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HomeMy WebLinkAboutConstruction DrawingsNOT TO SCALE', 11 DEVELOPER: CAPROCK TEXAS JESSE DURDEN, PRESIDENT 110 LINCOLN AVE., SUITE 103 COLLEGE STATION, TEXAS 77840 OWNER: DUNLAP FAMILY TRUST JILL MARY DUNLAP, TRUSTEE 3104 BROADMOOR DRIVE BRYAN, TX 77802 Q' � `� � o � ��� IIF� ���I 1 �� �� ICE � IIP' A 9 -17 -7 A -I - 0 -V r -1 -7 - 0 OSS-.d-,.- --N u 0 L"I"dLi k-y En c h u, 1 in 9 u V S -7 -1 0 A wq, TBPE FIRM REGISTRATION NO. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 *: .......... JOSEPHP.SCHULTZ `..........658.........;.. • � ����� 2 F-12327 SCHULTZ ENGINEERING, LLC. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E. #65889 ON JUNE 22, 2012 ISSUED FOR CONSTRUCTION REVISION 2 SCHEDULE OF SHEETS SHEET 1 SITE PLAN SHEET 2 GRADING & DRAINAGE PLAN SHEET 3 GRADING & DRAINAGE PLAN SHEET 4 PAVEMENT PLAN SHEET 5 EROSION CONTROL & UTILITY PLAN SHEET 6 TxDOT DRIVEWAY PLAN SHEET 7 BARRON ROAD TRAFFIC CONTROL PLAN SHEET L1 LANDSCAPE PLAN �.i • � , • rl ? � 12 O 11 �m STEEL REINFORCING BARS * - \ CO / I I SITE SPECIFIC NOTES: CONCRETE PAVEMENT 1. THE OWNER OF THE PROPERTY IS THE DUNLAP FAMILY TRUST THE SUBJECT PROPERTY IS LOT 1, 15' P.U.E. / / 10' P. 8305/233 U. E I I BLOCK 1 OF THE HAPRER'S CROSSING SUBDIVISION, PROPERTY IS ZONED PDD. �����D \ 8305/233 / •�: ` .� ' . : . , DISTURBED AREA FOR THIS PROJECT IS 2.37 ACRES (103,298 SF). - - - - - - \ / I HE D -2 S U X 2 T I 84- EXISTING CONTOUR p. DRAINAGEPROVIDED ON THE GRADING PLAN & DRAINAGE g m 1 I 3 REPORT. INFORMATION PROPOSED CONTOUR .'.'.' ORMATION AND DETAILS WILL BE PROV 2 q. / SONOMA PHASE 1 10 P.U.E. BOUNDARY a i= I N/F PLATTED VOL. 8305, PG. 233 1 I 8502/285 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & EXISTING STORM 6" LIME STABILIZED SUBGRADE IRRIGATION PLANS. - PUBLIC UTILITY EASEMENT LU / \\ o SHANNON WALTON SEWER INLET ZONED R-1 // / I I I (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. . - ' - ' PRIVATE ACCESS EASEMENT rn to \ PROPOSED / I I * X� 5" OR 6 AS SHOWN ON THE PAVEMENT PLAN 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 11-B OF 5,240 SF IS LOT LINE \ ED / I * 6 PAVEMENT - USE #3 REBAR ® 12 O.C.E.W. 1,500 GALLONS PER MINUTE. ONE HYDRANT IS REQUIRED. \ PROPOSED 18' HDPE ti / N/F N/F I I N F # / OR USE 4 REBAR @ 16" O.C.E.W. � flRE LAN' FIRE LANE ;o 18" RCP PUBLIC PRIVATE STORM JENNIFER & RAOUL ROLFES I ANITA WHITLEY \ o) STORM SEWER PIPE SEWER PIPE / ILSE ZJARED ONED R PORRAS ZONED R-1 I ZONED R-1 * 5' PAVEMENT - USE #3 REBAR @ 15' O.C.E.W. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED, ST ST - ST EXISTING STORM SEWER PIPE PROPOSED \-H _ - PROPOSED / 10' P.U.E. I I TYPICAL CONCRETE PAVING SECTION 1 1. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE - ti -BUFFER WALL - - - J I 10 P.U.E. ST ST ST PROPOSED STORM SEWER PIPE LEFT TURN � - - - - 8305/233 I 8502 285 N.T.S. UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE LANE (SEE \ �� & 15' BUFFER - - - - - - - - - - - - - __ - - - _ / HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE W-4 EXISTING WATER LINE ' - _ ` - - L MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PAVEMENT �°�" � S45° 5T 15"E - 348.45' - - - PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE PLAN) ! ti� • - r• . , , . � WITH THIS SECTION WILL BE VERIFIED AT THE W-8 PROPOSED WATER LINE. l R- I � � / GENERAL NOTES. TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. EXISTING SANITARY SEWER LINE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION 12. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND / / OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY INCORPORATED AREAS MAP NUMBER 48041 CO200C EFFECTIVE JULY 2, 1992, THE PROPERTY IS S-8 PROPOSED SANITARY SEWER LINE PROPOSED\ I I / -� / / / / SETBADDK / / COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. JUNCTION BOX / , 10' P.U.E. DIG TESS: / 110792 124 N/F (800) 344-8377 PROPOSED 6' DUMPSTER SCREEN FENCE ST �/ / / 1 JONATHAN & ATMOS ENERGY: (979) 774-2506 13. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL BE PER CONSTRUCTION DRAWINGS \ I cMv y :. •:. .. BRION PAMPELL SUDDEN IN O BUFFER I N LINK COMMUNICATIONS: (979) 595-2429 TITLED, CONSTRUCTION DRAWINGS FOR PROPOSED PUBLIC WATERLINE AND SANITARY SEWER PROPOSED WALL \ 46 �`L S�� ,�• .:.. , : ...... �.... '.:.� . ,... ., ...: ..... .. .. :.... ..:... �...;, PROPOSED .... ,:........' , .:..- 332 / DETENTION POND r '"' ~ ' '' ``' ZONED R- 1 VERIZON: (979) 821-4770 IMPROVEMENTS HARPER'S CROSSING SUBDIVISION." GAS GAS PIPELINE 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS 14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. S / Pi I NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE EXISTING WOOD FENCE ROPOSED •• °,, I f �/ ], / PROPOSED .�- POND OUTLET / STANDARD PROJECT SITE, THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND 15. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. - - PROPOSED 1 RRIGATION SLEEVES 'A STRUCTURE i I "�' SILT FENCE AS NECESSARY. / FLUME SECTION PROPOSED / / RETAINING WALL _ I 16. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC. SHOWN ARE - E E E E AERIAL ELECTRICAL 18 HDPE / / ,- _ 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP PROPOSED PRIVATE STORM / T HEIGHT VARIES (0 4.5) N/F AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS DOCUMENTS OBTAINED B FROM FIRE HYDRANT Y RO CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD \ a I SEWER PIPE / / - BRENNAN PATRICK AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. GRATE INLET � _ BAJDEK REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE GATE VALVES / 15 P.U.E. t r,3 m jiII in. RE I > / ZONED R-1 CONSTRUCTION OF THIS PROJECT. in on � Ix era me In C 17. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED u u u PROPOSED \ / 110792/124 / h� I DEVELOPMENT ORDINANCE. BIKE RACK 27' PROPOSED / / --I I 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR SEWER / 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 18. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR PROPOSED SIDEWALK RAMP in 6 /SERVICE / I ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT O i / DISTURBED AREA PROPOSED STORM SEWER JUNCTION BOX �� I I 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH I / / LIMITS CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED Q w I / I SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A 0 PROPOSED POND OUTLET STRUCTURE AREAS. p / � I-- L._,. UNIFIED APPEARANCE. .::. • .. . :•.., � � ,. � IVATE CROSS ,--• Of :. � sss_� � / � N/F PROPOSED SIDEWALK p \ .t I ACCESS EASEMENT 36 --- I MICHAEL &KIMBERLY 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF 19. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN 00 3 ACCORDANCE WITH THE UDO. �� , �, ® SILT FENCE Z \ I I ,� 110792/124 / i H. GUESS BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. p \ (: ZONED R-1 ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 20. DUMPSTER ENCLOSURE SHALL B ' E 6WOOD SCREEN FENCE OR OWNER APPROVED EQUAL MEETING p \ \ I I I I / / / AND WELLBORN SUD STAFF. UDO REQUIREMENTS. THE BUFFER WALL SHALL BE 6' STONE FACED CONCRETE BLOCK WALL OR IY 0) U .. I- JJ34 %` LOT 2 BLOCK 1 / - - I I OWNER APPROVED EQUAL MEETING LIDO REQUIREMENTS. ' I �/ / / / 15' REAR I 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 CONSTRUCTION EXIT m I \ I '� / / SUBPART P FOR TRENCH SAFETY REQUIREMENTS. , I / SETBACK I 21. LOT 1 & 2, BLOCK 1 OF THE HARPERS CROSSING SUBDIVISION ARE PART OF A BUILDING PLOT. PROPOSED " .' ; I R72 I / / LOT 2 SONOMA - PHASE EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS SEWER LI E, - / - 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL .MEASURES ONCE GRASS �I ` 2 IS ESTABLISHED. OR LESS (UDO SECTION 7.9D). 4� ¢ TREES TO REMAIN PLATTED VOL. 8502, PROPOSED f PG. 285 22. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND TRANSFORMER \ �s •� 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS PER THE COLLEGE STATION .UTILITIES ELECTRICAL DESIGN FOR CRT CS MED CLINIC.. � era DISTURBED AREA LIMITS I I \ 5' P.U.E. ~ ✓ PROPOSED ADJACENT TO THE PROJECT SITE. PROPOSED 10 P.U.E. PAD PER CSU I I CSU ELCTRICAL CONTACT: WELDON DAVIS ELECTRICAL PULL BOX `- I 110792/1 4 •' UNDERGROUND r SPECIFICATIONS 10' P.U.E. N/F ELECTRIC PROJECT COORDINATOR PER CSU PLANS ; ' 3-4 CONDUIT ELECTRIC LINES 110792/124 I SUZANNE & 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KLING ' / 7.5' SIDE AND DETAILS 110792/124 `ao JOSEPH MCHUGH ENGINEERING & SURVEYING. CITY OF COLLEGE STATION UTILITIES AND SPECIFICATIONS SLEEVES (2-4' CONDUITS c _ � � �. )' SETBACK �a t �I e� ry (STUB OUT , `tea• � ZONED R-1 PH: 979-764-6314 - - - - - - - - - - - - - - - - ACCESSIBLE ROUTE Em ® " 3-4 CONDUITS Es M rs LOT 2 I 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 25' FRONT II o�a�as ��I M T - I / - FOR LOT 2) / - - �_ 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT SETBACK I '\ / - / I PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LOT 2 --� j- - - UE UE UE '� I / I LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE _ - II \ r'' I UE UE UE�-UE _ _ / I / PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE PROPOSED • . UE y `� - - N52° 07 02'W - 2 / / NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF MANHOLE O _ I I __ I / CD I BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. RESERVED 2 PROPOSED °v 12"x18" reflective finish metal PROPOSED IN " PROPOSED _-_- --- N SEWER y�6;- m -� » -T - - - _338 __ - "I' -UNDERGROUND / � I PARKING 486 SF DUMPSTER PAD (6 THICK) sign '. � � -- - 10 P.U.E. c ELECTRIC LINES 10' P.u.E. LANDSCAPE ISLAND ANALYSIS: I' SERVICE I / I I rn K� - -I W/6 SCREEN FENCE �- 'S'S -1 5' REAR 110792 124 �'' 8502 285 PROJECT CONTROL : \ o ::. I 5 SETBACK / ( (2-4" CONDUITS) I / TOTAL PARKING: 33 SPACES TBM 1 PERIPHERAL PARKING: 7 SPACES N I »» • _' w 12 x9 reflective finish metal PROPOSED I LOT 1 I I 1/2" IRON ROD INTERIOR PARKING: 26 SPACES CITY OF Q� .'o 6' SIDEWALK i \ 10' P.U.E. o / I ELEVATION: 330.116' LANDSCAPE ISLAND REQUIRED: Sign COLLEGE STATION I S : a I 10' P.U.E. rn p, , , ` T 110792/124 q I 110792/124 / I 1 N/F 26 SPACES X 12 = 312 SF 10' P.U.E. AND 18.5' ,..., :� / TOMMY D. TBM 2 LANDSCAPE ISLAND PROVIDED = 775 SF �3ti " ' / I MCFALL MON. BRASS DISK DRAINAGE ESMT. TYP. ,. 'ti : ;•....•.,. PROPOSED I / 2x2 galvanized steel tube ~ ' ELECTRIC SERVICE ' I ZO E column 9461/Zvi 6 / j .� (3-4" CONDUITS) �) 7.5' SIDE / I N D R-1 ELEVATION: 338.097 o SETBACK / \ 23' 18.5'� PROPOSED AC UNIT M LOT 2 / I W/SCREEN FENCE I "= TYP. • ` I � ;� LOT 1, BLOCK 1 ° PROPOSED MEDICAL CLINIC y3e' -' FF=341.00 5298 SF , 7.5' SIDE 26' BLDG. HT. L PROPOSED I \ /� SETBACK 25 P.U.E. I 15' SIDE STREET l j ° H LOT 1 110792 124 SETBACK LOT 1 �� SIDEWALK +�, PROPOSED \ / PROPOSED y 35 ` PROPOSED / I S A 6' DRAINAGE 6' SIDEWALK % L PIPE - t \` '\ I c FIRE HYDRANT PROPOSED I I J . PRIVATE CROSS 24 PROPOSED DEWA K �� ,':, \ 1 1/2" WATER R50 I /I i I ACCESS EASEMENT ;' ST �. I , 0792/124 SERVICE I 1 1 ... �, /-W I N/F ACCESSIBLE ::; ;:T ' , , , y \ / PROPOSED \ HOMER J. ACOSTA & cn set in concrete footing. Provide galvanized steel cap welded o top of tube. Paint tube and cap. o a w B i m o �' G; III All characters must be TOTAL: 775 SF L l I 60" minimum above grade or sidewalk, I R I 12 ROUTE ; •,-.:::::: • PROPOSED . (5. C'T WATER METERS I I KIMBERLY KOEHLER -36" 18" \ 1 A 3A0'- \ _' ZONED R-1 30 P.U.E. DE3�ATED \ I � ' ;BIKE RACK: �` I E L '� �� I 30' P.U85 BIKE RACK DETAIL • I '� 9 AN IRE LAN V^ /, #' I PARKING PROPOSED I _ N.T.S. ADA SIGNAGE iv y`? \ T PROPOSED 8" I _ - ONLY I- PROPOSED •'• �I/� � ��`� -INTERIOR - I 'r\ - � \ WATER LINE c\ � R50 BUFFER WALL 10' P.U.E. loos SF \ 10 INTERIOR ISLANDS ISLAND # AREA S.F. CALL. AREA S.F. 1 1009 649 2 486 126 � %. I jai \ & 15 BUFFER T PROPOSED 4" I NOTES: 20' P.U.E. _ - - I J / _ 15' SIDE STREET- 2 - 6918/231 - - - - - - IRRIGATION - - - - - - - _ SETBACK 1. SIGN SHALL COMPLY WITH THE CoCS - - - - - - SLEEVE (TYP.) '' ` E FIRE SERVICE STANDARDS. - - LOT2 EXISTING ". ,- - - - _ - SIDEWALK bZ-M �z- . r •. ' '.� .