ! i __. l i_ UNDISTURBEDSU13GRADE -- �li ���Ifi=1l ,"j- PROTOTYPICAL SHRUB PLANTING PROTOTYPICAL EDGING INSTALLATION SECTION NOT TO SCALE SECTION NOT TO SCALE NOTES: LANTING LEEN®!NOTES. 1. TREES LESS THAN 3" CALIPER TO R NEVE TWO 2 TREE STAKES. TREE.81ARQER THAN 3" CALIPER TO RECIEVE THREE (3) TREE STAKES. .�t Ascension Group Architects LLP Architecture Planning Interior Design ',,1250 E. Cope;and Rd. Suite 5D0 Arlington, Texas 76011 tel 817.226.1917 ,fdx817.226.1919 www.ascensiongroup.Niz ISSUE FOR BIDDING AND CONSTRUCTION BED LINE- GRAPHIC REPRESENTATION ONLY CTION TUBE CAPS AND TREE TIES PER INDICATES SEPERATION OF PLANT SPECIESARBOR TIE BY DEEPROOT (OR APPROVED EQUALS iJf'-A RI=B'S SPECIFICATIONS. PLANTING NOTES/ THIS SHEET PAINTED "-®`--- STEEL EDGE PLACE TIE AT LOWEST CROTCH OF LOWEST BRANCH 3. REF. :=ES/THIS SHEET gQF4 TREE VARIETY (OR APPROVED EQUAL). `. TREE QUANTITY 2. PLANTING MiX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEMS, ROOTBALL- REMOVE ALL ROPES, WIRES, 972-831-8181 (OR APPROVED EQUAL). TOP OF ROOTBALL SHRUB, GROUNDCOVER OR VINE VARIETY AND CONTAINERS PRIOR TO PLANTING TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181. ON SHRUB, GROUNDCOVER OR VINE QUANTITY (IF BALL & BURLAP, REMOVE TOP 113 OF BURLAP prior to install} PRiOR TO PLANTING) 8'-0" LONG METAL "TEE POSTS": GREEN W/ WHITE GRADE TOPS. INSTAL POSTS MIN, V-0" INTO UNDISTURBED 4" DIA. PVC INSPECTION TUBE- CUT 1" ABOVE FINISH GRADE, CAA 3" MULCH LAYER- REF, SUBGRADE, DO NOT DISTURB ROOTBALL. II Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to sheet CO2. Site Plan. 12 MIN, rn b U 0 0 PROTOTYPICAL TREE PLANTING SECTION NOT TO SCALE FEB 2 2009 MATERIALS SCHEDULE STEEL EDGING . S'Ta7DI �,Gh AGGREGATE landscape architectsa 11111110111M 1, 1 SYMBOL DESCRIPTION COLOR FINISH REMARKS WESTERN SUNSET GRAVEL NATURAL NATURAL CONTACT CUSTOM STONE: # 972,243.1144 ti" T01.5' (to be verified (to be verified WWW.GUSTOMSTONE.COM (to be verified with architect print to installation) with architect with architect CONTRACTOR MUST PROVIDE SAMPLE TO prior to Install) STEEL LANDSCAPE EDGING PLANTING NOTES/ THIS SHEET PAINTED 4" X 3/16" 1. ALL PLANTING BEDS SHALL HAVE A MiNIMUM THREE (311) INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). 2. PLANTING MiX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). TOP OF ROOTBALL TO BE 2" TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181. 3" HIGH WATER RETENTION BASIN prior to install} ARCHITECT FOR APPROVAL PRIOR 70j,iNSTALLATION ABOVE FINISH GRADE PLANT MATERIAL HATCH PATTERNS (EXAMPLE PATTERNS ONLY) -ACTUAL DRAWING COULD CONTAIN ALTERNATE PATTERNS. 4" DIA. PVC INSPECTION TUBE- CUT 1" ABOVE FINISH GRADE, CAA FINISH GRADE INDICATES MASS PLANTING AREAS OF W/ 4" DIA, FLUSH GRATE x , �,51. _r ,:•' ; ' SCARIFY EDGE OF TREE PIT- NO REGULARLY SPACED PLANTS. PATTERNS ARE (NDS PART#12 OR APPROVED EQUAL)' L� OR COMPACTED SURFACES NOT SPECIES SPECIFIC AND COULD BE USED SMOOTH TO REPRESENT MULTIPLE SPECIES. EXCAVATE TREE PIT 12" , .. TREE BACKFILL MIX- REF. PLANTING NOTES/ AROUND EDGE OF ROOT BALL tL -_?` THIS SHEET �OIUPLANTING j --COMPACTED MIX ,'" UNDISTURBE{'jI� SUBGRADE Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to sheet CO2. Site Plan. 12 MIN, rn b U 0 0 PROTOTYPICAL TREE PLANTING SECTION NOT TO SCALE FEB 2 2009 MATERIALS SCHEDULE STEEL EDGING . S'Ta7DI �,Gh AGGREGATE landscape architectsa 11111110111M 1, 1 SYMBOL DESCRIPTION COLOR FINISH REMARKS WESTERN SUNSET GRAVEL NATURAL NATURAL CONTACT CUSTOM STONE: # 972,243.1144 ti" T01.5' (to be verified (to be verified WWW.GUSTOMSTONE.COM (to be verified with architect print to installation) with architect with architect CONTRACTOR MUST PROVIDE SAMPLE TO prior to Install) STEEL LANDSCAPE EDGING NOTES: PAINTED 4" X 3/16" 1. ALL PLANTING BEDS SHALL HAVE A MiNIMUM THREE (311) INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). 2. PLANTING MiX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). 3. TREE BACKFILL TO BE 50% 150% MIXTURE OF NATIVE SOIL TAKEN FROM TREE PIT I TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181. Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to sheet CO2. Site Plan. 12 MIN, rn b U 0 0 PROTOTYPICAL TREE PLANTING SECTION NOT TO SCALE FEB 2 2009 MATERIALS SCHEDULE STEEL EDGING . S'Ta7DI �,Gh AGGREGATE landscape architectsa 11111110111M 1, 1 SYMBOL DESCRIPTION COLOR FINISH REMARKS WESTERN SUNSET GRAVEL NATURAL NATURAL CONTACT CUSTOM STONE: # 972,243.1144 ti" T01.5' (to be verified (to be verified WWW.GUSTOMSTONE.COM (to be verified with architect print to installation) with architect with architect CONTRACTOR MUST PROVIDE SAMPLE TO prior to Install) STEEL LANDSCAPE EDGING GREEN PAINTED 4" X 3/16" 1216 windmill court arlingtnn, texas 76613 p $17.719.1617 f 617.719.1693 www stud! prior to install} ARCHITECT FOR APPROVAL PRIOR 70j,iNSTALLATION otincup.com �y ► I i i i i FUTURE I __ � I MOB #02 I U 1I 6, . ' \� I I I I I I 4.. :. ' TEMPORARY.:IRRIGATION I ,Y j O S F _� I TE ORAR IRRIGA7f0 O [ I I C� n %� I REF. PLANTING PLAN FQR RE .PLAN ING PLAN FR 11 Q [ I I I I I 6 7 0 �J � � ALL BY IRRIGAT AREAS NOT COVERED AL LAWN ON NOT COVERED ' BY IRRIG ON -- F— —► I I I N < I N II 3/4" 1' 1 ' 11!4" 1- 3/4• 3/4" 1 �' ^co 3M" 1" `o5 3/4 J II I 1 1/4• 2• 1 1/2 '? t 4- ^'S N0000 I I [ e N — 1 1/4' 3/a• 3/4' 3/4' Q 1" 11 4' 3/4' ? I — — 2� _ t 172 r r- — — —11/2*Il - I I J 11/2" iz I 3/4" 11/4" 21/2 ti Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd, Suite 500 Arlington, Texas 76011 tel 817,226.1917 faz817.226.1919 www,ascensiongroup.blz 3/4' 3/4 ti .M1 1` 1 1/4• E ,/ 2 274 1/i 3!4 1 2.314" �� 2" 1 1 ^ t 1/ i h — i° II 1/2" 2 O 279 42 278 1 �, `LO 3/4 - - � 12 0 _ _ - - - - - - - 3/4' 3L-4800 SMARTLINE '2 E• CONTROLLER gh 1/ 3141 3/4' 1 1/4" I I ® [ UPGRADED TO 36 ST WITH 2, .. ,' ti� ' iy v t SLW-20 ON SITE WEA �p MONITOR 11/4 i ORSI (WITH BUILT-IN RAIN AEE2E..BEi±IS::,. 4 - VERIFY LOCATION AND POWER SUPPCY' ,.... • na URE x :r FUT [ ' I (3/4' 2" _ , 1h "• ,,."',� 86 SS 1!2' •, , �!2 -. , I'. I '" ' 2 "9 [2 / t I ( 3 �J >;:- c : :...r 4. i i/2' 1 1/ ' 1 ,/4• 3/d'f2 /2 , 64 I I i HOSPITAL 3 21 1 ;i4" LEEVE 3/4" 1/4 1/2. - 27 6 ( I , .. ,:..,, it d•. SLEEVE ''' 2T6. •., :......: - .M .. - 773, 276.5 76.5 e�± ?.. ...-.._.-..._,. 11! d" SLEEVE 1,! �-w_.. _ 3 \ EXPANSION /4 ,.Q' 4" SLEEV /2: k SL EV - ) 21 I1/2 • L, • 2" EE S. t Ili � 1 1 1/4" LEEVE 4" 4 .. a. [ 3/ :� x 1 4' ., . . n 48 h h - 4" E EVE ¢SL n a - .'e •11' '� 11/2•:. ::n ro• [ o,• '.4 ;EVE E 1 1 1!2' 1 ? .TUR F U I 1 1/4" [ 2" WATER METER (IRRIGATION ONLY) BY G.Q. '•t ,SS 4- FUTURE " � I VERIFY SIZE AND LOCATION � .. `'••�''i , 2' BACKFLOW PREVENTER PER CITY CODE B - i �'• O _ - - - - - - - p L 1, 2• BALL VALVE AND 2" Y STRAINER ; :.-_� ..... ..., ` <�; : , ....:.: .., ....., .:. _ .: - 7 ., , .. ::.. -. .. 1/2" 1 BETWEEN BAOFLOW AND METER _ _g _ ' =• — -� ..: ' RARY IR " 278' <77 I i PATIENT - � I L � 't 13 1 --•" 2^ 27 R TION 277 REF, PLAN S N 27 % z .FBED 36 ; PRO POSED S E D "� R 278 �! 1 L R V 279 7 • z �� E D B I o C t \ 1 3/4 x 3!4" — 280 — — — -- �u � i -- -- — -► � � ' �o -' i ISSUE 4 < TOWER [ ST. JOSEPH ,. I I 7 tuz,, I 3/4" , N TEMPORARY IRRIGATION I 30" WINGED ro � I I 3/ i s\U HEADWALL u V p .ti z © X a'.:.,_ ; _ ^ REF. PLANTING PLAN FOR FL= 273.25 n� BIDDING t ryt pOH R 39-11 ( i 4 15,000 S F [ BY IRRIGATION AS NOT COV€RED I r: D I D U' I V G AN D O c i I 4- SLE t' 1 ,rte �gl� [ 2' PA ::. J�� I _ — =- --- — — --� '2o IR E D I C TER ST I 3/4 i F 277.00 ^� _; ' - ,� _ -. • N N N . SLEEVE i i ., F U T U R E M O B #a 1 4' -4 SLEEVE 3/4 1• I I 112' ! 4 SLEEVE Y [ 2 33 rJ _a �— 1 60aaaSF_-__� [�� T FOR Y IRRIGATION 1• ry I ( f� •1/2'1!2 R F. P TING PLAN FOR V D 37 y2' [[)• GRADE 3 A L LA it AREAS HOT COVERED 2" - 1" "SLEEV SWALE I [ I x Y IRR TION f! '_ .s 9/4' 6r5 1" " E V " SLF�VE , TO �. 2�9 11/2• [ �, �� [ < < - 21 111 46 t r i, 2• I , ,/2• / 1 1!4' a 47 27 • U 4 SLE VE .. ,•—� , - -.1� �j-"mtt rn x 4' SLEEVE 1/2" T ' ^ .� VE > .-9 I. { ( _ 4" SLEEVE _ 'li 1 I M11 ! 1 t", 3/4' 1/2' i" � 20 M— IIj TEMPORARY IRRIGAiTION x N 42 � TEMPORARY' A N \l �� � REF. PLANTING PLAN FOR r- I! J REF. PLANTING FOR ALL..1./1WN AREAS NOT .CQYERED.. , z� 1N ALL LAWNTI EA8A CIT C0IIEREQ, 3/4" _ TEMPORARY IRRIGATION s a ro I','� FUTURE i xx BY IRRIGATION (, "' .. ALL LAWN AREAS COVERED BY IRRIGATION o n$ i .. <<... •:.•.[ 1/�gs d� 2 i BY IRRIGATION ;.`.. O0Z © ! p I I := O TEMP/3RARYJRBIG , ....'..: - .REF. PLANTING PLAN FO ( x "n11 .1l4' 4" SLEEVE....., i OUTPATIENT I 4„ SLEEVE - ALL LAWN AREAE NOT OVER �" ;,R —' 1/2' 4' SLEEVE . BY IRRIGATION 2 t/2` �r—. ,..' Qm — TER -2 -- 1 [ 4 i I CE I x [ 2>¢ �" SLEEVLT `,� 1 281 �}— O , 1 S; , NG � I PARK SIDEWALK.. .....-... _.. , USE,; . ® .., . .. ..:-::.._ 2 ry10 1 1 2" I 281 I I ' I I WITH TOE DOWN J I III N I [ i (SEE DETAIL) Q h v^ II 427 ry 2• „4• I i FUTURE = f W iI [ x ) i _ i a II a" SLE • � .:SLEEVE RB WITH `b I N N'b i I M O B I - - TOE DOWN h' � h `� ^ s h• , i DETAIL) I x 3/4.1rtia aW 11, MATCH 2> 3/4- , I [ PARKIN GNG RADIES 1 S- 4;, SLEEVE /2" 1!2 6 I i 3/4 h � , I I I w+�a :ry MCC RFI #019 2-19-09 rl " Ii I z � z o c� Cn W H LU CD _ c� W o 1� - LU r� W J�'`.' Co _ W Z _ rLL�.f vJ • F Q o .. / i iII N rPj{ 2• 3 I L1.01, 52.01 , °I WITH T N 2"1 11 I �zz In review of Irrigation =- - - 270 2)� 4 SEE DETAIL a :,& I zmo .... i I DOWN r rL ��� r' I I sleeves at location noted on IAN i2 !2'3 I vii L1.01, Michal Tmcup, _ 1. 1 47 I•- oz I Studio Tincup, confirmed EXISTING ( I17 D I I I -Io to delete the two 4 sleeves x a DRIVEWAY 3 t N{ I I and main line. The add 1 ot. 1/2• ( N N N 1 I I contractor needs to a N� Q� ;; I electric valve for the shrub O F It.�. I I1 • j 1 I : i i I ( � N zone at left entry. Both I I I SPECIFIC LOCATION OF 3 FT. TALL 1/2" BERM TO BE DONE ON SITE BY THE 1/2• - � en sides are on one zone. ARCHITECT OR ENGINEER IN ORDER �, , nY 2• TO AVOID CONFLICT WITH EXISTING && h TREES. I[ 3/4• x I I x 3!4' 3/4 3/4 I i I x -EXISTING i 1 1/2 :, FUTURE o 3/4 x^ ` -` - O, Z EXISTING PARKING 36 ,4.3/4* _4 i TIENT ` I x---- URGENT i OUTPATIENT 1,1/2. 3,a• U GE T CA E IST NG I, [ v2• EN ER P RKI G LO 1/2• I • ARE , _ � ! CENTER �+ BALI 1jj([Vx �° .• "� '�" of 4 q ® ® [ ( ! LIKE SIZE T CENTER 2• PARKING -I -" � �.•---_ MY (�:F TF -1'Q " WATER METER (IRRIGATION ONLY) BY G C. r .• '� . '."`. �� --- E i q f;. .•• �' VERIFY SIZ Cf6ATl0 4" LEEVE — of ss -s 1 2• BACKFL WPRE�VEN7ER PER ITY CODE BY L . 4" EEVE� - "�of - . 2' BALL VAQVE AND 2• Y STRAINER 1!2• "1 1/4" _w - ro n ry0� moo, ', JON J D UE— - EXCb ISTIN BETWEEN BAOFI OW-AND-ME1ER [ "� of--'�"' "` —r - ry� �o�• ... .... ... • DRIVEW4 w 2 _ - ` — „"p,,, — of aE ry ry • f� •• • 8 • r Q 3/4' f 66 ! , of (+F �• t� -,,. OE 284 6 P' 3!4 3/4' r 1 1/4• , of yq°4 - � f -- 28 2S7 MATCH EXISTING��� 24 WL 283 4 GRADES fJ 66 ",, •. " of 28 285 ro 4i 3/4 1/_ 2_4+ -vac•;; '. oe !4• 0 OE �yys - S1E)N 11 - OE OE a OE OE OE p Oz qas gas gas gas AIL - S qaa g°p - ,_. •"--^_` OE OE of or: - OE OE LANDSCAPE IRRIGATION PLAN PLAN 2 REFERENCE SHEETS: o q°s `�. - •. 1/2" aE 28 �� Reference Sheet L1.02 for irrigation details E of and legend. w,- 'S � ® 2 3 oJ4" J1/2'ryary _ NOTE: - -_ - '\ `1 PLEASE NOTE THAT THIS SYSTEM HAS BEEN • S 1 V L I DESIGNED TO MEET THE 2009 TEXAS STATE 7 t rye NOTE' IRRIGATION STANDARDS. THE DESIG[ - ALL IRRIGATION LAYOUT TO BEA MINIMUM PRESSURE IS 62 PSL rf V ��, VVV OF 5' FROM EDGE OF BUILDING LINE PER Revisions: 2 ASI # 2 REVISION _ _OCTOBER 12009 P/24L 0 Drawn By: Checked By: Date: January 9, 2009 Project No: 2008-035 PLANS AND GEO TECHNICAL REPORT. - landscape architects Not to Scale. This sheet is for detail reference only. For the © NOt t0 SCale. Sheet No: proposed landscaping, please refer to sheet CO2- Site Plan. -------.•_.._.y —'" 1216 windmill court_ S 0 15 30 arlington, texas 76013 p 817.719.1617 ORTH f 817.719.1618 LIN01 www.studiotincup.com REMOTE! CONTROL VALVE WITH !R SLEEVING NOTES 0 24" LON LOOP OF CONTROL W E 1 Contractor shall lay sleeves and conduits at twenty-four (24') inches a 0 45 DEGREE ELL below finish grade of the top of pavement. 4$B aid •" 2• Contractor shall extend sleeves one (1') foot beyond edge of all 6pSCHEDU E 44 PVC FITTINGS pavement. MAIN LID E 3. Contractor shall cap pipe ends using PVC caps. °. 4. All sleeves shall be Schedule 40 PVC pipe. ' ISOMETRIC I' 5, -RUL IRRIGATION LEGEND --- SPEOIFIED SPRY NOZZLE & BODY 'as -built' drawing showing all sleeve locations, U5 NOT TO SCALE ROTARY HEAD THE CONTROLLER BY SELECTING THE PROPER SPRINKLER TYPE, PLANT TYPE, SOIL TYPE; 0 WFATHERMATiC LX -4 POP-UP LAWN HEADGRADE FINIS AND SUN OR SHADE SETTINGS FOR EAC ZONE, 1. All sprinkler equipment numbers reference the Weathermatic THE VALVE BOX AND LiD iu WEATHERMATIC LX -12 POP-UP SHRUB HEAD equipment catalog unless otherwise indicated, FOR APPROVAL OF CONTROLLER SETTINGS. LATERAL PIPING L 1/2" X 6" POLY NIPPLE 2. z . BE PERMITTED. HEAD - Q WEATHERMATiC TURBO ROTARY FC ��RtaTARY ADDITIONAL NOTES REQUIRED BY CITY; 3. SHRUB SPRAY HEADS are LX -12 Installed as per detail shown. y. WEATHERMATIC TURBO ROTARY PC PRESSURE 4. ELECTRIC CONTROL VALVES shall be 011000 CR Installed per ° l ADAPT INLET AND OUTLET FLOW DEVICE, AND INSTALLED AS PER CI1Y ORDINANCE 2394 WEATHERMATIC 11000 SERIES ELECTRIC VALVE AND THAT ALL BACKFLOW DEVICES MUST IAS REQUIRED) . �. In value boxes large enough to permit manual operation, removal of Not to Scale. This sheet is for detail reference only. For the proposed S=10,landscaping, CLASS 200 PVC LATERAL LINE , _ ° -• PVC LiNE PER SPECIFICATIONS 5, QUiCK COUPLING VALVES shall be #QV75 installed per detail WEATHERMATIC QV75 QUICK COUPLER TO IRRIGATION SYSTEMS • shown. Swing joints shall be constructed using 314" Schedule 80 ` - .. � CONTROLLER, SIZE AS INDICATED S X S X T PVC SCHEDULE 40 +� three (3) swivel hose ails as part of this contract , i GATE VALVE TEE OR ELBOW _.. AUTOMATIC CONTROLLER shall be installed at location shown. t3 " - . ' 't .` r j "" ( FEBOO MODEL 805 DOUBLE CHECK VALVE. -LINE SIZE r.OUTLET ISOLATION BALL VALVE IINE SIZE - t u • I ,. controller location by other trades. t . a .� _ WASHED ROCK (i/2" . 3J4" DIA.). WATER METER, SIZE AS INDICATED e DEPTH PER CITY REOUIREMENT 7. a D.0 A., SIZE AS INDICATED POP UP LAWN SPRAY ASSECViB Ny CITY REQUIREMENT S. 06 NOT TO SCALE shall be Schedule 40. Size as indicated on plan. ®q, NOT TO PVC CLASS 200 LATERAL LINE 9. Ten days prior to start of construction, Landscape or Irrigation Contractor shall verify static water pressure. If stalk pressure is less than 65 P.S.I., do not work unfit notified to do so by Owner. s _ _ PVC CLASS 200 MAINLINE 10. All main line and lateral piping to a minimum of 12 inches of cover. All piping under paving shall have a minimum of 18" of cover, 11. The Irrigation Contractor shall coordinate installation of the system PVC CAP t30 ELBOW 3 — — — PVC SCHEDULE 40 SLEEVING with the Landscape Contractor so that all Fant material will be P P CHEDULE 40 PAVEMENT } r l watered in accordance with the intent of the plans and specifications, PVC PIPE VALVE BOX FLUSH WITH FINISH GRADE The Irrigation Contractor shall select the proper arc and radius for ,�.,.r�.... • BETWEEN { VALVE 517E jlF r , `tr1 .i' r� `L i� PAW ENT AND SLEEVE and plant material. All nozzles shall be Weathermatic B Series = '^- "� ! GPM PEA GRAVEL Brass. All nozzles in parking lot islands and planting Inds shall be ; _,�: , „ SCH �i r"., SiZE ULE 40 PVC, AS NEEDED REMOTE! CONTROL VALVE WITH !R SLEEVING NOTES 0 24" LON LOOP OF CONTROL W E 1 Contractor shall lay sleeves and conduits at twenty-four (24') inches a 0 45 DEGREE ELL below finish grade of the top of pavement. 4$B aid •" 2• Contractor shall extend sleeves one (1') foot beyond edge of all 6pSCHEDU E 44 PVC FITTINGS pavement. MAIN LID E 3. Contractor shall cap pipe ends using PVC caps. °. 4. All sleeves shall be Schedule 40 PVC pipe. ' ISOMETRIC I' 5, -RUL Contractor shall furnish Owner and Irrigation Contratlorwdh anKI= U I E UUN I VALVE - WATER CONSERVATION AUTO ADJUST SCHEDULING. 'as -built' drawing showing all sleeve locations, U5 NOT TO SCALE ROTARY HEAD THE CONTROLLER BY SELECTING THE PROPER SPRINKLER TYPE, PLANT TYPE, SOIL TYPE; IRRIGATION NOTES AND SUN OR SHADE SETTINGS FOR EAC ZONE, 1. All sprinkler equipment numbers reference the Weathermatic THE VALVE BOX AND LiD SWING JOINT IRRIGATION DESIGNER (JOHN WINGFIELD 872-238-1498) equipment catalog unless otherwise indicated, FOR APPROVAL OF CONTROLLER SETTINGS. LATERAL PIPING L — FINISH GRADE SPECIFIED 2. LAWN SPRAY HEADS are LX -4 installed as per detail shown. BE PERMITTED. HEAD ��RtaTARY ADDITIONAL NOTES REQUIRED BY CITY; 3. SHRUB SPRAY HEADS are LX -12 Installed as per detail shown. y. A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE 4. ELECTRIC CONTROL VALVES shall be 011000 CR Installed per ° l ADAPT INLET AND OUTLET FLOW DEVICE, AND INSTALLED AS PER CI1Y ORDINANCE 2394 detail shown. Size valves as sown on plan. Valves shall be installed AND THAT ALL BACKFLOW DEVICES MUST IAS REQUIRED) TESTED UPON INSTALLATION AS PER CITY In value boxes large enough to permit manual operation, removal of Not to Scale. This sheet is for detail reference only. For the proposed S=10,landscaping, solenoid and/or valve cover without any earth excavation. , _ ° -• PVC LiNE PER SPECIFICATIONS 5, QUiCK COUPLING VALVES shall be #QV75 installed per detail TO IRRIGATION SYSTEMS • shown. Swing joints shall be constructed using 314" Schedule 80 ` elbows. Contractor shall supply owner with three (3) couplers and Fi three (3) swivel hose ails as part of this contract , i GATE VALVE -_ — 6. AUTOMATIC CONTROLLER shall be installed at location shown. t3 " - . ' 't .` r j "" ( FEBOO MODEL 805 DOUBLE CHECK VALVE. -LINE SIZE Power (120V) shall be located Ina junction box within five (5') feet of - t u • I ,. controller location by other trades. t . a .� _ WASHED ROCK (i/2" . 3J4" DIA.). ' e DEPTH PER CITY REOUIREMENT 7. All 24 voltvalve wiring is to be OF 14 single conductor. Allwire ELEVATION MAIN FROM SOURCE PER splices are to be permanent and waterproof. CITY REQUIREMENT S. SLEEVES shall be installed by General Contractor. Sleeve material BACKFLOW PREVENTER shall be Schedule 40. Size as indicated on plan. ®q, NOT TO SCALE 9. Ten days prior to start of construction, Landscape or Irrigation Contractor shall verify static water pressure. If stalk pressure is less than 65 P.S.I., do not work unfit notified to do so by Owner. 10. All main line and lateral piping to a minimum of 12 inches of cover. All piping under paving shall have a minimum of 18" of cover, 11. The Irrigation Contractor shall coordinate installation of the system PVC CAP t30 ELBOW with the Landscape Contractor so that all Fant material will be P P CHEDULE 40 PAVEMENT watered in accordance with the intent of the plans and specifications, PVC PIPE 12. The Irrigation Contractor shall select the proper arc and radius for ` -= ' ; `. , : 18" DOVER BETWEEN each nozzle to Insure 100% and proper coverage of all lawn areas jlF r , `tr1 .i' r� `L i� PAW ENT AND SLEEVE and plant material. All nozzles shall be Weathermatic B Series = '^- "� ! Brass. All nozzles in parking lot islands and planting Inds shall be ; _,�: , „ SCH �i r"., SiZE ULE 40 PVC, AS NEEDED low angle to minimize over spray on pavement surfaces. No water n' " . -' r s, will be allowed to spray on building, SLEEVE DETAIL0 , NOT TO SCALE Q ted; ` - ;tea• FINISH GRADE 2 00 SMARTLINE CERTIFIED DESIGN:: THIS IRRIGATION DESIGN IF SIDEWALK OR CURB SMARTLINE CONTROLLER AND WEATHER MONITOR TECHNOLOGY AND UTILIZES ET BASED - WATER CONSERVATION AUTO ADJUST SCHEDULING. THE IRRIGATION CONTRACTOR MUST PROGRAM ROTARY HEAD THE CONTROLLER BY SELECTING THE PROPER SPRINKLER TYPE, PLANT TYPE, SOIL TYPE; SLOPE AND SUN OR SHADE SETTINGS FOR EAC ZONE, THE IRRIGATION OONTRACTOR MUST CONTACT THE SWING JOINT IRRIGATION DESIGNER (JOHN WINGFIELD 872-238-1498) FOR APPROVAL OF CONTROLLER SETTINGS. LATERAL PIPING L ALL EQUIPMENT MUST BE INSTALLED AS SPECIFIED AND NO EQUIPMENT SUBSTITUTIONS WILL BE PERMITTED. HEAD ��RtaTARY ADDITIONAL NOTES REQUIRED BY CITY; NOT TO SCALE 1, THE IRRIGATION SYSTEM MUST BE PRO iECTED BY EITHF3i A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CI1Y ORDINANCE 2394 AND THAT ALL BACKFLOW DEVICES MUST j� O BE INSTALLED AND p ..•r< M�4s TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. JQH J 8 Not to Scale. This sheet is for detail reference only. For the proposed S=10,landscaping, please refer to sheet CO2- Site Plan. i : landscape architects 1216 windmill court ariington, texas 76013 OT Piki p 817.719:1617 FEB 1 2 2009 f 817.719.1618 www.studiotincup.com I SHALL ffI7END �--- } } FUTURE i i { OSED ITCH AND HEA i i I i �: C STR ION. MOB 02 I '� = .-000` i iC LUQ SF I — 1 _ i : .< At t i LIMIT OF LAWN LIMIT OF LAWN _; ---• : `''`'� `ry' ,! 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'.�; _ ,$ �,a : •_:. ..`h s8 :.h } , '. r S a , r t � HOSPITAL -J • •t Y 't '• • •S 1 ! •♦ :t •c t=•: y..• . :•.•: '. �♦t,rtj,�;�r a '.tS ;- •�. rh rr.••A • `'•:''4•• .•. .c.z.•,•�.:.L •. nr.r.. • •• 'a�te'•�"4." r ate{'• • aV•,•R ymor O, �w w• - '177 EXPANSION gr•,.W...o.•.v„ �,'�•,•' :. '.4•,;,n""'"_°e.P":m • r•,ll'jy • . ' ••,.�..-.. S •moi_ : N j 7 a/ j � • F/• � .• J � � 21 " 4 * t ���•..� JAI\ - ,ry �,,�: _ +�.,[� �.... .� ♦ wa`*��-. �sz.•. •• • � • •'• • y_.._ . - •3g'.,, W '� � �� . �� } �jt •• •• 'S 3 4. - 4. •• ••• a 7ilx .3�w�f�tl�� ? i"f � ,sem I ` l i�l at � �+c• ' •• • � r�s%tN£A�am 3dx.� a�iitu •�.ma�c'i� 3a#Y6.� `@' * �� l . 1� I - .� • V t»+�. 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USE Sip .. ® �, !•ter •'�` i �+•' UNDIS RBI= WrW TOE Nx i * D AREA i (SEE DETIAIi. I 0 i -'r approx. 5,152sf. � 0FUTURE � 35 � } i i Wil 'I i i MOB i RB WITH TOE DOWN Z N W DETAIL) ry I } PARKING i u CUZ-. All r I OWN ., }: 1 t• �> ---21 1t?' :4 .-'• ; r S ErAi3 I I ExisTiN ::--• : • i {4 ,"� . a DRWMAY H , jj 1 I lit' •h A� iY,7 l•:,'ACV j i •Cfi EN 0 • SPECIFIC LOCATION OF 3 Fr. TALL BERM TO BE DONE ON SiTE 9Y THEEl { I AD COEER E . } ORDER i M)OFQ DINFUUCTW rH EXISTING TREESI.A►VVatt " iS I i x u_ # FUTUREi--- EXISTING PARKINS I � �URGENT-` TPATIEN �•.: i L� E IST NG U GE E X.. O U 1 jx CARE — -- — CENTER ♦t �X _ _ -- _.-- CENTER PARKING— • UNDISTURBED AREA r --- �"'• °�"`�'~ _ _ ----`� 41 EXISTING • DRIVEWAY ,` J, is I I: R -an :•®. 1� .!' — - " 283 84 285 �b tWD � 2 k go— go 9Q• r i ti� 184L� I i fid iB-15G�� r r f� te••WLf� �e••WLI� LANDSCAPE PLANTING PLAN PLAN SAW iPEP Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to sheet CO2- Site Plan. ry� 111OT2m: i. fieference SheattFD.9t for pimttlrgsr�lulo andfor City of College Station c odesummmy. 2. Reference Civil Streets foratl proposed grades. S. Reference Civil sheets fortetpdied belrift f Nat To Scale. 1216 windmill court adington, texas 76013 0 1530 p 817.719.1617 No EB 121 2009 f 817.719.1618 www.studiotup.com ISSUE FOR BIDDING AND CONSTRUCTION I ft"a s: t711GG[ IW. LP,01 Z C) iW W —c - W Qu ra6a• Lu to M W o U to �LJcQ Z Cn u�C)Lu2 WCL��. CDs FCn C) J Cn I ft"a s: t711GG[ IW. LP,01 PLANTING NOTES: 1. ALL NON -DIMENSIONED TREE LOCATIONS ARE DIAGRAMMATIC. CONTRACTOR SHALL STAKE OUT ALL INFORMAL TREE LOCATIONS IN FIELD USING COLORED FLAGS FOR EACH DIFFERENT TREE SPECIES FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO EXCAVATION. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 2. SHRUB, GROUNDCOVER & SEASONAL COLOR BED LAYOUTS SHALL BE STAKED FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION. 3. ALL PLANTING BEDS SHALL HAVE A MINIMUM THREE (T) INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. 4. TREES SHALL BE PLANTED AT LEAST FOUR (4') FEET FROM ANY UTILITY LINE, WALLS, OVERHEADS, WALKS, CURBS, EDGING AND OTHER TREES WITHIN THE PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. TREES SHALL ALSO BE PLANTED OUTSIDE ALL UTILITY EASEMENTS AND OUTSIDE A FOUR (41 FEET DIAMETER CLEAR AREA AROUND ALL HYDRANTS. 5. TREES OVERHANGING SIDEWALKS AND PARKING OR PEDESTRIAN AREAS ARE INTENDED TO HAVE A MINIMUM CLEAR TRUNK BRANCHING HEIGHT" OF SEVEN (7') FEET AT MATURITY. 6. TREES OVERHANGING VISIBILITY EASEMENTS OR RIGHT OF WAYS ARE INTENDED TO HAVE A MINIMUM CLEAR TRUNK HEIGHT OF NINE (9) FEET AT MATURITY. T. ALL PLANT MATERIAL SHALL BE MAINTAINED IN.A HEALTHY AND GROWING CONDITION, AND MUST BE REPLACED WITH PLANT MATERIAL OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED DURING CONSTRUCTION OR WARRANTY PERIOD. 8. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING, REMOVAL OF MISCELLANEOUS DEBRIS AND ANY ADDITIONAL FILL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING IN ALL LAWN AREAS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 10. ALL LAWN, SHRUB AND GROUNDCOVERAREAS TO RECEIVE 100% AUTOMATIC IRRIGATION SYSTEM COVERAGE UNLESS NOTED OTHERWISE. ADJUST IRRIGATION DESIGN AS NEEDED TO ACHIEVE THIS RESULT. 11. ALL TURF AREAS TO BE HYDROSEEDED BERMUDA GRASS UNLESS OTHERWISE NOTED. NOTE SOD AREAS. 12. FINAL GRADING SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE IN THE FIELD PRIOR TO PLANING. 13. ANY QUANTITIES ON THIS PLAN (EXPRESS OR IMPLIED) ARE FOR INFORMATION ONLY (PLANT SPACING IS AS INDICATED ON PLANT SCHEDULE` UNLESS OTHERWISE NOTED). IT IS THE CONTRACTOR'S RESPONSIBILITY TO -PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT SCHEDULE REMARKS, 14. PROVIDE STEEL EDGING AS INDICATED ON THESE DRAWINGS. WHERE NO EDGING IS INDICATED PROVIDE A SHOVEL CUT EDGE WITHIN THE GROUNDCOVER OR SHRUB AREAS.. 15. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, UTTER, AND WEEDS AT ALL TIMES DURING CONSTRUCTION. I& REFERENCE THIS SHEET FOR PROTOTYPICAL PLANTING DETAILS. 17. PLANTING MIX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEMS, 972-8314181 (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. 18. TREE BACKFILL TO BE 5051* 150% MIXTURE OF NATIVE SOIL TAKEN FROM TREE PIT 1 ® TREE MIX_ X BY SOIL BUILDING SYSTEMS, 972431.8181(OR APPROVED EQUAL) UNLESS OTHERWISE NOTED. CITY OF COLLEGE STATION LANDSCAPE CODE SUMMARY: GENERAL NOTES: 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE GOVERNING REGULATO>" " REQUIREMENTS. REQUIRED PERMITS SHALL BE OBTAINED BY THE CONTRACTC 2. ALL CONSTRUCTION COVERED BY THESE CONTRACT DOCUMENTS SHAD. BE CONFORMANCE WITH THE LATEST EDITION OF ALL APPLICABLE CITY AND OSHA CODES AND STANDARDS, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND AMENDMENTS. 3. CONTRACTOR TO VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EASEMENTS, BUILDINGS, ROADWAY, CURB AND GUTTERS, UTILITIES AND OTHEF INFORMATION AFFECTING THIS SCOPE OF WORK. THE CONTRACTOR SHALL CONTACT THE OWNERS REPRESENTATIVE FOR DIRECTION ON HOW TO PROCE IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THESE DRAWING; 4. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED IF OBSTRUCTIONS AND/OR DIFFERENCES EXIST ON SITE THAT WERE NOT APPARE DURING COURSE OF DESIGN AND CONSTRUCTION DOCUMENTATION. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO ATTENTION OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SU{ NOTIFICATION. 5. EXCAVATION IN THE VICINITY OF UTILITIES SHALL BE UNDERTAKEN WITH CAR THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE UTILITIES WITH LOCAL AUTHORITIES AND/OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING EXCAVATION. ANY DAMAGES TO UTILITIES SHALL BE REPAIRED IMMEDIATELY NO EXPENSE TO THE OWNER. 6. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE 48 -HOURS PRIOR T COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE 7. CONTRACTOR SHALL COORDINATE MATERIAL STORAGE, PARKING OF VEHICL AND RESTRICTIONS ON WORK WITH OWNER'S REPRESENTATIVE. PARKING OF VEHICLES AND STORAGE OF MATERIALS SHALL NOT BE PERMITTED BENEATH T CANOPY OF EXISTING TREES. 8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO COMPLETE WORK AS SHOWN IN THESE DRAWINGS UNLESS OTHERWISE SPECIFIED. 9. CONTRACTOR(S) RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDITIONS ON A DAILY BASIS BY END OF WORK DAY. 10. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, CONTRACTOR SHALL THOROUGHLY CLEAN PROJECT SITE OF ALL TRASH AND SCRAPS. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FINISH GRADE, INCLUD TAILINGS FROM EXCAVATIONS, WHEEL RUTS, ETC., CAUSED BY CONSTRUCTIO1 0 NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITES SHOWN ON PLANS AND IN -PLANT LIST. IN THE EVENT OF A DIFFERENCE IN QUANTITY, CONTRACTOR TO ASSUME THE COSTLIEST QUANTITY, 2. CONTRACTOR TO CONFIRM MEASUREMENTS OF EXISTING HARDSCAPEAREAS AS WELL AS EXISTING TREES, MEASUREMENTS ON DRAWINGS MAY NOT BE AN ACCURATE REPRESENTATION OF CURRENT SITE CONDITIONS. ADJUSTMENTS IN FIELD WILL BE NECESSARY. THESE ADJUSTMENTS MAY PRODUCE THE NEED FOR MORE OR LESS PLANT MATERIALS. 3. 100% HEAD TO HEAD IRRIGATION COVERAGE FOR ALL AREAS. EXISTING IRRIGATION TO BE ADJUSTED TO ACHIEVE FULL COVERAGE. 4. CONTRACTOR TO PROVIDE A PERMANENT ESTABLISHED LAWN. IF ANNUAL RYE IS REQUIRED DUE TO SEASON, CONTRACTOR TO PROVIDE ORIGINAL LAWN AS SPECIFIED ONCE WEATHER PERMITS PLANTING. ADDITIONAL NOTES REQUIRED BY CITY: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. NOTE: THIS DETAIL REFERS TO ALL SHRUB AND ORNAMENTAL GRASS PLANTINGS UNLESS OTHERWISE NOTED. -----PLANT MATERIAL PER PLANS/ SCHEDULE SPACING PER PLANSISCHEDULE ROOTBALL- SET FLUSH W/ b y GRADE AS SHOWN p O - Z-7, O p O 4 �4`i�;r ref, �'R:,�i?�IC CODE REQUIREMENT SUMMARY: REQUIRED: PROVIDED: POINTS VALUES: SITE AREA: PLANT MATERIAL HATCH PATTERNS REMARKS 264,975.48 S.F. OR 6.083 ACRES minus (} 78,029 s f of UNDISTURBED LAND =186,946.48 S.F. or 4.30 ACRES NIA NIA COULD CONTAIN ALTERNATE PATTERNS. LANDSCAPE POINTS; _ A. 30 POINTS PER 1,000 &F. OF SITE AREA (MIN. 800 POINTS PER SITE) 11,217 POINTS 11,280 POINTS REF. PLANTING SCHEDULE THIS SHEET B. EACH PROJECT MUST CONTAIN 50°/a POINTS ON CANOPY TREES 5,608.50 PTS. (*TOTAL PTS) 10,800 POINTS REF. PLANTING SCHEDULE THIS SHEET C. 300 ADDITIONAL. POINTS REQUIRED FOR EACH 50 L.F. OF FRONTAGE ON A R.O.W. 912 POINTS 1,050 POINTS REF. PLANTING SCHEDULE THIS SHEET D. TOTAL POINTS REQUIRED FOR SITE: 12,129 POINTS 12,330 POINTS REF. PLANTING SCHEDULE THIS SHEET LANDSCAPED AREA: prior to insteiQ ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION A. 100% OF LANDSCAPED AREAS REQUIRED TO BE LIVING MATERIAL IN PARKING LU ca LOT ISLANDS, SWALES, DRAINAGE AREAS AND PARKING SETBACKS YES YES STREETSCAPE REQUIREMENTS: En A. ONE CANOPY TREE PER 25 L.F. ALONG STREET FRONTAGE (2 NON -CANOPY TREES MAY BE SUBSTITUTED FOR 1 CANOPY TREE) 7 (3.5' CAL. TREES) 7 (3.5' CAL. TREES) REF. PLANTING SCHEDULE THIS SHEET PARKING AREAS: NIA NIA A. PARKING AREAS ADJACENT TO A R.O.W. SHALL BE SCREENED FROM THAT R.Q.W. DUE TO PARKING DUE TO PARKING (MIN. T HEIGHT, 2' FROM PARKING AREA) PROXIMITY TO R.O.W. PROXIMITY TO R.O.W. r VISIBILITY TRIANGLES: A. NOTHING IS TO BE PLANTED WITHIN THE VISIBILITY TRA&" SGLES THAT IS 2' OR J I..: Cn GREATER IN HEIGHT. YES YES OUTSIDE STORAGE AREAS: A. ANY 6' UNTREATED VERTICAL SURFACE FOR DUMPSTERS MUST BE ADEQUATELY YES YES, 25 - 5 GAL. AND 30 GAL. SHRUBS REF. PLANTING SCHEDULE THIS SHEET SCREENED. BUFFER YARD REQUIREMENTS NO - NIA NO - NIA. IRRIGATION SYSTEM: A. ALL PLANTING AREAS TO CONTAIN AN UNDERGROUND SPRINKLER SYSTEM. THIS SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZE SENSOR.100% HEAD TO HEAD COVERAGE WITH NO OVERSPRAY ON BUILDING OR SIDEWALKS. 10% POINT CREDIT AWARDED WHERE IRRIGATION SYSTEM IS A RECOGNIZED WATER CONSERVING SYSTEM. IRRIGATION METERS ARE SEPARATE. FROM THE REGULAR WATER SYSTEMS FOR BUILDINGS AND WILL BE SIZED BY CITY ACCORDING TO IRRIGATION DEMAND SUBMITTED BY APPLICANT AND MUST INCLUDE BACKFLOW PREVENTION PROTECTION. YES YES NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITES SHOWN ON PLANS AND IN -PLANT LIST. IN THE EVENT OF A DIFFERENCE IN QUANTITY, CONTRACTOR TO ASSUME THE COSTLIEST QUANTITY, 2. CONTRACTOR TO CONFIRM MEASUREMENTS OF EXISTING HARDSCAPEAREAS AS WELL AS EXISTING TREES, MEASUREMENTS ON DRAWINGS MAY NOT BE AN ACCURATE REPRESENTATION OF CURRENT SITE CONDITIONS. ADJUSTMENTS IN FIELD WILL BE NECESSARY. THESE ADJUSTMENTS MAY PRODUCE THE NEED FOR MORE OR LESS PLANT MATERIALS. 3. 100% HEAD TO HEAD IRRIGATION COVERAGE FOR ALL AREAS. EXISTING IRRIGATION TO BE ADJUSTED TO ACHIEVE FULL COVERAGE. 4. CONTRACTOR TO PROVIDE A PERMANENT ESTABLISHED LAWN. IF ANNUAL RYE IS REQUIRED DUE TO SEASON, CONTRACTOR TO PROVIDE ORIGINAL LAWN AS SPECIFIED ONCE WEATHER PERMITS PLANTING. ADDITIONAL NOTES REQUIRED BY CITY: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. NOTE: THIS DETAIL REFERS TO ALL SHRUB AND ORNAMENTAL GRASS PLANTINGS UNLESS OTHERWISE NOTED. -----PLANT MATERIAL PER PLANS/ SCHEDULE SPACING PER PLANSISCHEDULE ROOTBALL- SET FLUSH W/ b y GRADE AS SHOWN p O - Z-7, O p O 4 �4`i�;r ref, �'R:,�i?�IC I DESCRIPTION �.►L ��r-- w�i: !'.ri �I/I�i�i"��'.�. - �.:i :R:Ii/l i. tai SECTION PLANTING LEGENDINOTES: BED LINE:- GRAPHIC REPRESENTATION ONLY- INDICATES NLYINDICATES SEPERATION OF PLANT SPECIES '" "'---'-- STEEL EDGE TREE VARIETY TREE QUANTPIY .(S -SHRUB, GROUNDCOVER OR VINE VARIETY SHRUB, GROUNDCOVER OR VINE QUANTITY NOTES: 1. ALL PLANTING BEDS SHALL HAVE A MINIMUM THREE (31 INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). 2. PLANTING MIX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEh 972-831-8181 (OR APPROVED EQUAL). 3. TREE BACKFILL TO BE 50% / 50% MIXTURE OF NATIVE SOIL TAKEN FROM TREE PIT / TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181. Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to shoat CO2 -Sits Plan. 3' MULCH LAYER REF. PLANTING NOTEWTHIS SHEET PLANTING MIX TILLED WITH EXISTING SOIL TO 8' MIN. DEPTH - REF. PLANTING NOTES/ THIS SHEET TO SCALE ARBOR TIE BY DEEPROOT (OR APPROVED EQUAL} PLACE TIE AT LOWEST CROTCH OF LOWEST BRANCH ROOTBALL- REMOVE ALL ROPES, WIRES, AND CONTAINERS PRIOR TO PLANTING (IF BALL & BURLAP, REMOVE TOP 1/3 OF BURLAP PRIOR TO PLANTING) - 7 MULCH LAYER REF. PLANTING NOTES/ THIS SHEET - W HIGH WATER RETENTION ION BASIN - 4' DIA. PVC INSPECTION TUBS CUT 1' ABOVE FINISH GRADE, CAP W/ 4' DIA. RUSH GRATE (NDS PART #12 OR APPROVED EQUAL). EXCAVATE TREE PIT 12' AROUND EDGE OF ROOT BALL PROTOTYPICAL TREE PLANTING SECTION 1. A MAINTENANCE CONTRACT IS REQUIRED FOR THIS PROJECT. REFERENCE SPEC. SECTION 02980 2. IT IS THE INTENT OF THE CONTRACT TO PROVIDE THE OWNER WITH A PROJECT SITE THAT IS IN A FIRST CLASS CONDIITON AND PERFORM ALL SERVICES IN A GOOD AND WORKMAN LIKE MANNER TO THE FULL SATISFACTION OF THE OWNER AND CITY. SITE IS TO BE MAINTAINED SO AS TO BE ATTRACTIVE IN APPEAwcE. ALL PLANT MATERIALS AND LAWNS SHALL BE KEPT IN A THY AND VIGOROUS CONDITION, ALL PAVEMENTS AND SURFACES SHALL BE KEPT CLEAN, AND ALL IRRIGATION SHALL BE KEPT FUNCTIONING. PLEASE REFERENCE SPECIFICATION SECTION: 02980 'LANDSCAPE MAINTENANCE' FOR MORE DETAILED INFORMATION REGARDINGTHE MAINTENANCE REQUIREMENTS FOR THIS PROJECT. ADDITIONAL MAINTENANCE ITEMS MAY BE REQUIRED FROM TIME TO TIME IN ORDER TO MAINTAIN THE FIRST CLASS CONDITIONS REQUIRED OF THE PREMISES! NOTE: THIS DETAIL REFERS TO ALLGROUNDCOVER, PLANT MATERIAL PER PLANS/ SCHEDULE PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. SPACING PER K ROOTBALL- SET FLUSH W/ FPLANSISCHEDULE GRADE AS SHOWN r MULCH LAYER- REF. PLANTING NOTESISHEET Ii�J�l*'.-•I.'►/i`�L'r!. .7lT.�l�.i�'.-•t�L�tl�.� ^r4`rwt►/rA -PLANTIN MIXEXISTING SOL TREF. SPECIFICATIONS l UNDISTURBED SUBGRADE PROTOTYPICAL GROUNDCOVER, 3 SECTION NOT TO SCALE --LAWN AREA (UNLESS OTHERWISE NOTED) --FINISH GRADE -STEEL EDGING AS SPECIFIED --MULCH AS SPECIFIED --METAL STAKE --PREPARED PLANTING BED AS SPECIFIED NOTTO NOTES: 1. TREES LESS THAN T CALIPER TO RECIEVEi10 (2) TREE STAKES. T R THAN 3' CALIPER TO RECiEVREE (3) TREE STAKES. CTION TUBE CAPS AND TREE T{ES PER 'S SPECIFICATIONS. 3. REF. PLA I *-NOTES/THIS SHEET 6-0' LONG METAL `TEE POSTS" GREEN W/ WHITE TOPS. INSTALL POSTS MIN. T -W INTO UNDISTURBED SUBGRADE. DON DISTURB ROOTBALL TOP OF ROOTBALL TO BE 2' ABOVE FINISH GRADE r -----FINISH GRADE SCARIFY EDGE OF TREE PIT NO SMOOTH OR CoMPACTD SURFACES TREE BACKFILL MIX F. PLANTING NOTES/ THIS SHEET COMPACTED SO1LfPLAN TING MIX IPA 1 I I MATERIALS SCHEDULE ` STEEL LANDSCAPE EDGING GREEN PAINTED 4' X 3/16' AGGREGATE SYMBOL I DESCRIPTION COLOR PLANT MATERIAL HATCH PATTERNS REMARKS (EXAMPLE PATTERNS ONLY)- ACTUAL DRAWING. WESTERN SUNSET GRAVEL NATURAL COULD CONTAIN ALTERNATE PATTERNS. CONTACT CUSTOM STONE: #972.243.1144 INDICATES MASS PLANTING AREAS OF 6' TO 1.5' REGULARLY SPACED PLANTS. PATTERNS ARE (to be verMed NOT SPECIES SPECIFIC AND COULD BE USED TO REPRESENT MULTIPLE SPECIES. (to be verl8ed YAM architect prior to insWlation) NOTES: 1. ALL PLANTING BEDS SHALL HAVE A MINIMUM THREE (31 INCH MULCH LAYER. MULCH TO BE FINE SHREDDED HARDWOOD MULCH BY SOIL BUILDING SYSTEMS, 972-831-8181 (OR APPROVED EQUAL). 2. PLANTING MIX TO BE LANDSCAPER'S BLEND BEDDING MIX BY SOIL BUILDING SYSTEh 972-831-8181 (OR APPROVED EQUAL). 3. TREE BACKFILL TO BE 50% / 50% MIXTURE OF NATIVE SOIL TAKEN FROM TREE PIT / TREE MIX BY SOIL BUILDING SYSTEMS, 972-831-8181. Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to shoat CO2 -Sits Plan. 3' MULCH LAYER REF. PLANTING NOTEWTHIS SHEET PLANTING MIX TILLED WITH EXISTING SOIL TO 8' MIN. DEPTH - REF. PLANTING NOTES/ THIS SHEET TO SCALE ARBOR TIE BY DEEPROOT (OR APPROVED EQUAL} PLACE TIE AT LOWEST CROTCH OF LOWEST BRANCH ROOTBALL- REMOVE ALL ROPES, WIRES, AND CONTAINERS PRIOR TO PLANTING (IF BALL & BURLAP, REMOVE TOP 1/3 OF BURLAP PRIOR TO PLANTING) - 7 MULCH LAYER REF. PLANTING NOTES/ THIS SHEET - W HIGH WATER RETENTION ION BASIN - 4' DIA. PVC INSPECTION TUBS CUT 1' ABOVE FINISH GRADE, CAP W/ 4' DIA. RUSH GRATE (NDS PART #12 OR APPROVED EQUAL). EXCAVATE TREE PIT 12' AROUND EDGE OF ROOT BALL PROTOTYPICAL TREE PLANTING SECTION 1. A MAINTENANCE CONTRACT IS REQUIRED FOR THIS PROJECT. REFERENCE SPEC. SECTION 02980 2. IT IS THE INTENT OF THE CONTRACT TO PROVIDE THE OWNER WITH A PROJECT SITE THAT IS IN A FIRST CLASS CONDIITON AND PERFORM ALL SERVICES IN A GOOD AND WORKMAN LIKE MANNER TO THE FULL SATISFACTION OF THE OWNER AND CITY. SITE IS TO BE MAINTAINED SO AS TO BE ATTRACTIVE IN APPEAwcE. ALL PLANT MATERIALS AND LAWNS SHALL BE KEPT IN A THY AND VIGOROUS CONDITION, ALL PAVEMENTS AND SURFACES SHALL BE KEPT CLEAN, AND ALL IRRIGATION SHALL BE KEPT FUNCTIONING. PLEASE REFERENCE SPECIFICATION SECTION: 02980 'LANDSCAPE MAINTENANCE' FOR MORE DETAILED INFORMATION REGARDINGTHE MAINTENANCE REQUIREMENTS FOR THIS PROJECT. ADDITIONAL MAINTENANCE ITEMS MAY BE REQUIRED FROM TIME TO TIME IN ORDER TO MAINTAIN THE FIRST CLASS CONDITIONS REQUIRED OF THE PREMISES! NOTE: THIS DETAIL REFERS TO ALLGROUNDCOVER, PLANT MATERIAL PER PLANS/ SCHEDULE PERENNIAL, AND SEASONAL COLOR PLANTINGS UNLESS OTHERWISE NOTED. SPACING PER K ROOTBALL- SET FLUSH W/ FPLANSISCHEDULE GRADE AS SHOWN r MULCH LAYER- REF. PLANTING NOTESISHEET Ii�J�l*'.-•I.'►/i`�L'r!. .7lT.�l�.i�'.-•t�L�tl�.� ^r4`rwt►/rA -PLANTIN MIXEXISTING SOL TREF. SPECIFICATIONS l UNDISTURBED SUBGRADE PROTOTYPICAL GROUNDCOVER, 3 SECTION NOT TO SCALE --LAWN AREA (UNLESS OTHERWISE NOTED) --FINISH GRADE -STEEL EDGING AS SPECIFIED --MULCH AS SPECIFIED --METAL STAKE --PREPARED PLANTING BED AS SPECIFIED NOTTO NOTES: 1. TREES LESS THAN T CALIPER TO RECIEVEi10 (2) TREE STAKES. T R THAN 3' CALIPER TO RECiEVREE (3) TREE STAKES. CTION TUBE CAPS AND TREE T{ES PER 'S SPECIFICATIONS. 3. REF. PLA I *-NOTES/THIS SHEET 6-0' LONG METAL `TEE POSTS" GREEN W/ WHITE TOPS. INSTALL POSTS MIN. T -W INTO UNDISTURBED SUBGRADE. DON DISTURB ROOTBALL TOP OF ROOTBALL TO BE 2' ABOVE FINISH GRADE r -----FINISH GRADE SCARIFY EDGE OF TREE PIT NO SMOOTH OR CoMPACTD SURFACES TREE BACKFILL MIX F. PLANTING NOTES/ THIS SHEET COMPACTED SO1LfPLAN TING MIX IPA 1 I I MATERIALS SCHEDULE ` STEEL LANDSCAPE EDGING GREEN PAINTED 4' X 3/16' AGGREGATE SYMBOL I DESCRIPTION COLOR FINISH REMARKS WESTERN SUNSET GRAVEL NATURAL NATURAL CONTACT CUSTOM STONE: #972.243.1144 0 6' TO 1.5' (#o be verified (to be verMed WWW.CUSTOMSTONE.COM (to be verl8ed YAM architect prior to insWlation) with archfted with amhIteet CONTRACTOR MUST PROVIDE SAMPLE TO i prior to Ine#a11) prior to insteiQ ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION NOT TO SCALE FEB T J 2009 landscape architects 1216 Windmill court adington, texas 76013 p 817.719.1617 If 817.719.1618 www.studio*wp.com ISSUE FOR BIDDING AND CONSTRUCTION I li VL*nr s'haetrm: LPD...01 cn Ca r� Vn W i LU ca LU o ED En C.:) �Wj 2 wCL4U _ >i tj LUCn r J I..: Cn c) I li VL*nr s'haetrm: LPD...01 I i 11 { i { ; FUTURE MOB #02 60,000 SF F i i !! ! l ff ! J''ry� ! L L -IT 3/,r 0 1 v4r; 00000P 31V 9/c A I ve 314V X X—� ------ 1) A V2" 000000" F 27, Ir8!4 -.000000' Vr .000�0'% Ile S' 4800 MTLOWU CONTROLLER 31V 3 WITH 0'-'W'-2'0CW SITE WEA R WITH BUILT_4NN VERIFY POWS 3 FUTURE HOSPITAL4V 'A 3/4- EXPANSION . . . . . . .6. N. 4.- 4 3f4_ 3 V2 V41 I ItIV Z� V WATER MUM ININGAT11ON ONLYI BY e -0 - FUTURE VE111IFY am AND LOCATION EEN 0 r BACMIDW mm" PER CITY CODE r SALL VALVE AND r Y STRAINER 1 40; PATIENT Vr BAOIFLOW AND METER Lot 13 35 0 Ur PROPOSED BED i Block 1 3/4 2 V, TOWER 3/4' ST. JOSEPH 153000 SF d J-01 EDI CENTER 9in /4 Cq L F: 277.00 4 SLEEVE CV, r, 1n LEEVE r x. Y IRRIGATION NO PLAN FORGRADE AREM NOT COVERED Y TION010 SLEEVE% - 3 16 ra S14,EVE I To r hr I Vr 21 45 1 Vr 47 r 27 I VAr fir > IV SL YE 4. S VE 3/Ar 3 . T T 2ro T E LEEVE TE1011PORARYARGATION W. PLANTING. 3/4" 1 42 ALL LAWN M%!SO7M=_ RE FUTU BY IRRIGATION _-E A 4: SLE A REP. PLAN WAnFC� 4: SILLER NOT ALL LAWN NOT I OVERT OUTPATIENT 41 SLEEVE 0 2 4:* SLEEV BY IRRIGATION CENTER* 4' SLEEt 4' SLEEVr LT PARKING Z USE SIDEWALK .1 WITH TOE uuw (SEE DETAIL) e By v U L _1152 GURB WITH TOE DOWN DEIAIQ MA EXIT TC 22 3t4' STINH G 'Vf — — A. _ -- o ! .L T ORAR IRRIGA1104 TEMP"MRIGA7110" R PLAN IR REP. PLANtING PLAN FOR _j LAWN AREAS NOT 04 ALL LAWN AREAS NOT COVERED By umn N BY IRRIGATIOW. C 30' 111 JA 3fe I ve r 3.14- 4L4 L 2 ur-4 — 12 V2`5 Aw I Vr 2 42 278 314" Z"" ..P;Q + — 3i 3/4' 11/4" (p i/r 54 as ri/r ItI v4i _IF4" EV 3/A1 3/4'4- SL r 4" SLEEVE 1 Ett VEI I 44LEEVE 4' SL Ij A_ 4EI5 __q__ LP REE. 77 F can) TEMPORARY IRRIGATION :J� JU WINGED REF. PLANTVIG PLAN FOR -k HEADWALL LP -4 ALL LAWN AREAS NOT COV I FL= 273.25 BY 90GATION 0") PARKI L 1J2• FUTURE MOB #01 r 60,000 SF Ns" r 1EMPORARY IRRIGATION TEMPORARY REF. PLANTING PLAN FOR REF. PLANTRIG _JAWN AREAS NOT 001MD. rz 04 itv BY IRRIGATION 0 0- 7 T T ot �2 18 1 T 281 FUTURE MOB I PARKINGI GRADES E 2' (� 2. 3 � I l '3� - ''. Fq1 M� D g 0:: DETAIL z y a T gy Own 1 EXISTING DRIVEWAY C11 Alt' 41 C4 CV Vr r SPECIFIC LOCA*nON OF 3 FT. Vr 13ERM TO BE DONE ON SITE By THE V2" ARCHITECT OR ENGINEER IN ORDER Ur r 1 To AVOID CONFLICT WITH EXISTING TREES. 3/4. 3/4 3/4 51 3144r" U w4ol ve, -EXISTING FUTURE 3/4 EXISTING PARKING Sts t IRGFN 3Ar T LI nt]TPATIENT I I -I I I I I I I — EXISTING I- F UAHL N Vr JENJER I G LQ 1/r UfK CARE P CENTER GL_ LINE SIZE r AFFF _VA 2 MV WATER METER IRRIGATION ONLY) By me. U_ VERIFY 4' LEEVS CENTER PARKING 2, w PWEFiX rry CODE By L 4' EEVE V. BALL V2. 1 var EX= BETWEEN 8"AOFILCOVAL I DR GE --314- 5 Z. 1/rI V4' 66 '1264 9:1 ; irW' 9 16 11QE gas aa- . I—Sff�_DETAIL S ta LANDSCAPE IRRIGATION PLAN PLAN Not toSeale. This shoat Is for detail reference only. For the proposed landscaping, please refer to sheet CO2- Site Plan. NOTE: ALL IRRIGATION LAYOUT TO BEAMINIMUM OF W FROM EDGE OF BUILDING LINE PER PLANS AND GEO TECHNM REPORT. NOTE. - PLEASE NOTE THATTHIS SYSTEM HAS BEEN DESIGNED TO MEET THE 2009 TEXAS STATE IRRIGATION STANDARDS. THE DESIGN PRESSURE IS 62 PSL Not to Scale. MR, -[CH EXISTING GRADES REFERENCE SHEETS: Reference SheetU.02 for irrigation details and legend. ,STUDIO landscape architects 1216 windmill court arlington, texas 76013 p 817.719.1617 NORTH f 817.719.1618 www.studiotncup.com Ascension Group Architects LLP ArcMiadure Planning Interior Design 1250 E. Copeland Rd. Suibe 900 MingtDri, Tem 760II tel 817.226.1917 f=817.226.1919 wwwmenslongroup.b1z ISSUE FOR BIDDING AND I CONSTRUCTION MCC RFI #019 2-19-09 L1.01, S2.01 In review of Irrigation C -D W sleeves at location noted on Uj M L1.01, Nchal Tincup, Studio Tincup, confirmed — to delete the two V sleeves Ca LU and main line. The LU I.- En ;z LU contractor needs to add I electric valve for the shrub !n Cn zone at left entry. Both < WLU entry sides are on one zone. v" Im LU Cn CL O W 1 1 A . NOTE. - PLEASE NOTE THATTHIS SYSTEM HAS BEEN DESIGNED TO MEET THE 2009 TEXAS STATE IRRIGATION STANDARDS. THE DESIGN PRESSURE IS 62 PSL Not to Scale. MR, -[CH EXISTING GRADES REFERENCE SHEETS: Reference SheetU.02 for irrigation details and legend. ,STUDIO landscape architects 1216 windmill court arlington, texas 76013 p 817.719.1617 NORTH f 817.719.1618 www.studiotncup.com Ascension Group Architects LLP ArcMiadure Planning Interior Design 1250 E. Copeland Rd. Suibe 900 MingtDri, Tem 760II tel 817.226.1917 f=817.226.1919 wwwmenslongroup.b1z ISSUE FOR BIDDING AND I CONSTRUCTION MCC RFI #019 2-19-09 L1.01, S2.01 In review of Irrigation C -D W sleeves at location noted on Uj M L1.01, Nchal Tincup, Studio Tincup, confirmed — to delete the two V sleeves Ca LU and main line. The LU I.- En ;z LU contractor needs to add I electric valve for the shrub !n Cn zone at left entry. Both < WLU entry sides are on one zone. NOTE. - PLEASE NOTE THATTHIS SYSTEM HAS BEEN DESIGNED TO MEET THE 2009 TEXAS STATE IRRIGATION STANDARDS. THE DESIGN PRESSURE IS 62 PSL Not to Scale. MR, -[CH EXISTING GRADES REFERENCE SHEETS: Reference SheetU.02 for irrigation details and legend. ,STUDIO landscape architects 1216 windmill court arlington, texas 76013 p 817.719.1617 NORTH f 817.719.1618 www.studiotncup.com Ascension Group Architects LLP ArcMiadure Planning Interior Design 1250 E. Copeland Rd. Suibe 900 MingtDri, Tem 760II tel 817.226.1917 f=817.226.1919 wwwmenslongroup.b1z ISSUE FOR BIDDING AND I CONSTRUCTION 1 1%vislam W07 Sheet Ns: Willi Cn C) C -D W Uj M t<_ LU CID — LU _j Ca LU C) LU I.- En ;z LU co !n Cn < WLU ZC) Im LU Cn CL O W � Cn 1 1%vislam W07 Sheet Ns: Willi is -.q-z o2- 11, 16 DEMOLITION NOTES: ■ 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 Ljj 04 LZ c. Contact Richard Wallace @ Verizon 821-4752 0wo 000 d. Contact Sam Weido @ CSU (ELectrical) 764-6255rl-_ e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 CINDER BLOCK OX FILTER FABRIC NOT TO COVER DRAIN INLET z _j < W Cl) 2. THIS PLAN IS A GENERAL GUIDELINE FOR THE DEMOLITION REQUIRED FOR THIS PROJECT. THE BID ITEM "DEMOLITION" IS A LUMP SUM ITEM INTENDED TO COVER ALL DEMOLITION REQUIRED FOR SAND BAG PP (T q SAND BAG 3: 5 X THIS PROJECT REGARDLESS OF THE SPECIFIC MENTION OF THE ITEM(S) ON THIS SHEET. ,, FILTER LJL. z OF ALL ITEMS DEMOLISHED WITH THIS WORK. FABRIC HAY BALES _j Uj 3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL Cn LL. 4. WHERE IMPERVIOUS COVER IS REMOVED, THE AREA SHALL BE GRADED TO DRAIN. NO PONDING OR STANDING WATER WILL BE ACCEPTABLE AT THE COMPLETION OF DEMOLITION. ROCK SIZE 3/4" " TO 1-1/2 Z 0 5. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND AND BELOW GROUND UTILITIES DURING DEMOLITION. METAL T -POST •lIll-:La 6. SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL ASSURE THAT THE SITE IS IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AT ALLTIMES. NOTE: AS REQ'D. TO MAINTAIN. do fie 7. THE CONTRACTOR SHALL WORK WITH ALL UTILITY COMPANIES TO PROPERLY DISCONNECT ALL SERVICES TO THE BUILDING. ALL SERVICE LINES SHALL BE CAPPED OR PLUGGED AT THE MAIN, UNLESS OTHERWISE SHOWN ON PLANS. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION U) x C4 M Lf 1) 8. ALL SOIL EXPOSED BY CONSTRUCTION SHALL BE HYDROMULCHED UNLESS WORK ON SITE IMPROVEMENTS CONTINUE. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. lswpp1— 00 9. CONTRACTOR SHALL ENSURE THAT NO DIRT FROM THE PROJECT ACCUMULATES IN THE EXISTING STREETS. IF DIRT OR DEBRIS FROM THE PROJECT SITE ACCUMULATES ON ADJACENT STREETS, THE 2"X4" WIRE MESH GENERAL NOTES: CONTRACTOR SHALL IMMEDIATELY CLEAN THOSE AREAS. *MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE FASTENED TO T=POST 10. CONTRACTOR SHALL PLACE EROSION CONTROL PROTECTION AT APPROPRIATE DOWNSTREAM LOCATIONS TO MINIMIZE SILT AND DEBRIS FROM LEAVING THE CONSTRUCTION SITE AND ENTERING SEDIMENT CONTROL FABRIC FASTENED SECURELY TO ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED By CONSTRUCTION SHALL BE ADEQUATELY THE DRAINAGE SYSTEM. 11. ONCE VEGETATION IS WELL ESTABLISHED THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES (I.E. SILT FENCE, ROCK CHECK DAMS, ETC.) 6" MIN. DEPTH STONE VARIES_ (ASTM D448,3- TO 5" DIAMETER) OVER To j00,_____ GEOTEXTILE FABRIC 50 T-POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL M GROWTH IS ESTABLISHED. IN DEVELOPED AREAS ERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF v M C) 12. STORM WATER STRUCTURAL CONTROLS SHALL BE INSTALLED AS SOON AS PRACTICAL AND MAINTAINED IN GOOD WORKING ORDER UNTIL THE SITE IS STABILIZED. UT WITH SAME SQUARE SPACED 6' APART WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF LAST DISTURBANCE. V) 13. THE CONTRACTOR SHALL COMPLY WITH THE TCEQ STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR COMPLETING AND FILING THE APPROPRIATE FORMS. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL MUST FOLLOW TMUTCD AND BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THIS IS NOT A FOOTAGE. A SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 77 DRAINAGE FLOW. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SEPARATE PAY ITEM. 15. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ELECTRICAL AND WATER AS NEEDED FOR DEMOLITION. EXISTING STREET v STONE IS TO BE MAINTAINED NATURAL GROUND DIRECTION OF FLOW AN N COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 0 z 4" SILT AFTER EVERY RAIN. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH UTILITY COMPANIES AND OWNER TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES. T NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. I 4"X4" MIN. 4" TRENCH n 17. ALL PAVEMENT EDGES BOUNDING THE CONSTRUCTION AREA MATCHING EXISTING SURFACE AND PROPOSED CONSTRUCTION SHALL BE SAW CUT. 18. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO < 19. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FOR DEMOLITION ACTIVITIES. FABRIC ADJACENT PUBLIC STREETS. SUBGRADE SILT FENCE ASSEMBLY v) n < 0 X 20. THE CONTRACTOR SHALL TAKE ANY PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE TO REMAIN IN PLACE. SECTION A -A WP P 1 —: I0::3:1 21. AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL OR WATER. THE AREA SHALL BE MANUALLY COMPACTED AND REPLACED WITH SIMILARS CONSTRUCTION EXIT SILT CONTROL MATERIALS PRIOR TO NEW CONSTRUCTION PLACEMENT. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WINDBLOWN LITTER FROM THE PROJECT SITE. ISWPP1-02 V) W 23. DEMOLITION AND CONSTRUCTION WASTE- SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION AND CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES OF k4ll AND/OR MATERIAL DUMPSTER SHALL BE SUPPLIED BY THE CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 24. ALL TREE STUMPS SHALL BE GROUND TO MINIMUM OF 12" BELOW GRADE. ... ... re :*/ ............ JAMES T BA**T'*E*N**H'*O**R*S**T* ............. I .................. 93631 % AW it NA L 1, on Jan. 26, 5 TX Firm # F-1443 MITCHELL & SILT FENM ASMBLY SWPPI /*�*_x_x-x-x-x-x-X-x_x_X-X-X-X-X- MORGAN, LLP x :: < 32134 EARL RUDDER MY S COLLEGE STATION, IX 77840 IX FIRM# F4443 7 STM DRAIN ox%FIRE LANE FIRE LANE FIRE LANE FIRE E FIRE LANE Mmm FIRE' LANE -FIRE. LANE FIRE LANE FIRE LAN FIRE LANE FIRE LANEW0MF'1,,,, VVWW.M1t"kffXkTXWW.00M SAW CUT PAVEMENT INLET PROM070N.,,..... SWpp1_00 S7(= DRAIN li p 4& Date PROM INLErswiTEM Permit Set 02/03/1':11) SAW CUT PAVEMENT 9saw 30-1 3rKn 3NVI 3UI.4 EMM 3NV-1 3NIJ MOM 3NV'l 3L13 ONSM 3NY1 38IJ 9011=1 3NV-) 3813 3Wn 3814110 3NVI 34IIj I- . . . . . . . . . . . . . X 4 -WL EXISTING WATERLINES TO BE I ABANDONED. WATERLINES SHALL BE REMOVED AS NEEDED .1 21 IND L 6 -WL 6-W - All 8-9YL. L 2.5-W r Nn (kv 7- N'-tA N19- z LANE 121=0 MUM F SAW CUT FIRE LANE FIRE LANE FIRE RE E IRE LANE FIRE LANE FIRE LANE loom F PAVEMENT DOSTING WATERLINESI n TO REMAIN. 61vpilos �E LANE MM000 CA 4C EXISTING LVI 461.1 314 3813 MR11101 3NVI 38I3 MM= 3NV'l I ILI 321I3 WAIM 3NVI 3UId 3NVI 3MA 3NVI 3211) 3NVI 31113 11 (A V-Ct I V,� WU MUM 3 V1 3NI3 MESH 301 381.19000 3Nb I 2 -e' -PVC -EC &U!4 ST. JOSEPH NO 15 000 SF IF LEGEND. EDI CENTER 0 MCONCRETE SIDEWALK TO BE REMOVED E=fl BUILDING TO BE REMOVED CONCRETE PARKING LOT TO 'BE RE OVED On CONCRETE CURB TO BE REMOVED -x-x- SILT FENCE 1461 Sheat NO. pvc 6 -PVC Ii -PVC 6 -PVC vc 6 -PVC - C01 JP I n n Sheet Mee Demolition Plan is -.q-z o2- 11, 16 i I OC W w W W N =0RO 000 JZ� Q U _ = U X wQa� w O I--W00w Cf) CeNm 00� p---�I V11 � O Q! X' V)j Z (Q O z V O In = Q wQ Co X Q O w. LLQ Liv. p Cn W d- CY ,s to JAMES.T:.BATENHORST�� 93631 AAW W �1\ ��NAL.•�1 �� on Jan. 26, 2015 TX Firm F-1443 ! MITCHELL & MORGAN, LLP T.979.M.sm F.979.280.VA4 3204 EARL RUDDER FWY S COLLEGE STATION, TX 77840 TX FIRM# F-1443 www.mitdwwKhxxw.com Dates Permit Set 02/03/15 ! 0 _' • —o V � �+ c rcl m W) W � ~ r'i i N • rM N I pmjwt NO. i 1461 Sheat No. f CO3! Sheat Title ! i Grading Plan I DEMOLITION NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 c. Contact Richard Wallace @ Verizon 821-4752 d. Contact Sam Weido @ CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 2. THIS PLAN IS A GENERAL GUIDELINE FOR THE DEMOLITION REQUIRED FOR THIS PROJECT. THE BID ITEM "DEMOLITION" IS A LUMP SUM ITEM INTENDED TO COVER ALL DEMOLITION REQUIRED FOR THIS PROJECT REGARDLESS OF THE SPECIFIC MENTION OF THE ITEM(S) ON THIS SHEET. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL ITEMS DEMOLISHED WITH THIS WORK. 4. WHERE IMPERVIOUS COVER IS REMOVED, THE AREA SHALL BE GRADED TO DRAIN. NO PONDING OR STANDING WATER WILL BE ACCEPTABLE AT THE COMPLETION OF DEMOLITION. 5. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND AND BELOW GROUND UTILITIES DURING DEMOLITION. 6. SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL ASSURE THAT THE SITE IS IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AT ALL TIMES. 7. THE CONTRACTOR SHALL WORK WITH ALL UTILITY COMPANIES TO PROPERLY DISCONNECT ALL SERVICES TO THE BUILDING. ALL SERVICE LINES SHALL BE CAPPED OR PLUGGED AT THE MAIN, UNLESS OTHERWISE SHOWN ON PLANS. 8. ALL SOIL EXPOSED BY CONSTRUCTION SHALL BE HYDROMULCHED UNLESS WORK ON SITE IMPROVEMENTS CONTINUE. 9. CONTRACTOR SHALL ENSURE THAT NO DIRT FROM THE PROJECT ACCUMULATES IN THE EXISTING STREETS. IF DIRT OR DEBRIS FROM THE PROJECT SITE ACCUMULATES ON ADJACENT STREETS, THE CONTRACTOR SHALL IMMEDIATELY CLEAN THOSE AREAS. 10. CONTRACTOR SHALL PLACE EROSION CONTROL PROTECTION AT APPROPRIATE DOWNSTREAM LOCATIONS TO MINIMIZE SILT AND DEBRIS FROM LEAVING THE CONSTRUCTION SITE AND ENTERING THE DRAINAGE SYSTEM. 11. ONCE VEGETATION IS WELL ESTABLISHED THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES (I.E. SILT FENCE, ROCK CHECK DAMS, ETC.) 12. STORM WATER STRUCTURAL CONTROLS SHALL BE INSTALLED AS SOON AS PRACTICAL AND MAINTAINED IN GOOD WORKING ORDER UNTIL THE SITE IS STABILIZED. 13. THE CONTRACTOR SHALL COMPLY WITH THE TCEQ STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR COMPLETING AND FILING THE APPROPRIATE FORMS. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL MUST FOLLOW TMUTCD AND BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THIS IS NOT A SEPARATE PAY ITEM. 15. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ELECTRICAL AND WATER AS NEEDED FOR DEMOLITION. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH UTILITY COMPANIES AND OWNER TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES. 17. ALL PAVEMENT EDGES BOUNDING THE CONSTRUCTION AREA MATCHING EXISTING SURFACE AND PROPOSED CONSTRUCTION SHALL BE SAW CUT. 18. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 19. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FOR DEMOLITION ACTIVITIES. 20. THE CONTRACTOR SHALL TAKE ANY PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE TO REMAIN IN PLACE. 21. AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL OR WATER. THE AREA SHALL BE MANUALLY COMPACTED AND REPLACED WITH SIMILAR MATERIALS PRIOR TO NEW CONSTRUCTION PLACEMENT. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WINDBLOWN LITTER FROM THE PROJECT SITE. 23. DEMOLITION AND CONSTRUCTION WASTE- SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION AND CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES AND/OR MATERIAL DUMPSTER SHALL BE SUPPLIED BY THE CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 24. ALL TREE STUMPS SHALL BE GROUND TO MINIMUM OF 12" BELOW GRADE. SAND BAG CINDER BLOCK FILTER FABRIC NOT TO COVER DRAIN INLET SAND FILTER FABRIC HAY BALES e ROCK SIZE 3/4 TO 1-1/2" METAL T -POST NOTE: AS REQ'D. TO MAINTAIN. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET P R 0 TE C TI 0 N SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SWPP1=00 2°XWIRE MESH GENERAL NOTES: MINIMUM 12' SHALL BE FULL FASTENED TO T=POST WIDTH OF SITE ENTRANCE SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER FASTENED SECURELY TO HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 6" MIN. DEPTH STONE (ASTM D448, 3" TO (A VARIES METAL T -POST T -POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS DIAMETER) OVER TO 1p0 AS REQ'D. TO INTO A TRENCH AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TILE FABRIC 50 MAINTAIN. SPACED 6' APART WITH COMPACTED BACK FILL SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WITH SAME SQUARE CJ? WITH S LAST DISTURBANCE. FOOTAGE. A, SILT FENCE AND OR / ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED HAY BALES TO BE ACCUMULATE. ALIGN FENCE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY USED IN AREAS OF ALONG SLOPE CONTOURS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DRAINAGE FLOW. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS EXISTING STREET NATURAL GROUND pIREC�r,�.OF FLOW COMPLETE AND THEN REMOVED BY CONTRACTOR. --__� STONE IS TO BE MAINTAINED ,. u 4 ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTE: 6" MIN. DRESS WITH ADDITIONAL 4"X4" MIN. TRENCH 4"I� STONE AS NEEDED. SO AS TO PREVENT / CONSTRUCTION TRAFFIC j GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SILT FENCE ASSEMBLY SECTION A—A SUBGRAOE SWPP1-03 CONSTRUCTION EXIT SILT CONTROL SWPP1-02 LZ N =0000 J Z Q U Z = U X waa� Q O LL- Z Q 1=W0000W tnWNm M U) LJ 77 co O z V 0 i Q O X �-- W (n W d' Z5 AW AV A, OF AW C.1 ; i /....:..........................� / JAMES T. BATENHORST /................................./ 93631 '< o Aw CENSt� AW S AW BONA L •. �� on Jan. 26, 2015 j TX Firm # F-1443 MITCHELL & 1x_*�_*1_*_x-x-x-x-x-x-x-x-x_ xMORGAN, LLP T-x-x-x-x- -M-M-m F.979. 3204 EARL RUDDER FWY S G COLLEGE STATION, TX 77840: TX FIRM# F-1443 DRAIN FIRE LANE FIRE LANE FIRE LANE FIRE E FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LA £ FIRE LANE FIRE LANE WWW.i'ftlbCh911�lr1�fYWf�811.001Y1 PAVEMENT INLET . PROTELiION �.�� �"F SWPPI-00 SAW CUT `�'D'' STORM DRAIN ; ' Date SAW CUT IN PROTEMMSWPP"� Permit Set 02/03/1,5 PAVEMENT ! ` ` 3NV-1 3K3NVl 3UId 3NVi 32Dd 3NV-1 3a1� 3NVi 320 3N11 31113 3NV 13tlld 3NVT ;., 21- a EXISTING WATERLINES TO BE u ABANDONED. WATERLINES REMOVED AS NEEDED. .. p > At 6 -WL 6-W m 3 8 -WL e-WIL "1 !FUN M - 2.5 -WL WL ® C %5 N_n .....,...♦.,• ip� ,_ '� X25 � �� SAW OUT fi3RE LANE FIRE LANE FIRE LANE FIRE E FIRE LANE RIMM FIRE LANE now FIRE LANE I IRE LANE00200 PAVEMENT / EXISTING WATERLINES �? ca TO REMAIN. s 4C i0 4 I/ LVI 4HId 3 ,3b13 3NV1 38I3 3NV'1 3NIJWR=3NV1 32314 3NVi 3HI:IEE=3NV1 32313 3NV1 3MAINUM301 303NVi 3813 3NV1 3BLIMMEM3 V1 323Id 3NVi 32113 MEM 3N� EXISTING W \ _ H 2 -4" -PVC -EC • ST. JOSEPH I. s.I F 1 inch ial.: 20 feet 15,000 LEGEND • EDI CENTER M CONCRETE SIDEWALK TO BE REMOVED o Cfl E::fl BUILDING TO BE REMOVED /0 q&CONCRETE PARKING LOT TO BE REM VED N CONCRETE CURB TO BE REMOVED -x-x- SILT FENCE P10ject No. T"- ____7T / I i I 6 -PVC Sheet No. C01 Sheet Title Demolition Plan 6 qZ Oz•il� 15 P�5 11 / B/C=276.74 B/C=276.E-5 — Lp ff B/C7276.6412 M( v k B/Cr276.69 Itt= I YY / � Y � Y ��I z — — I — — --_ — __j— B/C=276.69 e1 1 s z / B/C=276.64 N(0 , B C=276.68 N 4' ��� � � B C= 76.49 T P=276.06 // T/SW°=276.61 / B/G=276.77 A D / T/SW=276.76 17 FL=275.97 T/SW=276.92 29 FL=275.67 \ PROP SWALE — FL=276.60 GRADE TO DRAIN FL=276.85 u e e E oa FIRE LANE ME FIRE LANE IM FIRE LANE ffM FIRE LANE I= FIRE LANE MW FIRE LANE SM FIRE LANE tRE LANE MM FIRE LANE ME FIRE LANE IM FIR LANE I= FIRE LANE I= FIRE LANE I= FIRE LANE . sN6 z J IAF'=L/`J.Yb JJ \. D G e ° D- D D e De .D D. D y wle-wi. T/1'=275.52 . s o is11 a o � t 1 �g t z p 11 11 11 2�U�t 276 T/ =275.33 xzj=' cn 0.91 / PIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE F E LANE FRE LANE FIRE LANE FIRE LANE FIRE LANE rrU ? I 11rr T/P=275.41 Who Uc^ Q I� U _ = U X waQ�' 0 Z L- Z :1 0 w- 1=W0000w Cf) W04m MITCHELL & MORGAN, LLP 7.979.260.6863 F 978 260.3664 3204'EARL RUDDER FWY S _ i. _ _ -_ COLLEGE STATION, TX 77840 TX FIRM# F-1443 www.mbWWrKbiorpn.com Date Permit Set 02/03/1: Project No. 1461 Sheat No. CO3. Sheet Title Grading Plan U Vo O Z Cfl 0 Z n 7 wQ � cn � Q OX w w Ln RII V) w 01 �P�� OF rF qt+l JAMES-T.-BATENHORST�� .... .....::: 93631 AW - ..• 1 ONA L on Jan. 26, 2015 TX Firm # F-1443 MITCHELL & MORGAN, LLP 7.979.260.6863 F 978 260.3664 3204'EARL RUDDER FWY S _ i. _ _ -_ COLLEGE STATION, TX 77840 TX FIRM# F-1443 www.mbWWrKbiorpn.com Date Permit Set 02/03/1: Project No. 1461 Sheat No. CO3. Sheet Title Grading Plan U j SHAD END (� l I ! 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' PROPOSED .•' 4 `may r. _ _. { •z ��� '< I •t p - » Z$0 n rr . r i' �.i>t ,r nrd t: EE[J L 4 �r. Block 1 '4• ti r4 S r.. •d,• •t• •V' w I r I • !. o � _ •r' r ••r� ST. AI . •p' • S Nh N j 'r' •0 s. j� ' ina • si• J�• '� j[ .TOWER { , •T. •y �! ,�,' r 1 r: „Y •y 's: - -� r::. " r' •-=iii ,•, k' 4 i f .y• •i. •• 't t•' .- s' '•_ 'r-: ' •',t• ,* Jr` `; r . FL=;273%:?,S n� .>' V SF •r• .'r i K:; : yt..i:: ' x r L..,f Lltllt OF LAWN = F. 27 7. o o#01I ! L J •; .' .: I UNDISTURBED AREAI FUTURE MOB • n. I approx• 55,403 s.f. rr; rr. z �l (PHASE Taloa 60,000 S F 4-- —I '' 3 . . 4 • . �, ® a� re9se �a e_+rmr �.m,•> •i •• '� •~~ 4r •,r',• •j • r; •, - - l I • =x ! L t L• -, '.,. . •1A9ITOF .® �t• t• 1 L:T-,\.f•. :Q _ d,•, I •I g¢, . Ft _ +a•' '""'i..•.. '-j•'�� ••,,-•y{•.» ', r »may 4fi '���•. r• r' ' ! ••' •'�W,y„y ybu byy, •. 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' . , •t • . .. a •, _,10.'b r+M tl` . • 6_ • LAWN • 't.• 4 • .r • • . : • tY•w • . .. . •.S •. • r .. . t. \, ♦ q• • • ♦ •. • '•1'E. nye •• � • • • 4dl 1 :_' _ LIMIT OF - WN „� ,• 1JM LIQ VTr TENT r LIMIT FLAWN !' • ' ='= CE TER x `.� - 28, T of 9F o t I �. I I.... - { ARK. Z ���.����..�.•-_ — �� � i USE MOM& ,w..� WITH TOE Nx- iy'ihT 28, I UNDIST(JRBED AREA 1 (SEE DEr� 1 , 's I I I 0 ry ► FUTURE approx. 5x152 sf. � O � x73$ � I I I 'J. r xE*") ^`� ! I { �V10� RS WH r' TOE DOWN i �+. DErAiL) ti n. r I I 1 P�'�,RKI N La's 1 }S'FiN 2i s. , � I I I -•f �' u r� .r I f = t T r . _. -- •�°, :. �,_• .M1• S o�� � �•:':�?• „•. ! Cyt{ � �r. , I EXISi1N.' + i > • DRNEWAY ^ of tv ' { I I CV Ell ' SPECM LOCATION OF 3 Ft. TALL I , o 1 i' BERM TOCT OR BE DONE ON SITE ORDER ® O AVOID CONFUCCTI WITH NEER iNEXIISnNG � : i TiiEES. F •.. :1 �, •� � � ( i �� x a � I 1 x .ISTING FU i EXISTING PARKING :I'i • �` t GENT '� Ct?It�TPATiEN I L1Ntt3OfLA— j UR E IST NG URGENT E ix��:"''•1 1 ENTER P RKf G L4 ''' CARE __ CENTER EI - CENTER PARKING .. ,• � � � � - � _ - ® UNDISTURBED AREA aprox. 1�4�,801is.ff� as -e EXISTING ^• "i. ' tc .-- 2 ASE — .............. � DRivEwAY _ h �' �I lam/ ®. ® +'• ` x y r �—''" 28'' S4 7 1J�11�rC�l vow��� . • # . — 2a� ? E "c"'' �tb •"' r+'^—rte SAW CUT Not to Scale. This sheet is for detail reference only. For the proposed landscaping, please refer to sheet CO2- Site Pian. LANDSCAPE PLANTING PLAN - - -- PLM ri$bP I I I I m I L..',,. � yea ----^"..'"• � rye• __,.. NOM: 1. Referee°e&GMIUM.Otfar warfta be*ft and for City ofWage Skdoncodesummmy. 2. Refetetice GSvit 9heeSs fotatl proposed. 3. Re(eraltceCivNshaetstorrequtsedb�rat+fg Not To Scale.]i-_ 1216 windmill cmd Vington, texas 76013 0 15 �30-�--� p 817.719.1617 ' EB 2002 f 817119.1618 www.studiottncup.com ISSUE FOR BIDDING AND CONSTRUCTION RON= shm N0: LPv01 5.4Z Cn C) 2 C) C.1) Cn—C uj Cn uj _ Q ,. � Cl U ;Lu_�C� Lu CD u' C) L Lj al.caw _ Ld.. Lu co s C < c~r,�Vld�S• RON= shm N0: LPv01 5.4Z SEAL W/ EXPANSION JOINT MATERIAL EDGE ROUNDED TO OR APPROVED EQUAL) standards: Any retesting due to substandard work shall be at the expense. of the Contractor. Structural ) (SONOBORN SL -1 OR APPROVED EQUAL) 1/4 RADIUS 15 MIN. LATERAL REINFORCEMENT areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys andInstall per Manufacture's Specifications LAP SEE PAVEMENT TYPICAL parking areas. Min. Depth = T/4 1/8" to 3/16° SECTIONS) _ ,. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding0 construction activities near energized overhead power lines. Additionally, the contractor shall coordinate 1-71/2" for Sidewalks See Pavement r ^ Q all proposed work and procedures with the City of C.S. Electrical Division. See Pavement Detail 7. All materials & labor not identified as a Separate Bid Item shall be considered Detail - p r d subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise In noted.SECOND POUR \ Q LiJ LONGITUDINAL 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR V JIn 9. All soil ex osed b construction shall receive cellulose fiberm.ulch seedin ( ) REBAR TO BE CENTERED IN SLAB P Y 9 See Detail O 10. Trenches may be left open overnight if properly barricaded. Nw CJOINT, 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private CONTRACTION LONGITUDINAL JOINT (� Utility, e li tc are not separate pay items. The Price of the adjustment shall be subsidiary to the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE construction of Sewer Line, Force Main, etc. STREET CENTERLINE RAMP 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. V ! w d HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item: - „ IDENTIFICATION LOGO TO 14. Temporary spoil areas will be identified on site by owner. HANDICAP SIGN 0� 1 g BE PAINTED ON PAVING E OF T 1 SEE DET.- ,: t.........F 1 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not BE LETTERS SYMBOLS - P . -I• i ��;...,:qs� & STRIPES ON BRIGHT ,,, � , : 1 to be visible from any. public right-of-way or residential district within 150' of the subject lot, � New Concrete Existing Concrete * ;• BLUE BACKGROUND) measured from a point five feet above grade. Such screening shall be coordinated with the building : ✓ * : • * � architecture and scale to maintain a unified appearance. dc% f ..........................:..../ ! PP #4 Bars @ 15 O.C.E.W. / JAMES T. BATENHORST / 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development ✓............. I................... 9 9 p Proposed Reinforcement See Detail Epoxy p 4 WIDE DIAGONAL -o Drill & E ox Proposed „ / 93631 c� Ordinance. The light source shall, not project below an opaque housing and no fixture shall directly � - s 3500 PSI Concrete Reinforcement into Existing STRIPING @ 24 d o� project light horizontally. Fixtures will be mounted in such a manner that the projected cone of fight 6 ConcreteMin. 9" Depth Drill) - O o O.C. ( WHITE + '-.CENSE.•' �'..► does not cross any property line. (Epoxy per TxDot 5016) i �BF•l( `sS�ON.- M al� A L 1_1 17. All dimensions are to the back of curb unless otherwise noted. / �i _. 18. Lots 6 & 9-12 have been determined as shown on the Preliminary\ \ \ \ \ HANDICAPS Plan, to be part of a building \ \ \ \ \ \ \ \ \ \ �� 8 Lime Stabilized Subgrade 2�1 DIAMBTI= _ _ • \ \ \ SYMBOL _. _.. _ lot and as such will be re _ \ \ \ \ \ \ \ i < .: a , on Mar p required to meet the requirements for non residential projects exceeding / / / / / a \\ \\ \\ \\/, \ /, �\ �\ \\ a . (TIP.) X Firmh ..1 F�-12443 150,000 square -feet. - � 2 -9 T 19. 100% coverage of groundcover; decorative paving, decorative rock (not loose), ora perennial grass is P 9 < required in parking- lot islands; swales and drainage areas, the parking lot setback, rights-of-way, .and STANDARD CONCRETE PAVEMENT DETAIL adjacent property disturbed during construction.. NTS HC ����/QO/ D��� \� C� MITCHELL & �Yiu L 20. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back / i Flow Device or a Double -Check Back Flow Device and installed as • BID ALT 1: C " - CONNECT TO EXISTING CONCRETE DETAIL NTS 8' MIN PER PLAN1 3. 8' I p p per City Ordinance 2394. # Change 6 to 8.5 and install on area with cross hatch: MIN MORGAN, LLT'" 21. All Backflow devices must be installed and tested upon installation as per Ordinance 2394. shared drive and emergency drive loop only -NTS T.979.280.69i FILENAME: connect-axial-doncrete.dwg SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands. 43 WSFU 11. Sanitary Demands: 40 DFU 12. No TIA is required per UDO. 13. From Fireflow Report (dated 10-31-2008), Existing EDI - - Building Material Type - IIB, required fire flow=2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI Same as Existing A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance. Rate Map panel 48041cO31OF Effective Date: May 16, 2012.. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 cO325E Effective Date: May 16, 2012. PARKING REQUIREMENTS Existing Building 15,000 SF **LANDSCAPING NOTES; Additional Area = 1396 sf Landscaping shown shall be placed in accordance with the original landscaping Ian 1 space/200 SF=16,396/200 = 82 Parking .Spaces 9 P for the Existing St. Joseph EDI center, dated January 9, 2009. Existing irrigation shall be Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) adjusted by licensed irrigation contractor. Proposed Parking Provided: 'Same as Above : 14 Oct 2004 - 2:0 __. PLO' D: 4 pm FILL M� 5iP.PihO.dw F.979.260. - - - -- 3564• T 9 �!C S ,RIPING ::.:DET_.. l PLOT{ED: 30 May 2008 - .9:36 am '. � : NTS 3204 EARL RUDDER FWY S COLLEGE STATION TX 77840 TX FIRM# F-1443 ;+^hell d www.m an morgan.^om DQEe H.C. PARKING Permit Set 03/12/15 �I i * Use for Van Accessible Handicap Signs VAN AiCCESSIBLE 23" Galvanized Steel Sign Post 2 Lbs. 0') Per Ft. (Install Plumb): ` Note: CA Z Signs made of 3 3 Aluminum lumi u 9 / n m � P With Baked Enamel Reflective � y E Finish _ and Screen -Printed /q ca 2 Bags ofImages for Durability, Colors moi/ Sacrete (Min) Ln Are Blue .& White. Refer to Hand Tamp Texas Accessibility Standards . J As Necessary Section 4.30 for Text Sizing. O Finish Grade \\ A °` \ z • \ o\� mlq (II�D►lillllll I>I III 'II1InIII (I � IpIlllmil \ � %u►► uill�0l , /,\ \��\� \� III B �\� (IIUIIIIIIII�IIIIIIIuIIII "" (III III 12" ( i• ' SIGN INSTALLATION NOTES: TUI III 1. All signs shall be posted on 8 -foot -long, 2-3 8" outside IIII) ii 9 P i 9> / diameter Galvanized Steel Pipe Signposts that weigh two (2) �® pounds per linear foot.I These signposts shall be placed a o foot of d2.5 to iameter into the hor ground. A a minimum of IIIIIIII�I�IIII�IIIII��IIIIIIIII�IIIIIII�II IIS IMI I� 9 three (3) feet in depth. The signpost shall be placed q 'd' vertically plumb in . the center of the hole and secured with a minimum of two (2) sacks of sackcrete. The concrete mix shall be hand tamped as necessary: Project N0. 2. The signs shall be installed so that the bottom of each sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent trovelway. All 1 461 Signposts shall be installed 24 inches from the travelway. Sheet No. 3. The hardware. used to attach the signs to the signposts shall be the same as that currently used by the city. C 0 4. Signs shall be positioned facing perpendicular ` to the parking stoll VAN ACCESSIBLE HANDICAP meet TFtIe 2 - SIGN INSTALLATION DETAIL Site Plan - r 3 SMOOTH DOWEL BAR, See detail 6„ 1/2„ SEAL W/ EXPANSION JOINT MATERIAL for diameter, length and spacing SITE GENERAL CONSTRUCTION NOTES: (SONOBORN SL -1 OR APPROVED EQUAL) (3/4x18" @ 12 O.C. for curbs & concrete pvmt. R R-3"- 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing under ground anuurer pecon 3 Install per Manufacturer Specification 1 2"x18" @ 12" O.C. for sidewalk) /4(� Ty utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of BACKER ROD 1' 48 hours in advance of any excavation. n. t. s v Q. �v G� N 8 F See Pavement CENTER IN SLAB a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 Detail FIRST POUR SECOND POUR C. Contact Richard Wallace @ Verizon 821-4752 FLEXIBLE FOAM �- 3" LONG METAL OR PLASTIC io • d. Contact Sam Weido @ CSU (ELectrical) 764-6255 CEREMAR -) 6" • • • e. Contact Butch Willis @ CSU Water Wastewater 764-3660 ( ) EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN f. Contact Luis Cisneros @ .Atmos Gas (Gas) 229-4627 NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE #4 Bars @ 18° O.C. 2. All construction shall be in accordance .with the current City of College Station (C.S.) Standard CLOSED END AND W OP OL WITH A SUITABLE ST TO HOLD THE -END OF Specifications for Street Construction, n B CS Unified Technical Specifications, p / p ations, Water and Sewer and THE CAP AT LEAST 1 0 OF THE DOWEL BAR. FROM THE END TYPE T i P L � CURB Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE FOR USE WITH CONCRETE PAVEMENT OR APRON GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. NOT A SEPARATE PAY ITEM 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written 3. GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED NTS approval from the City Engineer for any substitution prior to Construction. Requests for changes should LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. include product information and an engineers seal where applicable. The contractor shall be financially INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. EXPANSION JOINT 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart (45' MAX. SPACING UNLESS P and all federal state and local regulations. OTHERWISE INDICATED IN PLANS) 1/4„ WIDE x 1 DEEP GROOVE 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL - herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these W/ FORMED GROOVE (SONOBORN SL -1 SEALANT SEAL W/ EXPANSION JOINT MATERIAL EDGE ROUNDED TO OR APPROVED EQUAL) standards: Any retesting due to substandard work shall be at the expense. of the Contractor. Structural ) (SONOBORN SL -1 OR APPROVED EQUAL) 1/4 RADIUS 15 MIN. LATERAL REINFORCEMENT areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys andInstall per Manufacture's Specifications LAP SEE PAVEMENT TYPICAL parking areas. Min. Depth = T/4 1/8" to 3/16° SECTIONS) _ ,. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding0 construction activities near energized overhead power lines. Additionally, the contractor shall coordinate 1-71/2" for Sidewalks See Pavement r ^ Q all proposed work and procedures with the City of C.S. Electrical Division. See Pavement Detail 7. All materials & labor not identified as a Separate Bid Item shall be considered Detail - p r d subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise In noted.SECOND POUR \ Q LiJ LONGITUDINAL 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR V JIn 9. All soil ex osed b construction shall receive cellulose fiberm.ulch seedin ( ) REBAR TO BE CENTERED IN SLAB P Y 9 See Detail O 10. Trenches may be left open overnight if properly barricaded. Nw CJOINT, 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private CONTRACTION LONGITUDINAL JOINT (� Utility, e li tc are not separate pay items. The Price of the adjustment shall be subsidiary to the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE construction of Sewer Line, Force Main, etc. STREET CENTERLINE RAMP 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. V ! w d HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item: - „ IDENTIFICATION LOGO TO 14. Temporary spoil areas will be identified on site by owner. HANDICAP SIGN 0� 1 g BE PAINTED ON PAVING E OF T 1 SEE DET.- ,: t.........F 1 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not BE LETTERS SYMBOLS - P . -I• i ��;...,:qs� & STRIPES ON BRIGHT ,,, � , : 1 to be visible from any. public right-of-way or residential district within 150' of the subject lot, � New Concrete Existing Concrete * ;• BLUE BACKGROUND) measured from a point five feet above grade. Such screening shall be coordinated with the building : ✓ * : • * � architecture and scale to maintain a unified appearance. dc% f ..........................:..../ ! PP #4 Bars @ 15 O.C.E.W. / JAMES T. BATENHORST / 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development ✓............. I................... 9 9 p Proposed Reinforcement See Detail Epoxy p 4 WIDE DIAGONAL -o Drill & E ox Proposed „ / 93631 c� Ordinance. The light source shall, not project below an opaque housing and no fixture shall directly � - s 3500 PSI Concrete Reinforcement into Existing STRIPING @ 24 d o� project light horizontally. Fixtures will be mounted in such a manner that the projected cone of fight 6 ConcreteMin. 9" Depth Drill) - O o O.C. ( WHITE + '-.CENSE.•' �'..► does not cross any property line. (Epoxy per TxDot 5016) i �BF•l( `sS�ON.- M al� A L 1_1 17. All dimensions are to the back of curb unless otherwise noted. / �i _. 18. Lots 6 & 9-12 have been determined as shown on the Preliminary\ \ \ \ \ HANDICAPS Plan, to be part of a building \ \ \ \ \ \ \ \ \ \ �� 8 Lime Stabilized Subgrade 2�1 DIAMBTI= _ _ • \ \ \ SYMBOL _. _.. _ lot and as such will be re _ \ \ \ \ \ \ \ i < .: a , on Mar p required to meet the requirements for non residential projects exceeding / / / / / a \\ \\ \\ \\/, \ /, �\ �\ \\ a . (TIP.) X Firmh ..1 F�-12443 150,000 square -feet. - � 2 -9 T 19. 100% coverage of groundcover; decorative paving, decorative rock (not loose), ora perennial grass is P 9 < required in parking- lot islands; swales and drainage areas, the parking lot setback, rights-of-way, .and STANDARD CONCRETE PAVEMENT DETAIL adjacent property disturbed during construction.. NTS HC ����/QO/ D��� \� C� MITCHELL & �Yiu L 20. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back / i Flow Device or a Double -Check Back Flow Device and installed as • BID ALT 1: C " - CONNECT TO EXISTING CONCRETE DETAIL NTS 8' MIN PER PLAN1 3. 8' I p p per City Ordinance 2394. # Change 6 to 8.5 and install on area with cross hatch: MIN MORGAN, LLT'" 21. All Backflow devices must be installed and tested upon installation as per Ordinance 2394. shared drive and emergency drive loop only -NTS T.979.280.69i FILENAME: connect-axial-doncrete.dwg SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands. 43 WSFU 11. Sanitary Demands: 40 DFU 12. No TIA is required per UDO. 13. From Fireflow Report (dated 10-31-2008), Existing EDI - - Building Material Type - IIB, required fire flow=2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI Same as Existing A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance. Rate Map panel 48041cO31OF Effective Date: May 16, 2012.. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 cO325E Effective Date: May 16, 2012. PARKING REQUIREMENTS Existing Building 15,000 SF **LANDSCAPING NOTES; Additional Area = 1396 sf Landscaping shown shall be placed in accordance with the original landscaping Ian 1 space/200 SF=16,396/200 = 82 Parking .Spaces 9 P for the Existing St. Joseph EDI center, dated January 9, 2009. Existing irrigation shall be Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) adjusted by licensed irrigation contractor. Proposed Parking Provided: 'Same as Above : 14 Oct 2004 - 2:0 __. PLO' D: 4 pm FILL M� 5iP.PihO.dw F.979.260. - - - -- 3564• T 9 �!C S ,RIPING ::.:DET_.. l PLOT{ED: 30 May 2008 - .9:36 am '. � : NTS 3204 EARL RUDDER FWY S COLLEGE STATION TX 77840 TX FIRM# F-1443 ;+^hell d www.m an morgan.^om DQEe H.C. PARKING Permit Set 03/12/15 �I i * Use for Van Accessible Handicap Signs VAN AiCCESSIBLE 23" Galvanized Steel Sign Post 2 Lbs. 0') Per Ft. (Install Plumb): ` Note: CA Z Signs made of 3 3 Aluminum lumi u 9 / n m � P With Baked Enamel Reflective � y E Finish _ and Screen -Printed /q ca 2 Bags ofImages for Durability, Colors moi/ Sacrete (Min) Ln Are Blue .& White. Refer to Hand Tamp Texas Accessibility Standards . J As Necessary Section 4.30 for Text Sizing. O Finish Grade \\ A °` \ z • \ o\� mlq (II�D►lillllll I>I III 'II1InIII (I � IpIlllmil \ � %u►► uill�0l , /,\ \��\� \� III B �\� (IIUIIIIIIII�IIIIIIIuIIII "" (III III 12" ( i• ' SIGN INSTALLATION NOTES: TUI III 1. All signs shall be posted on 8 -foot -long, 2-3 8" outside IIII) ii 9 P i 9> / diameter Galvanized Steel Pipe Signposts that weigh two (2) �® pounds per linear foot.I These signposts shall be placed a o foot of d2.5 to iameter into the hor ground. A a minimum of IIIIIIII�I�IIII�IIIII��IIIIIIIII�IIIIIII�II IIS IMI I� 9 three (3) feet in depth. The signpost shall be placed q 'd' vertically plumb in . the center of the hole and secured with a minimum of two (2) sacks of sackcrete. The concrete mix shall be hand tamped as necessary: Project N0. 2. The signs shall be installed so that the bottom of each sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent trovelway. All 1 461 Signposts shall be installed 24 inches from the travelway. Sheet No. 3. The hardware. used to attach the signs to the signposts shall be the same as that currently used by the city. C 0 4. Signs shall be positioned facing perpendicular ` to the parking stoll VAN ACCESSIBLE HANDICAP meet TFtIe 2 - SIGN INSTALLATION DETAIL Site Plan - r 3 \� SITE 5 �� R Ty t il- n. t. s v Q. �v G� N 8 F SEAL W/ EXPANSION JOINT MATERIAL EDGE ROUNDED TO OR APPROVED EQUAL) standards: Any retesting due to substandard work shall be at the expense. of the Contractor. Structural ) (SONOBORN SL -1 OR APPROVED EQUAL) 1/4 RADIUS 15 MIN. LATERAL REINFORCEMENT areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys andInstall per Manufacture's Specifications LAP SEE PAVEMENT TYPICAL parking areas. Min. Depth = T/4 1/8" to 3/16° SECTIONS) _ ,. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding0 construction activities near energized overhead power lines. Additionally, the contractor shall coordinate 1-71/2" for Sidewalks See Pavement r ^ Q all proposed work and procedures with the City of C.S. Electrical Division. See Pavement Detail 7. All materials & labor not identified as a Separate Bid Item shall be considered Detail - p r d subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise In noted.SECOND POUR \ Q LiJ LONGITUDINAL 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR V JIn 9. All soil ex osed b construction shall receive cellulose fiberm.ulch seedin ( ) REBAR TO BE CENTERED IN SLAB P Y 9 See Detail O 10. Trenches may be left open overnight if properly barricaded. Nw CJOINT, 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private CONTRACTION LONGITUDINAL JOINT (� Utility, e li tc are not separate pay items. The Price of the adjustment shall be subsidiary to the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE construction of Sewer Line, Force Main, etc. STREET CENTERLINE RAMP 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. V ! w d HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item: - „ IDENTIFICATION LOGO TO 14. Temporary spoil areas will be identified on site by owner. HANDICAP SIGN 0� 1 g BE PAINTED ON PAVING E OF T 1 SEE DET.- ,: t.........F 1 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not BE LETTERS SYMBOLS - P . -I• i ��;...,:qs� & STRIPES ON BRIGHT ,,, � , : 1 to be visible from any. public right-of-way or residential district within 150' of the subject lot, � New Concrete Existing Concrete * ;• BLUE BACKGROUND) measured from a point five feet above grade. Such screening shall be coordinated with the building : ✓ * : • * � architecture and scale to maintain a unified appearance. dc% f ..........................:..../ ! PP #4 Bars @ 15 O.C.E.W. / JAMES T. BATENHORST / 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development ✓............. I................... 9 9 p Proposed Reinforcement See Detail Epoxy p 4 WIDE DIAGONAL -o Drill & E ox Proposed „ / 93631 c� Ordinance. The light source shall, not project below an opaque housing and no fixture shall directly � - s 3500 PSI Concrete Reinforcement into Existing STRIPING @ 24 d o� project light horizontally. Fixtures will be mounted in such a manner that the projected cone of fight 6 ConcreteMin. 9" Depth Drill) - O o O.C. ( WHITE + '-.CENSE.•' �'..► does not cross any property line. (Epoxy per TxDot 5016) i �BF•l( `sS�ON.- M al� A L 1_1 17. All dimensions are to the back of curb unless otherwise noted. / �i _. 18. Lots 6 & 9-12 have been determined as shown on the Preliminary\ \ \ \ \ HANDICAPS Plan, to be part of a building \ \ \ \ \ \ \ \ \ \ �� 8 Lime Stabilized Subgrade 2�1 DIAMBTI= _ _ • \ \ \ SYMBOL _. _.. _ lot and as such will be re _ \ \ \ \ \ \ \ i < .: a , on Mar p required to meet the requirements for non residential projects exceeding / / / / / a \\ \\ \\ \\/, \ /, �\ �\ \\ a . (TIP.) X Firmh ..1 F�-12443 150,000 square -feet. - � 2 -9 T 19. 100% coverage of groundcover; decorative paving, decorative rock (not loose), ora perennial grass is P 9 < required in parking- lot islands; swales and drainage areas, the parking lot setback, rights-of-way, .and STANDARD CONCRETE PAVEMENT DETAIL adjacent property disturbed during construction.. NTS HC ����/QO/ D��� \� C� MITCHELL & �Yiu L 20. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back / i Flow Device or a Double -Check Back Flow Device and installed as • BID ALT 1: C " - CONNECT TO EXISTING CONCRETE DETAIL NTS 8' MIN PER PLAN1 3. 8' I p p per City Ordinance 2394. # Change 6 to 8.5 and install on area with cross hatch: MIN MORGAN, LLT'" 21. All Backflow devices must be installed and tested upon installation as per Ordinance 2394. shared drive and emergency drive loop only -NTS T.979.280.69i FILENAME: connect-axial-doncrete.dwg SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands. 43 WSFU 11. Sanitary Demands: 40 DFU 12. No TIA is required per UDO. 13. From Fireflow Report (dated 10-31-2008), Existing EDI - - Building Material Type - IIB, required fire flow=2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI Same as Existing A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance. Rate Map panel 48041cO31OF Effective Date: May 16, 2012.. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 cO325E Effective Date: May 16, 2012. PARKING REQUIREMENTS Existing Building 15,000 SF **LANDSCAPING NOTES; Additional Area = 1396 sf Landscaping shown shall be placed in accordance with the original landscaping Ian 1 space/200 SF=16,396/200 = 82 Parking .Spaces 9 P for the Existing St. Joseph EDI center, dated January 9, 2009. Existing irrigation shall be Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) adjusted by licensed irrigation contractor. Proposed Parking Provided: 'Same as Above : 14 Oct 2004 - 2:0 __. PLO' D: 4 pm FILL M� 5iP.PihO.dw F.979.260. - - - -- 3564• T 9 �!C S ,RIPING ::.:DET_.. l PLOT{ED: 30 May 2008 - .9:36 am '. � : NTS 3204 EARL RUDDER FWY S COLLEGE STATION TX 77840 TX FIRM# F-1443 ;+^hell d www.m an morgan.^om DQEe H.C. PARKING Permit Set 03/12/15 �I i * Use for Van Accessible Handicap Signs VAN AiCCESSIBLE 23" Galvanized Steel Sign Post 2 Lbs. 0') Per Ft. (Install Plumb): ` Note: CA Z Signs made of 3 3 Aluminum lumi u 9 / n m � P With Baked Enamel Reflective � y E Finish _ and Screen -Printed /q ca 2 Bags ofImages for Durability, Colors moi/ Sacrete (Min) Ln Are Blue .& White. Refer to Hand Tamp Texas Accessibility Standards . J As Necessary Section 4.30 for Text Sizing. O Finish Grade \\ A °` \ z • \ o\� mlq (II�D►lillllll I>I III 'II1InIII (I � IpIlllmil \ � %u►► uill�0l , /,\ \��\� \� III B �\� (IIUIIIIIIII�IIIIIIIuIIII "" (III III 12" ( i• ' SIGN INSTALLATION NOTES: TUI III 1. All signs shall be posted on 8 -foot -long, 2-3 8" outside IIII) ii 9 P i 9> / diameter Galvanized Steel Pipe Signposts that weigh two (2) �® pounds per linear foot.I These signposts shall be placed a o foot of d2.5 to iameter into the hor ground. A a minimum of IIIIIIII�I�IIII�IIIII��IIIIIIIII�IIIIIII�II IIS IMI I� 9 three (3) feet in depth. The signpost shall be placed q 'd' vertically plumb in . the center of the hole and secured with a minimum of two (2) sacks of sackcrete. The concrete mix shall be hand tamped as necessary: Project N0. 2. The signs shall be installed so that the bottom of each sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent trovelway. All 1 461 Signposts shall be installed 24 inches from the travelway. Sheet No. 3. The hardware. used to attach the signs to the signposts shall be the same as that currently used by the city. C 0 4. Signs shall be positioned facing perpendicular ` to the parking stoll VAN ACCESSIBLE HANDICAP meet TFtIe 2 - SIGN INSTALLATION DETAIL Site Plan - herein. Testing shall be provided by a certified laboratory, at the Owners expense, to verify these SEAL W EXPANSION JOINT MATERIAL OR APPROVED EQUAL standards. An retestin due to substandard work shall be at the expense of the Contractor. Structural / EDGE ROUNDED TO ) Y 9 P SONOBORN 5L-1 OR APPROVED EQUAL) 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT - �- areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets alleys and ( / SEE PAVEMENT TYPICAL Y Y Install per Manufactures Specifications LAP ( 7 (0 parking areas. = 1/8 to 3/16 SECTIONS) Z « P 9 Min. Depth T/4 0 - 6. It is the responsibility of the contractor to comply with. all State .and Federal- Regulations regarding 1-1/2" Z for Sidewalks construction activities near energized overhead power lines. Additionally, the contractor shall coordinate See Pavement .. See Pavement _ V J all proposed work and procedures with the City of C.S. Electrical Division. Detail 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item Detail Z ' _117 in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. LONGITUDINAL SECOND POUR W LJL.1 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR (See Detail) REBAR TO BE CENTERED IN SLAB Lia 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 0 X E- 10. Trenches may be left open overnight if properly barricaded. W (/� . CONTRACTION JOINT 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private LONGITUDINAL JOINT ° Utility, etc. are not separate ay items. The Price of the adjustment shall be subsidiaryto the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE , r' construction of Sewer Line, Force Main, etc. STREET CENTERLINE RR4MP 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the W �. location of existing facilities, if necessary. HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item, IDENTIFICATION LOGO TO „ !`voa\\\0� 14. Temporary spoil areas will be identified on site by owner. 1 6 BE PAINTED ON PAVING HANDICAP SIGN m OF -�• - WHITE LETTERS SYMBOLS SEE DET.- p�.•........,,_F,h 15. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not ( �, ; • •, q to be visible from an public right-of-way or residential district within 150' o &STRIPES ON BRIGHT ,, y p g y f the subject lot New Concrete Existing Concrete BLUE BACKGROUND) measured from a point five feet above grade. Such screening shall be coordinated with the building oi,* :.. •,••••.•••.•...,•. *. architecture and scale to maintain a unified appearance. rn -- / JAMES T BATENHORST d = #4 Bars @ 15 O.C.E.W. �..... .................. .® 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development Proposed Reinforcement 4" WIDE DIAGONAL � See Detail Drill & Epoxy Proposed 93631ow Ordinance. The light source shall not project below an opaque housing and no fixture shall directly STRIPING @ 24 ,t♦ �'o�;•., p. ' ��„ w 3500 PSI Concrete Reinforcement into Existing ? 6' o z O.C. WHITE F ' •.CEN5..•• project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light Concrete '(Min. 9' Depth Drill) o ( ) a S does not cross any property line. (Epoxy per TxDot 5016)!ONAL 17. All dimensions are to the back of curb unless otherwise noted. \ HANDICAP 18. Lots 6 & 9-12 have been determined as shown on the ell " 2.4 IAM T h Preliminary Plan, to be part of a building \ \ \ \ \8 Lime Stabilized Sub rad\ \ \ \ E SYMBOL i\\\\ g \\\ °. i 12,2015:: w d t - ...a . lot and as such ill be required o meet the requirements for non-residential projects exceeding / / / / / ° - P q q P J 9 �\ �\ �\ �\ /, \ /, \ /\ /. \ /. \ /. \ �\ �\\;, a P.) TX Firm F 1443.: 150,000 square feet. 9„ 19. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is " STANDAR O RA DETAIL D C NCRETE P 3 8 required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and Q� adjacent property disturbed during construction. NTSM ITCH ELL HC SYMBOL DETAIL 20. Irrigation system must be, protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back _ „ " _ . CONNECT TO EXISTING CONCRETE DETAIL NTS 8 MIN : PER PLAN _ 8 MIN MORGANI.LLP Flow Device, ora Double Check Back Fiow Device, andinstalled as per City Ordinance 2394. BID ALT #1. Change 6 to 8.5 and install on area with cross hatch. I 21. All Backflow devices must be installed and tested upon installationI as per shared drive and emergency drive loop only NTS Ordinance 2394. FILENAME. 7.878.260.6983 PLOTTED• 1 4 oat 2004 - 2.04 Pm STR ®ETAlL F � 978 260 3 -- HC PSI ��G SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU - - Property Boundary ....................................... SMOOTH DOWEL BAR, See detail 6" 1 /2" Z ---a--- Fire Lane SEAL W/ EXPANSION JOINT MATERIAL for diameter, length and spacing Water Line -- Sanitary Sewer Line SITE GENERAL CONSTRUCTION NOTES: (SONOBORN SL -1 OR APPROVED EQUAL) (3/4%18" @ 12 O.C. for curbs & concrete pvmt. Contours R=3" 0 1. It shall be the responsibility of the Contractor to verify the exact locatigh of ALL existing underground round Install per Manufacturer Specification 3/4" (1`2"x18" @ 12" O.C. for sidewalk) , Street Light ly9� utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of BACKER ROD 1., El Water Meter n. t. s. Q \ Fa Q� 48 hours in advance of any excavation. Building Area NOTE: 1. All Radius & Dimensions Shown are Measured to B/C, Unless Otherwise Noted _ CENTER IN SLAB a. Contact Dig Tess @ 1-800-344-8377 See Pav Iment b. Contact Dan Augsburger @ Suddenlink 595-2429 FIRST POUR %% SECOND POUR C. Contact Richard Wallace @ Verizon 821-4752 FLEXIBLE FOAM -) 6" �- 3" LONG METAL OR PLASTIC - d. Contact Sam Weida @ CSU ELectrical 764-6255 ( ) CEREMAR EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 NOTE: DIAMETER OF DOWEL BAR #4 Bars @ 18" O.C. 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. (� TYPE 3 CURB Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE FOR USE WITH CONCRETE PAVEMENT OR APRON City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR.. NOT A SEPARATE PAY ITEM 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written 3. GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED NTS approval from the City Engineer for any substitution prior to Construction. Requests for changes should LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM.INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO include product information and an engineers seal where applicable. The contractor shall be financially BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. responsible for the engineer's time spent reviewing changes and redesigning based on contractors EXPANSION JOINT requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart 45' MAX. SPACING UNLESS P and all federal, state and local regulations. OTHERWISE INDICATED IN PLANS) ) 1/4" WIDE x 1„ DEEP GROOVE 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out ' METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL W/ FORMED GROOVE (SONOBORN SL -1 SEALANT herein. Testing shall be provided by a certified laboratory, at the Owners expense, to verify these SEAL W EXPANSION JOINT MATERIAL OR APPROVED EQUAL standards. An retestin due to substandard work shall be at the expense of the Contractor. Structural / EDGE ROUNDED TO ) Y 9 P SONOBORN 5L-1 OR APPROVED EQUAL) 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT - �- areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets alleys and ( / SEE PAVEMENT TYPICAL Y Y Install per Manufactures Specifications LAP ( 7 (0 parking areas. = 1/8 to 3/16 SECTIONS) Z « P 9 Min. Depth T/4 0 - 6. It is the responsibility of the contractor to comply with. all State .and Federal- Regulations regarding 1-1/2" Z for Sidewalks construction activities near energized overhead power lines. Additionally, the contractor shall coordinate See Pavement .. See Pavement _ V J all proposed work and procedures with the City of C.S. Electrical Division. Detail 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item Detail Z ' _117 in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. LONGITUDINAL SECOND POUR W LJL.1 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR (See Detail) REBAR TO BE CENTERED IN SLAB Lia 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 0 X E- 10. Trenches may be left open overnight if properly barricaded. W (/� . CONTRACTION JOINT 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private LONGITUDINAL JOINT ° Utility, etc. are not separate ay items. The Price of the adjustment shall be subsidiaryto the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE , r' construction of Sewer Line, Force Main, etc. STREET CENTERLINE RR4MP 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the W �. location of existing facilities, if necessary. HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item, IDENTIFICATION LOGO TO „ !`voa\\\0� 14. Temporary spoil areas will be identified on site by owner. 1 6 BE PAINTED ON PAVING HANDICAP SIGN m OF -�• - WHITE LETTERS SYMBOLS SEE DET.- p�.•........,,_F,h 15. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not ( �, ; • •, q to be visible from an public right-of-way or residential district within 150' o &STRIPES ON BRIGHT ,, y p g y f the subject lot New Concrete Existing Concrete BLUE BACKGROUND) measured from a point five feet above grade. Such screening shall be coordinated with the building oi,* :.. •,••••.•••.•...,•. *. architecture and scale to maintain a unified appearance. rn -- / JAMES T BATENHORST d = #4 Bars @ 15 O.C.E.W. �..... .................. .® 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development Proposed Reinforcement 4" WIDE DIAGONAL � See Detail Drill & Epoxy Proposed 93631ow Ordinance. The light source shall not project below an opaque housing and no fixture shall directly STRIPING @ 24 ,t♦ �'o�;•., p. ' ��„ w 3500 PSI Concrete Reinforcement into Existing ? 6' o z O.C. WHITE F ' •.CEN5..•• project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light Concrete '(Min. 9' Depth Drill) o ( ) a S does not cross any property line. (Epoxy per TxDot 5016)!ONAL 17. All dimensions are to the back of curb unless otherwise noted. \ HANDICAP 18. Lots 6 & 9-12 have been determined as shown on the ell " 2.4 IAM T h Preliminary Plan, to be part of a building \ \ \ \ \8 Lime Stabilized Sub rad\ \ \ \ E SYMBOL i\\\\ g \\\ °. i 12,2015:: w d t - ...a . lot and as such ill be required o meet the requirements for non-residential projects exceeding / / / / / ° - P q q P J 9 �\ �\ �\ �\ /, \ /, \ /\ /. \ /. \ /. \ �\ �\\;, a P.) TX Firm F 1443.: 150,000 square feet. 9„ 19. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is " STANDAR O RA DETAIL D C NCRETE P 3 8 required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and Q� adjacent property disturbed during construction. NTSM ITCH ELL HC SYMBOL DETAIL 20. Irrigation system must be, protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back _ „ " _ . CONNECT TO EXISTING CONCRETE DETAIL NTS 8 MIN : PER PLAN _ 8 MIN MORGANI.LLP Flow Device, ora Double Check Back Fiow Device, andinstalled as per City Ordinance 2394. BID ALT #1. Change 6 to 8.5 and install on area with cross hatch. I 21. All Backflow devices must be installed and tested upon installationI as per shared drive and emergency drive loop only NTS Ordinance 2394. FILENAME. 7.878.260.6983 PLOTTED• 1 4 oat 2004 - 2.04 Pm STR ®ETAlL F � 978 260 3 -- HC PSI ��G SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU - - Property Boundary ....................................... Setback Line - - - - Z ---a--- Fire Lane -+ Water Line -- Sanitary Sewer Line SITE Electrical Service Contours b 0 R LC, 'b , Street Light ly9� 1001 Fire Hydrant El Water Meter n. t. s. Q \ Fa Q� Drive/Pavement Area Building Area herein. Testing shall be provided by a certified laboratory, at the Owners expense, to verify these SEAL W EXPANSION JOINT MATERIAL OR APPROVED EQUAL standards. An retestin due to substandard work shall be at the expense of the Contractor. Structural / EDGE ROUNDED TO ) Y 9 P SONOBORN 5L-1 OR APPROVED EQUAL) 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT - �- areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets alleys and ( / SEE PAVEMENT TYPICAL Y Y Install per Manufactures Specifications LAP ( 7 (0 parking areas. = 1/8 to 3/16 SECTIONS) Z « P 9 Min. Depth T/4 0 - 6. It is the responsibility of the contractor to comply with. all State .and Federal- Regulations regarding 1-1/2" Z for Sidewalks construction activities near energized overhead power lines. Additionally, the contractor shall coordinate See Pavement .. See Pavement _ V J all proposed work and procedures with the City of C.S. Electrical Division. Detail 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item Detail Z ' _117 in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. LONGITUDINAL SECOND POUR W LJL.1 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR (See Detail) REBAR TO BE CENTERED IN SLAB Lia 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 0 X E- 10. Trenches may be left open overnight if properly barricaded. W (/� . CONTRACTION JOINT 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private LONGITUDINAL JOINT ° Utility, etc. are not separate ay items. The Price of the adjustment shall be subsidiaryto the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE , r' construction of Sewer Line, Force Main, etc. STREET CENTERLINE RR4MP 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the W �. location of existing facilities, if necessary. HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item, IDENTIFICATION LOGO TO „ !`voa\\\0� 14. Temporary spoil areas will be identified on site by owner. 1 6 BE PAINTED ON PAVING HANDICAP SIGN m OF -�• - WHITE LETTERS SYMBOLS SEE DET.- p�.•........,,_F,h 15. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not ( �, ; • •, q to be visible from an public right-of-way or residential district within 150' o &STRIPES ON BRIGHT ,, y p g y f the subject lot New Concrete Existing Concrete BLUE BACKGROUND) measured from a point five feet above grade. Such screening shall be coordinated with the building oi,* :.. •,••••.•••.•...,•. *. architecture and scale to maintain a unified appearance. rn -- / JAMES T BATENHORST d = #4 Bars @ 15 O.C.E.W. �..... .................. .® 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development Proposed Reinforcement 4" WIDE DIAGONAL � See Detail Drill & Epoxy Proposed 93631ow Ordinance. The light source shall not project below an opaque housing and no fixture shall directly STRIPING @ 24 ,t♦ �'o�;•., p. ' ��„ w 3500 PSI Concrete Reinforcement into Existing ? 6' o z O.C. WHITE F ' •.CEN5..•• project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light Concrete '(Min. 9' Depth Drill) o ( ) a S does not cross any property line. (Epoxy per TxDot 5016)!ONAL 17. All dimensions are to the back of curb unless otherwise noted. \ HANDICAP 18. Lots 6 & 9-12 have been determined as shown on the ell " 2.4 IAM T h Preliminary Plan, to be part of a building \ \ \ \ \8 Lime Stabilized Sub rad\ \ \ \ E SYMBOL i\\\\ g \\\ °. i 12,2015:: w d t - ...a . lot and as such ill be required o meet the requirements for non-residential projects exceeding / / / / / ° - P q q P J 9 �\ �\ �\ �\ /, \ /, \ /\ /. \ /. \ /. \ �\ �\\;, a P.) TX Firm F 1443.: 150,000 square feet. 9„ 19. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is " STANDAR O RA DETAIL D C NCRETE P 3 8 required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and Q� adjacent property disturbed during construction. NTSM ITCH ELL HC SYMBOL DETAIL 20. Irrigation system must be, protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back _ „ " _ . CONNECT TO EXISTING CONCRETE DETAIL NTS 8 MIN : PER PLAN _ 8 MIN MORGANI.LLP Flow Device, ora Double Check Back Fiow Device, andinstalled as per City Ordinance 2394. BID ALT #1. Change 6 to 8.5 and install on area with cross hatch. I 21. All Backflow devices must be installed and tested upon installationI as per shared drive and emergency drive loop only NTS Ordinance 2394. FILENAME. 7.878.260.6983 PLOTTED• 1 4 oat 2004 - 2.04 Pm STR ®ETAlL F � 978 260 3 -- HC PSI ��G SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU - - Property Boundary ....................................... Setback Line - - - - Z ---a--- Fire Lane -+ Water Line -- Sanitary Sewer Line ---� ^•m - Electrical Service Contours 0 R FDC herein. Testing shall be provided by a certified laboratory, at the Owners expense, to verify these SEAL W EXPANSION JOINT MATERIAL OR APPROVED EQUAL standards. An retestin due to substandard work shall be at the expense of the Contractor. Structural / EDGE ROUNDED TO ) Y 9 P SONOBORN 5L-1 OR APPROVED EQUAL) 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT - �- areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets alleys and ( / SEE PAVEMENT TYPICAL Y Y Install per Manufactures Specifications LAP ( 7 (0 parking areas. = 1/8 to 3/16 SECTIONS) Z « P 9 Min. Depth T/4 0 - 6. It is the responsibility of the contractor to comply with. all State .and Federal- Regulations regarding 1-1/2" Z for Sidewalks construction activities near energized overhead power lines. Additionally, the contractor shall coordinate See Pavement .. See Pavement _ V J all proposed work and procedures with the City of C.S. Electrical Division. Detail 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item Detail Z ' _117 in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. LONGITUDINAL SECOND POUR W LJL.1 8. The Contractor must provide construction staking from the information provided on these plans. REINFORCEMENT FIRST POUR (See Detail) REBAR TO BE CENTERED IN SLAB Lia 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 0 X E- 10. Trenches may be left open overnight if properly barricaded. W (/� . CONTRACTION JOINT 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private LONGITUDINAL JOINT ° Utility, etc. are not separate ay items. The Price of the adjustment shall be subsidiaryto the See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE , r' construction of Sewer Line, Force Main, etc. STREET CENTERLINE RR4MP 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the W �. location of existing facilities, if necessary. HANDICAPPED PARKING 13. The contractor is responsible for traffic control. This is not a separate pay item, IDENTIFICATION LOGO TO „ !`voa\\\0� 14. Temporary spoil areas will be identified on site by owner. 1 6 BE PAINTED ON PAVING HANDICAP SIGN m OF -�• - WHITE LETTERS SYMBOLS SEE DET.- p�.•........,,_F,h 15. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not ( �, ; • •, q to be visible from an public right-of-way or residential district within 150' o &STRIPES ON BRIGHT ,, y p g y f the subject lot New Concrete Existing Concrete BLUE BACKGROUND) measured from a point five feet above grade. Such screening shall be coordinated with the building oi,* :.. •,••••.•••.•...,•. *. architecture and scale to maintain a unified appearance. rn -- / JAMES T BATENHORST d = #4 Bars @ 15 O.C.E.W. �..... .................. .® 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development Proposed Reinforcement 4" WIDE DIAGONAL � See Detail Drill & Epoxy Proposed 93631ow Ordinance. The light source shall not project below an opaque housing and no fixture shall directly STRIPING @ 24 ,t♦ �'o�;•., p. ' ��„ w 3500 PSI Concrete Reinforcement into Existing ? 6' o z O.C. WHITE F ' •.CEN5..•• project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light Concrete '(Min. 9' Depth Drill) o ( ) a S does not cross any property line. (Epoxy per TxDot 5016)!ONAL 17. All dimensions are to the back of curb unless otherwise noted. \ HANDICAP 18. Lots 6 & 9-12 have been determined as shown on the ell " 2.4 IAM T h Preliminary Plan, to be part of a building \ \ \ \ \8 Lime Stabilized Sub rad\ \ \ \ E SYMBOL i\\\\ g \\\ °. i 12,2015:: w d t - ...a . lot and as such ill be required o meet the requirements for non-residential projects exceeding / / / / / ° - P q q P J 9 �\ �\ �\ �\ /, \ /, \ /\ /. \ /. \ /. \ �\ �\\;, a P.) TX Firm F 1443.: 150,000 square feet. 9„ 19. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is " STANDAR O RA DETAIL D C NCRETE P 3 8 required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and Q� adjacent property disturbed during construction. NTSM ITCH ELL HC SYMBOL DETAIL 20. Irrigation system must be, protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back _ „ " _ . CONNECT TO EXISTING CONCRETE DETAIL NTS 8 MIN : PER PLAN _ 8 MIN MORGANI.LLP Flow Device, ora Double Check Back Fiow Device, andinstalled as per City Ordinance 2394. BID ALT #1. Change 6 to 8.5 and install on area with cross hatch. I 21. All Backflow devices must be installed and tested upon installationI as per shared drive and emergency drive loop only NTS Ordinance 2394. FILENAME. 7.878.260.6983 PLOTTED• 1 4 oat 2004 - 2.04 Pm STR ®ETAlL F � 978 260 3 -- HC PSI ��G SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU - - Property Boundary ....................................... Setback Line - - - - Easment ---a--- Fire Lane -+ Water Line -- Sanitary Sewer Line ---� ^•m - Electrical Service Contours CATV R FDC Cleanout Street Light T•ansformers 1001 Fire Hydrant El Water Meter Sidewalk Area '5rE Drive/Pavement Area Building Area NOTE: 1. All Radius & Dimensions Shown are Measured to B/C, Unless Otherwise Noted 12. No. TIA is required per UDO. 13. From Fireflow Report (dated 10-31-2008), Existing EDI - Building Material Type - IIB, required fire flow =2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI Same as Existing A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance Rate Map panel 48041cO310F Effective Date: May 16, 2012. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 cO325E Effective Date: May 16, 2012. PARKING REQUIREMENTS **LANDSCAPING NOTES: Existing Building = 15,000 SF Additional Area = 1396 sf Landscaping shown shall be placed in 1 space/200 SF=16,396/200 = 82 Parking Spaces accordance with the original landscaping p for the Existing St. Joseph EDI center, dal January 9, 2009. Existing irrigation shall Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) adjusted by licensed irrigation contractor. Proposed Parking Provided: Same as Above Expansion Joints @ 45' o.c. #3 Rebar @ 12" Centers Contraction Joints @ 5' o.c. Centered Within 4" Concrete (3500 psi) Backfill Backfill _ Wood Float Finish l►[ - - - - - _ FILENAME HC-STRIPING.dwg PLOTTED: 30 May 2008 - 9:38 am NTS 3204 EARL RUDDER FWY S COLLEGE STATION, TX 778401 TX FIRM# F-1443 : Www.mitcheilandmorgan.com H.C. PARKING Permit Set 03/12/15 * Use for Van IL 2 Accessible Handicap +� E Signs d' p VAN CCESSIBLE 2$" Galvanized Steel Sign Post 2 Lbs. K Per Ft. (Install Plumb) ♦ Its Note: l Signs made of 3/32" 'Aluminum Mimi�:. With -Baked Enamel Reflective 02 E Finish and Screen -Printed 2 Bags of n Images for Durability, Colors Sacrete (Min) Are Blue &White. Refer to Hand Tam Texas Accessibility Standards As Necessary Section 4.30 for Text Sizing. Finish Grade VCal LU a W V ` ��llll IIII i \ \ �� II mioilll /\- IIIIIIII�IIIII�III II� , 12" l • SIGN INSTALLATION NOTES: : °IIII (M 1. All signs shall be posted on 8 foot -long, 2-3/8 outside II�IIIIIII�II�) 0 diameter Galvanized Steel Pipe Signposts that weigh two (2) s® min mum perlinear Ii2 5 rto foot.3 0 feet into These signposts he ground A hole placed at least (l�llf�llllll��lll IIIIIIIIIIII�II�IIIIIIII� �l�l I� one -foot in diameter 'shall be dug.or drilled a minimum of three (3) feet in depth. The signpost shall be placed O4 N vertically plumb in the center of the hole and secured with a minimum of two (?�) sacks of sackcrete. The concrete mix shall be hand tomped as necessary. L isrOjCCt NO. 2. The signs shall be installed so that the bottom of. each sign shall be at least 60 fiches, per TAS, above the ground at the �c base of the signpost or above an adjacent travelway. All �ty1 signposts. shall be installed 24 inches from the travelway. Sheat NO. 3. The hardware used to attach the signs to the signposts shall be the same as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stallCO2 VAN ACCESSIBLE HANDICAP Sheet Title SIGN INSTALLATION DETAIL 03= 13. �s Site Plan y-; 55 GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 C. Contact Richard Wallace @ Verizon 821-4752 d. Contact Sam Weida @ CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors - requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provided on these pians. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of . existing facilities, if necessary. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. 17. All dimensions are to the back of curb unless otherwise noted. 18. Lots 6 & 9-12 have been determined, as shown on the Preliminary Plan, to be part of a building plot and as such will be required to meet the requirements for non-residential projects exceeding 150,000 square feet. 19. 100% coverage of roundcover, decorative paving, decorative rock not loose or perennial grass is 9 9 P 9, ( )� P required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way,; and adjacent property disturbed during construction. 20. Irrigation system must be protected by a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double -Check Back Flow Device, and installed as per City Ordinance 2394. 21. All Backflow devices must be installed and tested upon installation as per Ordinance 2394., LEGEND - - Property Boundar, ....................................... Setback Line - - - - Eisment Fire Lane -� Water Line Sanitary Sewer Li - - -� Electrical Service SITE PLAN NOTES: Contours 1. Name of Project: St. Joseph EDI Expansion CATV 2. Legal Description: Lot 13, Block .1 Spring Creek Commons Address of property: 4411 SH6 South R FDC College Station, TX 3. Owner: St. Joseph Health System (61, Cleanout 2801 Franciscan Drive Street Light Bryan, TX 77802 (979) 776-5316 F 11 Transformers 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S.Fire Hydrant College Station, Texas 77845 260-6963 a; Water Meter (979) 5. Architect: Polkinghorn Group Architects, Inc. - Sidewalk Area 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 .6 Drive/Pavement A � :: �s �: � ��' 6. Zoning: GC -OV Building Area 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances NOTE: 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 1. All Radius &Dimensions Shown are 11. Sanitary Demands: 40 DFU Measured to B/C, Unless Otherwise Note 12. No TIA is required per UDO. 13. From Fireflow Report (dated 10-31-2008); Existing EDI Building Material Type - IIB, required fire flow=2500gpm, reduced to 1250 with 50% Sprinkler Reduction Proposed EDI - Some as Existing A portion of Lot 13, Block 1 is located in Zone AE per FEMA's Flood Insurance Rate Map panel 48041cO310F Effective Date: May 16, 2012. A portion of this property is also located above the baseflood elevation per FEMA FIRM panel 48041 cO325E Effective Date: May 16, 2012. PARKING REQUIREMENTS **LANDSCAPING NOTES: Existing Building = 15,000 SF Additional Area = 1396 sf Landscaping shown shall be placed 1 space/200 SF=16,396/200 82 Parking Spaces accordance with the original landsc for the Existing St. Joseph EDI cen January 9, 2009. Existing irrigatioi Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) adjusted by licenser] irrigation conte Proposed Parking Provided: Same as Above STANDARD CONCRETE SIDEWALK DETAIL NTS SMaOTH DOWEL BAR. See detail 6„ 1/2-1 SEAL W/ EXPANSION JOINT MATERIAL for diameter, length and spacing ups (SONOBORN SL -1 OR APPROVED EQUAL) (3%"x18 @ 12" O.C. for curbs &concrete pvmt. R-3" Install per Manufacturer Specification 3 4" 1 2"x18" @ 12" O.C. for sidewalk) P / ( / U� BACKER ROD ca - s See Pavement CENTER IN SLAB -�S�COND DetailFIRST POUROURSITEREMAR FLEXIBLE FOAM _6 LONG METAL OR PLASTIC io , , CE '1 f�` EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER F� TO BE 1 16 GREATER THAN (OR APPROVED EQUAL) / DIAMETER OF DOWEL BAR NOTE: #4 Bars @ 18" O.C. 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1 FROM THE END OF THE DOWEL BAR. TYP E 3 CURB 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE FOR USE WITH CONCRETE PAVEMENT OR APRON O GREATER -WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE. CONTRACTOR. NOT A SEPARATE PAY ITEM 3. GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED NTS C LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. I, INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. _ n. t. s. EXPANSION JOINT (45' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) 1/4" WIDE x 1" DEEP GROOVE METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL ' �`Ll\ ' W/ FORMED GROOVE (SONOBORN SL -1 SEALANT S. SEAL W/ EXPANSION JOINT MATERIAL EDGE ROUNDED TO OR APPROVED EQUAL) SONOBORN SL -1 OR APPROVED EQUAL 1/4" RADIUS 15" MIN.LATERAL REINFORCEMENT Install per Manufacture's Specifications » LAP (SEE PAVEMENT TYPICAL 1 /8 to 3/16' SECTIONS) �. Min. Depth = T/4 O 1-1/2 for Sidewalks See Pavement r n 0 See Pavement . Detail �= Detail nn Z W Q LONGITUDINAL : SECOND POUR nn �- REINFORCEMENT FIRST POUR v , (See Detail) REBAR TO BE CENTERED IN SLAB O X W CONTRACTION JOINT LONGITUDINAL JOINT W t� See detail for spacing LONGITUDINAL JOINT SHALL BE REQUIRED AT THE r' P 9 STREET CENTERLINE RAMP �- 0 U) W HANDICAPPED PARKING L IDENTIFICATION LOGO TO BE PAINTED ON PAVING HANDICAP SIGN OF `l 1, 6„ - SEE DET.- tE......... d (WHITE LETTERS SYMBOLS �P.. .,,..rq t f & STRIPES ON BRIGHT ,r �;• •, J` 4 New Concrete Existing Concrete BLUE BACKGROUND •'.. ...:......................... rn/ JAMES T. BATENHORST #4 Bars @ 15 O.C.E.W. /................................. / { Proposed Reinforcement - 4„ WIDE DIAGONAL -o / See Detail Drill & Epoxy Proposed ; / :• 93631 Reinforcement into Existing STRIPING ® 24 o,�•.,•� p•; w�, f6"* 3500 PSI Concrete 9 o z O.C. WHITE ,; F ' ICE G�`�AW Concrete (Min. 9 Depth Drill) 0 (WHITE) SS ...- (Epoxy per TxDot 5016) - I 0�� . /pNA L -w" \ HANDICAP 2� pIAMET= 8 Lme Stabilized Subgrade( P\ SYMBOL oq!n : . March 12,::201.5.: � TX Firm F-1443 i jl . <. a I STANDARD CONCRETE PAVEMENT DETAIL :. I NTS HC SYMBOL DETAIL MITCHELL . NTS 8 N R PLAN 8 MIN • BID ALT 1: Chane 6° to 8.5" and install on area with cross -hatch: CONNECT TO EX/ST/NG CONCRETE DETAIL _ MI PER MORGAN, LLP shared drive and emergency drive loop only NTS - 7.979.260.6963 FILENAME connect ti PLOTTED: 14 Oct 2004 - 2:04 m F LETUME 4C STRIPINO.dw T .979.260.3564 ` . l . IVIG_ . DETA,. � lC S P PLOTTED: 30 May 2008 - 9:38 am 1 NTS - 3204 EARL RUDDER FWY S COLLEGE STATION TX 77840 TX FIRM# F-1443 • www.mitchallandmorgan.com om j B/C=276.74 i "T B/C=275 �t cv B/C7276 64 B/C 276.69 S 1 I I � II . . . . . . . . . . IV- ...................... M, rr / B/C=276.69 4 r> / B/C=276.64 / b i S 1, eco 7. B C=276.68 (VI A►� X T P=276.06 B/C= 76.49 rV / // d p D e. T/SWd=-276.61 D. B/G=276.77 2, T/SW=276.76 .E,•�E� t E,�,. x ----<' FL=275.97 T/SW=276.92 / CFL=276.60 0 2 FL=275.67 \ PROP SWALE - GRADE TO DRAIN FL=276.85 .. Da d DD., .D d g. .D e . D . w� t� WW W ? N U==coo J Q I� U V7 = Z U XX CL -j O Z LL. Z O Q NW000w V)Q:Nm O Z co O V) =Z = WQ OX iLd - �w V t��W� I JAMES T. ... BAT ./ ENHbWff 0 �.... ............. ........ 93631 -. ,�j F-'���ENS��' G��'�'•r +11� ��NA L •. ��� AV T on Jan. 26, 201'5 TX Firm # F-1443 MITC-4ELL & MORGAN, LLP F. M. MT44. 3204 EARL RUDDER FWY S COLLEGE STATION, TX 77840 TX FIRM# F-1443 WWW.m'rbchelie Khxxw.com j Date Permit Set 02/03/1 Project No. Sheat No. CO3 Sheet Title Gradina Plan 0 N DEMOLITION NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 c. Contact Richard Wallace @ Verizon 821-4752 d. Contact Sam Weido @ CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 2. THIS PLAN IS A GENERAL GUIDELINE FOR THE DEMOLITION REQUIRED FOR THIS PROJECT. THE BID ITEM "DEMOLITION" IS A LUMP SUM ITEM INTENDED TO COVER ALL DEMOLITION REQUIRED FOR THIS PROJECT REGARDLESS OF THE SPECIFIC MENTION OF THE ITEM(S) ON THIS SHEET. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL ITEMS DEMOLISHED WITH THIS WORK. 4. WHERE IMPERVIOUS COVER IS REMOVED, THE AREA SHALL BE GRADED TO DRAIN. NO PONDING OR STANDING WATER WILL BE ACCEPTABLE AT THE COMPLETION OF DEMOLITION. 5. CONTRACTOR SHALL PROTECT ALL ABOVE GROUND AND BELOW GROUND UTILITIES DURING DEMOLITION. 6. SITE SAFETY IS THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL ASSURE THAT THE SITE IS IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AT ALL TIMES. 7. THE CONTRACTOR SHALL WORK WITH ALL UTILITY COMPANIES TO PROPERLY DISCONNECT ALL SERVICES TO THE BUILDING. ALL SERVICE LINES SHALL BE CAPPED OR PLUGGED AT THE MAIN, UNLESS OTHERWISE SHOWN ON PLANS. 8. ALL SOIL EXPOSED BY CONSTRUCTION SHALL BE HYDROMULCHED UNLESS WORK ON SITE IMPROVEMENTS CONTINUE. 9. CONTRACTOR SHALL ENSURE THAT NO DIRT FROM THE PROJECT ACCUMULATES IN THE EXISTING STREETS. IF DIRT OR DEBRIS FROM THE PROJECT SITE ACCUMULATES ON ADJACENT STREETS, THE CONTRACTOR SHALL IMMEDIATELY CLEAN THOSE AREAS. 10. CONTRACTOR SHALL PLACE EROSION CONTROL PROTECTION AT APPROPRIATE DOWNSTREAM LOCATIONS TO MINIMIZE SILT AND DEBRIS FROM LEAVING THE CONSTRUCTION SITE AND ENTERING THE DRAINAGE SYSTEM. 11. ONCE VEGETATION IS WELL ESTABLISHED THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TEMPORARY EROSION CONTROL MEASURES (I.E. SILT FENCE, ROCK CHECK DAMS, ETC.) 12. STORM WATER STRUCTURAL CONTROLS SHALL BE INSTALLED AS SOON AS PRACTICAL AND MAINTAINED IN GOOD WORKING ORDER UNTIL THE SITE IS STABILIZED. 13. THE CONTRACTOR SHALL COMPLY WITH THE TCEQ STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR COMPLETING AND FILING THE APPROPRIATE FORMS. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. ALL TRAFFIC CONTROL MUST FOLLOW TMUTCD AND BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THIS IS NOT A SEPARATE PAY ITEM. 15. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ELECTRICAL AND WATER AS NEEDED FOR DEMOLITION. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH UTILITY COMPANIES AND OWNER TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES. 17. ALL PAVEMENT EDGES BOUNDING THE CONSTRUCTION AREA MATCHING EXISTING SURFACE AND PROPOSED CONSTRUCTION SHALL BE SAW CUT. 18. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 19. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FOR DEMOLITION ACTIVITIES. 20. THE CONTRACTOR SHALL TAKE ANY PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE TO REMAIN IN PLACE. 21. AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL OR WATER. THE AREA SHALL BE MANUALLY COMPACTED AND REPLACED WITH SIMILAR MATERIALS PRIOR TO NEW CONSTRUCTION PLACEMENT. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WINDBLOWN LITTER FROM THE PROJECT SITE. 23. DEMOLITION AND CONSTRUCTION WASTE- SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION AND CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES AND/OR MATERIAL DUMPSTER SHALL BE SUPPLIED BY THE CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 24. ALL TREE STUMPS SHALL BE GROUND TO MINIMUM OF 12" BELOW GRADE. CINDER BLOCK FILTER FABRIC~ --- NOT 1`O COVER 1 DRAIN INLET 0 $ '��a�;;�� ox. SAND BAG ® SAND BAG }z FILTER FABRIC z 1 HAY BALES ROCK SIZE��' 3/4" TO 1-1/2' METAL T—POST NOTE: AS REQ'D. TO MAINTAIN. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT—LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET P R 0 TE C TI 0 N SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. [S-00 2"X4" WIRE MESH GENERAL NOTES: MINIMUM 12' SHALL BE FULL FASTENED TO T=POST WIDTH OF SITE ENTRANCE SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER FASTENED SECURELY TO HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 6" MIN. DEPTH STONE (ASTM D448, 3" TO 0'/ VARIES METAL T—POST T—POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS - 5" DIAMETER) OVER TO j0 50 I AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF GEOTEXTILE FABRIC WITH SAME SQUARE SPACED 6' APART WITH COMPACTED BACK FILL LAST DISTURBANCE. FOOTAGE. `�Ut ALLOW 2.5' TO 5' AT TOE OF A SILT FENCE AND/OR / SLOPE FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED HAY BALES TO BE ACCUMULATE. ALIGN FENCE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY USED IN AREAS OF ALONG SLOPE CONTOURS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE —� DRAINAGE FLOW. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS EXISTING STREET NATURAL GROUND pIREC_nON Of FLOW COMPLETE AND THEN REMOVED BY CONTRACTOR. STONE IS TO BE MAINTAINED _4„ ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. 4"X4" MIN. TRENCH 4"� SO AS TO PREVENT TION j / GEOTEXTILE FROMTTRACKINGTMUDFIONTO FABRIC ADJACENT PUBLIC STREETS. SILT FENCE ASSEMBLY SUBGRADE SECTION A -A SWPP1-03 CONSTRUCTION EXIT SILT CONTROL FSWPP1-02 W WW_N =U c oo J z Q U = = U X a- _< 0 z U_ 2 � Q i=W00000:: tnWNm V / z� O 1 V O X �- w cn 0 � U) W d- OF Aof j* .......................*.. � , JAMES • T. , BATENHORST /, ............ 93631 14, � �G\���. , on Jan. 26, 2015 i TV Cirm A 17-1 AAA SILT RENIX I I MITCHELL & SwPP, x_x-X—x-x-x-x-x-X—x_ x -x -X- x- - - - - - J ( MORGAN, LLP 3204 EARL RUDDER MY S (. x COLLEGE STATION, TX 77840 TX FIRMA# X1443 %p�� wp��N INLEfFIRE LANE FIRE LANE FIRE LANE FIRE E FIRE LANE FIRE LANE FIRE LANE FIRE LANE EIRE LANE FIRE LANE FIRE LANE V�a�w fi,R £ WWW.iY�1O1N1i�O�BiI.�Iii SAW cur 7EC x : PAVEMENTSWPP'_W ��G/o _ k Date INLET�PROTE�CTINON ry• SAW AVEMENT, � ��� ��� SWPF1-00 Permit Set 02/03/15 x X813too=301 3 3d 3NVI 32113 3NVI 3MId REM 3NVI 3UIJ Mmm 3NVI 32314 3NVI 321IJ 3NVI 381.1 V= 3NVI 3P# i 4 WL 21 EXISTING WATERLINES TO BE ABANDONED. WATERLINES SHALL BE REMOVED AS NEEDED. m x m 21� r' 6—WL .. ., e 6 MIL e-iML M "' W 3 ` 2.5—WL 2 &.5 ���/ ` II• ` FIRE LANE UMM FIRE LANE FIRE LANE FIRE E FIRE LANE FIRE LANE FIRE LANE FIR LANE PAVEMENT / EXISTING WATERLINES �? TO REMAIN. 4:,� � e wn \ p t LVI 4813 3N�3813 MUM 3NVI 3W.4 MMM 3NVI 3MIj MUM 3NVI 3814 MUM 3NVI 3813 3NV1 3833 EMM 3NVI 3813 MEMI 3NVI 32313 3NV1 3813 UMMO 3NV1 3813 3 V1 3814 WMW 301 3813 10NO 3NtEXISTING Ak FC m 2-4"—PVC—EC ST. JOSEPH 1 1 imhST 120 feet I hill.. 15,000 SF 31 - LEGEND EDI CENTER/O CONCRETE SIDEWALK TO BE REMOVED o BUILDING TO BE REMOVED CONCRETE PARKING LOT TO BE REMOVED N CONCRETE CURB TO BE REMOVED _ -x—x- SILT FENCE Project No. 14'61 ° Sheat No. n 4 -PVC 6 -PVC I3 -PVC - - 6 -PVC VC 6 -PVC C01 I � I Sheet Mae F3RE L I Demolition Plan GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 b. Contact Dan Augsburger 0 Suddenlink 595-2429 C. Contact Richard Wallace ® Verizon 821-4752 d. Contact Sam Weido @ CSU '(ELectrical) 764-6255 e. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660 f. Contact Luis Cisneros 0 Atmos Gas (Gas) 229-4627 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provided on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. 17. All dimensions are to the back of curb unless otherwise noted. SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU 12. No TIA is required per UDO. This property is located above the limit of detailed study per FEMA's Flood Insurance Rate Map panel 48041 c0310e Effective Date: May 16, 2012. PARKING REQUIREMENTS Existing Building = 15,000 SF Additional Area = 1396 sf 1 space/200 SF=16,396/200 = 82 Parking Spaces Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) Proposed Parking Provided: Same as Above Expansion Joints ® 45' o.c. #3 Rebar 0 12" Centers Centered Within 4" Concrete Contraction Joints ®5' o.c. (3500 psi) Backfill Wood Float Finish -x Backfill SEAL W/ EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail for. diameter, length and spacing (SONOBORN SL -1 OR APPROVED EQUAL) (3/4 x18 @ 12 O.C. for curbs & concrete pvmt. Install per Manufacturer Specification 3/4" (1 &0'x`18" ®12" O.C. for sidewalk) BACKER ROD See Pavement T CENTER IN SLAB Detail FIRST POUR SECOND POUR CEREMAR FLEXIBLE FOAM -� 6" �- 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1 /16" GREATER THAN NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3. GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. EXPANSION J01 N T (45' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) b SEAL W/ EXPANSION JOINT MATERIAL (SONOBORN SL -1 OR APPROVED EQUAL) Install per Manufacture's Specifications 1/8" to 3/16" Min. Depth = T/4 1-1/2" for Sidewalks See Pavement Detail LONGITUDINAL REINFORCEMENT (See Detail) CONTRACTION JOINT, See detail for spacing 7 Ir. ­_ - _- TYPE 3 CURB. FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPAIRTASTE PAY ITEM 1/4" WIDE x 1" DEEP GROOVE TAL KEYWAY PLATE SEAL W/ JOINT MATERIAL I/ FORMED GROOVE (SONOBORN SL -1 SEALANT EDGE ROUNDED TO OR APPROVED EQUA 1/4" RADIUS 15" MIN. (LATERAL REINFORCEMENT LAP (SEE PAVEMENT TYPICAL SECTIONS) See Pavement Detail SECOND POUR FIRST POUR REBAR TO BE CENTERED IN SLAB LONGITUDINAL JOINT LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE New Concrete Existing Concrete HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) 24" IDI n. t. s. HC SYMBOL DETAIL NTS I 8' M I N FILENAME HC-SIRIPING.&I; -, _ HC PLOTTED: 30 May 2008 - 9:36 am TRAFFIC RATED CLEANOUT AND SET AT GRADE 77 / F 2 ADDITIONAL PARKING SPACES TO REPLACE THE REMOVAL OF 2 PARKING SPACES. EXPANSION AND CONTRACTION JOINTING SHALL MATCH EXISTING PAVEMENT. M. rc ,•v' _� + III s 1 � rD. �;W y PROP CURB & GUTTER PROP HC r' RAMP 182 SF OF REPAIR SEE MEP PLANS FOR CONTINUATION INTO BUILDING EXISTING j ST. JOSEPH 15,000 SF j EDI CENTER% A, s-wL 6 -WL, y W y MIA FIRE LANE FIRE LANE FIRE LANE MOSEN FIRE ��.FIRELANE FIRE LANE FIRE LANE FIRE LANE2.5" COPPER WL � s• EXISTING PARKING SPOT TO BE CONNECT TO EXISTING 2.5" WL e�F CONVERTED TO HC SPOT. SEE w I c GRADING PLAN FOR DETAILS. I 4 WL SHALL HAVE J 4' MIN COVER NV"I UI.1 3N///32g3 == 3NTI 32!13 3NV'i 321(.1 3NV-1 32113 3NVl 32113 EMM 3NV-1 3NI-4 3NVi 32113 3NV-1 303NVI 3813 MWZMM 3NV`i 3213 KUM 3 �Fc 2-4 SITE RAMP W W_ N U==O � FS ix Q U Z = U X LLJ cn O Z LL. Z I- Lu 00 Ix tnIXNm V111 1 g0 0 V Z co 0 ^^ Z = 1.1. it WQ V)�0 �. W to O V) W 44" HANDICAP SIGN �►E OF t - SEE DET.- ,�It.. f�. + /........................ JAMESTB ............. . • ATENHORST ... j 4" WIDE DIAGONAL STRIPING ® 24" /����o ,•••�/93631�0• • "ke AW O.C. (WHITE) �+ F`s'••.�ENS. •�0�.'"' ,1 S�ONA L �AW HANDICAP �• �Y r SYMBOL on Jan. 26 2015 i (TT P•) TX Firm 1443 1 a MITCHELL & PLAN 1 8' MIN I MORGAN LLP - I - i m I * 0 I I 7.979.260.6963 STRIIiPING DETAIL- F.879.280.3664 :....NTS 3204 EARL RUDDER MY S COLLEGE STATION, TX 77840 TX FIRIM# F-1443 WWW.fti1tl1CI161I811df1'10wQ8tt.corn l I I - Date H.C. PARKING Permit Set 02/03/151 (i*Use for Van Accessible Handicap Signs VAN A CCESSIBLE 2J" Galvanized Steel Sign Post 2 Lbs. Per Ft. (Install Plumb) Note: Signs made of 3/32" Aluminum With Baked Enamel Reflective E Finish and Screen -Printed 2 Bas of Images for Durability, Colors Sacrete g(Min) Are Blue & White. Refer to Hand To Texm s Accessibility Standards As Necessary Section 4.30 for Text Sizing. Finish Grade 15 �i ° N a 12.. SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8 -foot -long, 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear food! These signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground. A hole at least one -foot in diameter shall be dug or drilled a minimum of three (3) feet in depth. The signpost shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2) sacks of sackcrete. The concrete mix shall be hand tamped as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent trovelway. All signposts shall be installed 24 inches from the travelway. 3. The hardware used to !attach the signs to the signposts shall be the same as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stall 0 N Pmjwt NO. i 1461 CO2 Sheet Title Site Plan GENERAL. CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 C. Contact Richard Wallace @ Verizon 821-4752 d. Contact Sam Weida @ CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Luis Cisneros @ Atmos Gas (Gas) 229-4627 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provided on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. 13. The contractor is responsible, for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building h't t d 1 t ' t' 'f' d SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail / for diameter, length and spacing (SONOBORN SL -1 OR APPROVED EQUAL) (3/4"x18" @ 12" O.C. for curbs & concrete pvmt. Install per Manufacturer Specification3/4" (1/2"x18" @ 12" O.C. for sidewalk) BACKER ROD11 1 See Pavement CENTER IN SLAB Detail FIRST POUR SECOND POUR CEREMAR FLEXIBLE FOAM -I 6" �- 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3. GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. EXPANSION JOINT (45' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) SEAL W/ EXPANSION JOINT MATERIAL (SONOBORN SL -1 OR APPROVED EQUAL) Install per Manufacture's Specifications Min. Depth = T/4 �1 /8" to 3/16" 1-1/2" for Sidewalks See Pavement Detail LONGITUDINAL REINFORCEMENT (See Detail) CONTRACTION JOINT, See detail for spacing '< #4 Bars @ 15" O.C.E.W. r o's _ 3500 PSI Concrete _ TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPAIRA PAY ITEM 1/4" WIDE x 1" DEEP GROOVE METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL W/ FORMED GROOVE (SONOBORN SL -1 SEALANT EDGE ROUNDED TO OR APPROVED EQUAL 1/4" RADIUS 15" MIN. ,LATERAL REINFORCEMENT �LAP (SEE PAVEMENT TYPICAL "� SECTIONS) See Pavement Detail FIRST POUR SECOND POUR REBAR TO BE CENTERED IN SLAB LONGITUDINAL JOINT LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE New Concrete Proposed Reinforcement See Detail Existing Concrete Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) (Epoxy per TxDot 5016) arc I ec ure an sca e o main aln a unl Ie a earance. PP \� \� \X ` \� \8" Lime Stabilized Subgrade \� \W , \� 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development / / / / / / / / i ..° < Ordinance. The light source shall not project below an opaque housin and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light STANDARD CONCRETE PAVEMENT DETAIL does not cross any property line. 17. All dimensions are to the back of curb unless otherwise noted. NTS • BID ALT #1: Change 6" to 8.5" and install on area with cross -hatch: CONNECT TO EXISTING CONCRETE DETAIL shared drive and emergency drive loop only N FILENAME. � LEMnTS let-concrete.dwg PLOTTED 14 Oct 2004 2 :.r P = 104 pm SITE PLAN NOTES: 1. Name of Project: St. Joseph EDI Expansion 2. Legal Description: Lot 13, Block 1 Spring Creek Commons Address of property: 4411 SH6 South College Station, TX 3. Owner: St. Joseph Health System 2801 Franciscan Drive Bryan, TX 77802 (979) 776-5316 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Polkinghorn Group Architects, Inc. 248 Addie Roy Road, Suite B-301 Austin, Texas 78746 (512) 327-4404 6. Zoning: GC -OV 7. Existing Use: EDI Proposed Use: EDI 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 1396 SF ADDITION 10. Water Demands: 43 WSFU 11. Sanitary Demands: 40 DFU 12. No TIA is required per UDO. This property is located above the limit of detailed study per FEMA's Flood Insurance Rate Map panel 48041 cO31 Oe Effective Date: May 16, 2012. PARKING REQUIREMENTS Existing Building = 15,000 SF Additional Area = 1396 sf 1 space/200 SF=16,396/200 = 82 Parking Spaces Existing Parking Provided: 82 Parking Spaces (8 Handicap Parking Spaces Included) Proposed Parking Provided: Same as Above Expansion Joints @ 45' o.c. #3 Rebar @ 12" Centers Contraction Joints @ 5' o.c. Centered Within 4 Concrete (3500 psi) ckfillBackfill Wood Float Finish >J HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) 24" DI HC SYMBOL DETAIL NTS 8' M I N FILENAME: HC-SIRIPING.dw 9 PLOTTED: 30 May 2008 - 9:38 am HC REPLACE CLEANOUT WITH TRAFFIC RATED CLEANOUT AND SET AT GRADE / T 2 ADDITIONAL PARKING SPACES TO REPLACE THE REMOVAL OF 2 PARKING SPACES. EXPANSION AND CONTRACTION JOINTING SHALL MATCH EXISTING PAVEMENT. i . �®0 vy . • It N-11 ��������r 111111 PROP CURB & GUTTER PROP HC RAMP 182 SF OF SIDEWALK REPAIR SEE MEP PLANS FOR CONTINUATION EXISTING j ST. J,OSEPH j 15,000 SF j EDI CENTER% A � � D. 3 ZT- 6_WL 6 -WL &-n FIRE LANE FIRE LANE FIRE LAN£ FIR£ NSEFIR£ LANE FIRE LANE FIRE LANE FSR 34 LF OF 2.5" COPPER WIL \?:. FIR£ LANE EXISTING PARKING SPOT TO BE CONNECT TO EXISTING 2.5" WIL �e CONVERTED TO HC SPOT. SEE JIM )FGRADING PLAN FOR DETAILS. fi4 ' WL SHALL HAVE 4' MIN COVER INWI 4111% 3N)q3NId 3NV1 3813 3NV1 3819 3NV-I 32119 3NV1 32119 0= 3NV1 3819 3NV1 32119 MUM 3NV-1 32119 3NV1 38IzI MUM= 3NV1 32119 MOM 3 �Fc 2-4' 1 inch � 20 feet 1 SITE Hip. RAMP IMFORY64 M10, F- W!CV U==000 J Z Q W U Q _ = U X WaQ1.�1 OZLL- Z 7 0 1-W00w (nWNm 12. SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8 -foot -long, 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear footThese signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground. A hole at least one -foot in diameter shall be dug or drilled a minimum of three (3) feet in depth. The signpost shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2)' sacks of sackcrete. The concrete mix shall be hand tamped 'as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent travelway. - All signposts shall be installed 24 inches from the trovelway. 3. The hardware used to attach the signs to the signposts shall be the same as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stall Date Permit Set 02/03/1 ft 0 40 N Sheat Title Site Plan � I'* Use for Van u d0 Signs > V) L! � Z cfl Per Ft. (Install Plumb) Note: ,0 Signs made of 3/32" Aluminum n= With Baked Enamel Reflective LL1 Q Finish and Screen -Printed m Images for Durability, Colors X Q LAOW Hand TamP C As Necessary Section 4.30 for Text Sizing. 9 r- Finish Grade V) W d' HANDICAP SIGN - SEE DET.-�P�• OF \k ��� ., X + .r g r• •• *• ..*� a j � N �• JAMES • T. • BATENHORST 4" WIDE DIAGONAL STRIPING @ 24" ' ��/+�o••••`/93631�0••• ��i O.C. (WHITE) FS'••.CENS G= �ONAL••�� HANDICAP + SYMBOL (TT P•) , on Jan. 26, 2015 TX Firm F-1443 MITCHELL & 8' MIN MORGAN, LLP T.978.260.�63 _ ETAIL` F.S78'8.2�0e� Y .�7i�� a .. i 3204 EARL RUDDER MY S COLLEGE STATION, TX 77840 TX FIRM# F-1443 www.mibche Wrdniorpn.corn 12. SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8 -foot -long, 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear footThese signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground. A hole at least one -foot in diameter shall be dug or drilled a minimum of three (3) feet in depth. The signpost shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2)' sacks of sackcrete. The concrete mix shall be hand tamped 'as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent travelway. - All signposts shall be installed 24 inches from the trovelway. 3. The hardware used to attach the signs to the signposts shall be the same as that currently used by the city. 4. Signs shall be positioned facing perpendicular to the parking stall Date Permit Set 02/03/1 ft 0 40 N Sheat Title Site Plan I'* Use for Van Accessible Handicap Signs VAN CCESSIBLE 28" Galvanized Steel Sign Post 2 Lbs. Per Ft. (Install Plumb) Note: Signs made of 3/32" Aluminum With Baked Enamel Reflective E Finish and Screen -Printed 2 Bas of g(Min) Images for Durability, Colors Sacrete �' Are Blue & White. Refer to Hand TamP Texas Accessibility Standards As Necessary Section 4.30 for Text Sizing. 9 Finish Grade a j � N a..44 \\ 12. SIGN INSTALLATION NOTES: 1. All signs shall be posted on 8 -foot -long, 2-3/8" outside diameter Galvanized Steel Pipe Signposts that weigh two (2) pounds per linear footThese signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground. A hole at least one -foot in diameter shall be dug or drilled a minimum of three (3) feet in depth. The signpost shall be placed vertically plumb in the center of the hole and secured with a minimum of two (2)' sacks of sackcrete. The concrete mix shall be hand tamped 'as necessary. 2. The signs shall be installed so that the bottom of each sign shall be at least 60 inches, per TAS, above the ground at the base of the signpost or above an adjacent travelway. - All signposts shall be installed 24 inches from the trovelway. 3. The hardware used to attach the signs to the signposts shall be the same as that currently used by the city. 4. 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I � ••I TREES. t ; .� °�'�� � Q� ( I x� .� RE X �cISTiNG � FST _ • , i � (�/��`®JjA�\ RISING p fyp.. � � � I • EX_ N 'ie/ i ! � 'IL•!�: i J _ ..• �\i�i� % �$• '°x>� y_ _-.••• ._..,,,,- ...•••' URGENT � OUTPATIEN 1^ 71 x E IST NG URGE NT CAE j(Ail!ifN:� EN ER P RKI G L© CENTER CARE_ ' . [ 11�` � ..-••"- '•'... rte°°° � OE. -ENTER PARKING j: UNDISTURBED AREA ® C/ : r: � •y ' � ® -----' _.•--' ""- ,� >� "�� of �,•_„•_ of _ — — — Ala rox.14,801 s.fa uE — CID vow ASETW%� EXISTING • `i } ` DRIVEWAY•` / �a G � 'I. •. � "t `� `,S tr .� �' � �� of • �" aL � .-- •r"..•----'. 0e'' �~ °E rL8+1' rL8 S 2 7 „®. -.•• .. - - of 2$"' 84 2$y tb $r (j`Gn.- eJ'�{ ' , (TUJ 1's`'I �'1W� "•-^' ",� ''�'a C Yj' rL bm6 c� _r 0E aE F 4an W� r •� • � _..n OE— nr uc-• - 901 San �----- v'•. -- /'11 L J ! -. t I rA 18-YFL i ! goo, 16 -WL aE of of SAW CUT LANDSCAPE PLANTING PLAN PLM 01 11 I ( , Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd, Suite 500 Arlington, Texas 76011 tel 817.226.1917 jtzx817.226.1919 www n i . iz .rice s an nou b g p ISSUE FOR RIDDING AND CONSTRUCTION k—, MATCH NOTES: 1• Reference Sheet iIfar planBngschedule and for City of College 3tallon codesummary. 2. Reference Civil Sheets for ail proposed grades. 3. Reference Civil sheets for required benning. 9 R R (D lk � t'i't -Eed �hrea . � o �r'ee ��. ISis on S 1 • we W W re_ I aceya,35/)bv*e5 torrexrt � a45 in'ece� v to mv I de Came ae:3 - C iC SCALE: 1"= W,0' ��. 0 15 30 60 *STUDIO C) landscape architects 1216 windmill court Arlington, texas 76013 p 817.719.1617 N 1 2, 2009 f 817.719.1618 www.studiotncup.com I Revisions: 2008-035 Sheet No: LPm01 Cn gal W_ ' 1 5�` 0 288 Z CD U r CC) ij Cn ALI-` C.0LU UJI W � � CD LD ED n c) Uj ...� 2 lam. � ., U_ WCL ® s � F— Q � .J Cn k—, MATCH NOTES: 1• Reference Sheet iIfar planBngschedule and for City of College 3tallon codesummary. 2. Reference Civil Sheets for ail proposed grades. 3. Reference Civil sheets for required benning. 9 R R (D lk � t'i't -Eed �hrea . � o �r'ee ��. ISis on S 1 • we W W re_ I aceya,35/)bv*e5 torrexrt � a45 in'ece� v to mv I de Came ae:3 - C iC SCALE: 1"= W,0' ��. 0 15 30 60 *STUDIO C) landscape architects 1216 windmill court Arlington, texas 76013 p 817.719.1617 N 1 2, 2009 f 817.719.1618 www.studiotncup.com I Revisions: 2008-035 Sheet No: LPm01 gal W_ ' 1 5�` 0 288 r ry k—, MATCH NOTES: 1• Reference Sheet iIfar planBngschedule and for City of College 3tallon codesummary. 2. Reference Civil Sheets for ail proposed grades. 3. Reference Civil sheets for required benning. 9 R R (D lk � t'i't -Eed �hrea . � o �r'ee ��. ISis on S 1 • we W W re_ I aceya,35/)bv*e5 torrexrt � a45 in'ece� v to mv I de Came ae:3 - C iC SCALE: 1"= W,0' ��. 0 15 30 60 *STUDIO C) landscape architects 1216 windmill court Arlington, texas 76013 p 817.719.1617 N 1 2, 2009 f 817.719.1618 www.studiotncup.com I Revisions: 2008-035 Sheet No: LPm01 gal W_ ' 0 288 r ry k—, MATCH NOTES: 1• Reference Sheet iIfar planBngschedule and for City of College 3tallon codesummary. 2. Reference Civil Sheets for ail proposed grades. 3. Reference Civil sheets for required benning. 9 R R (D lk � t'i't -Eed �hrea . � o �r'ee ��. ISis on S 1 • we W W re_ I aceya,35/)bv*e5 torrexrt � a45 in'ece� v to mv I de Came ae:3 - C iC SCALE: 1"= W,0' ��. 0 15 30 60 *STUDIO C) landscape architects 1216 windmill court Arlington, texas 76013 p 817.719.1617 N 1 2, 2009 f 817.719.1618 www.studiotncup.com I Revisions: 2008-035 Sheet No: LPm01