• r . / r + E 1 NOTE: ALL CURBS 6" IN HEIGHT FIRE LANE SIGN DETAIL .... /' CIA, b � ; • • . UNLESS NOTED OTHERWISE. m • .. :. b': .•• e • . . �' _ .PROPOSED 24" \ / N.T.S. .. / . .... 4 R o 16 5 "W - 58.96/ -' ,RCP CULVERT 1 / 2 \ ,,, ,. .:•-•�ti;„�, �t�^Ja•. � ..� -- - -- -' N49.�4:54�VV" 124.�8 _ - - N _ - .._ FIRE LANE MARKINGS ADA SIGN DETAIL N.T.S. A NEW MEDICAL CLINIC CRT CS NEED CLINIC 3.19 ACRES BLOCK 1, LOTS 1 AND 2 24 W/6.1 S.E.T. . _ 6 15 HARPER'S CROSSING SUBDIVISION E - - - -L _ NSD°-01.»W = 11� 5' _ _ - _ _ - - - - - _ - PROPOSED- 20 PUBLIC J _ _ ! r ` r 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED - - - - 10' MULTI -USE -- - -ACCESS EASEMENT. 'l �'- 25 FRONT - _ - _ - - 3" " RED WITH FOUR INCH (4") WHITE LETTERING --------- b;'-M � > -EXISTING 24" �- = SETBACK - - - - .-� PATH __.---_ 110792/124 --� -C� - �� _�� U�L� DEMAND T = �T - - - - - - - - 1 /4 R 5 STATING "FIRE LANE NO PARKING -TOW WATER DEMAND PER BUILDING - - - � - - - - - -WATER LINE LOT 1 - ELECTRIC SERVICE- - - - - - - - - - - 12„ 1' " » - - - MINIMUM 0 GPM - - - - - - - - - -- - - - RISER POLE LOCATION- - Q`L - - - - AWAY ZONE". WORDING MAY NOT BE SPACED - SCALE: 1 =30JUNE 2012 - - - ' - _ PER CSU ELCTRICAL - - - - - 3 MORE THAN FIFTEEN FEET APART. AVERAGE 10 GPM - 4 _ - - MAXIMUM (PEAK) 38 GPM t� 323' � PLAN f745' �� 6 7" 2. A SIGN TWELVE INCHES (12") WIDE AND 1" DOMESTIC WATER METER OWNER: SURVEYOR: SILVER OAK DR. �� 3" 3" • Dunlap Family Trust 2„ 3' 2" EIGHTEEN INCHES (18) IN HEIGHT SHALL BE JILL MARY DUNL.AP TRUSTEE KLING ENGINEERING & SURVEYING MOUNTED IN A CONSPICUOUS LOCATION AT EACH 3104 Broadmoor Drive ` ENTRANCE TO THE PROPERTY AND AT THE SANITARY SEWER DEMAND 4101A SOUTH TEXAS AVE ` ® 90W Bryan TX 77802 BRYAN TX 77802 STATE HIGHWAY 40 R.O.W. VARIES 30 j15 0 30 SCALE IN FEET M EXISTING TURN LANE 4.. 3.. e = #4 BARS EXPANSION' DOWELS TYPICAL CURB DETAIL N.T.S. LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6") HIGH STATING 'TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. - _ THE SEAL APPEARING ON THIS ttl'of OF �'t • DOCUMENT WAS AUTHORIZED BY �1 5............. : I" a JOSEPH P. SCHULTZ, P.E., LICENSE �� ;:• 1 d I / MEDIC V1`YL V LIl d Ili; -a L fi bcnu En ineerin L�.CR`r'i vJ g i NO. 65889 ON JUNE 22, 2012. �� * GV �i*,t z h. e• �� _. 2730 Longmire, Suite A ♦ x ._ o � JOSEPH P. SCHULTZ .s CR T CS MED CLINIC College Station, Texas 77845 • ..'......•......••.••.•.•.. �^�•'.::,65889 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION '••. `' 2 LOT 2 OWNER REVISIONS JPS 7/30/12 , 2849 BARRON ROAD AUG 2 2 2012 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE � 1 CITY COMMENT REVISIONS JPS 6/19/12 ARK REVISION BY DATE KLING DLD DLD JPS 12-198 JUNE 2012 FIRM # 1232 r COLLEGE STATION, TEXAS C d _L.�.-��?� tf�s ION SCHULTZ ENGINEERING, LLC tt "'°" "! F- 1 P75 ( ° OF WATER DEMAND) AVERAGE 9 GPM MAXIMUM (PEAK) 34 GPM 4" SANITARY SEWER LINE ® 5.3% SLOPE FIXTURE UNITS = 77 FIXTURE UNITS ALLOWED 180 PIPE SLOPE OK (979)• 774-3550 (979) 846-6212 DEVELOPER: ENGINEER: CAPROCK TEXAS SCHULTZ ENGINEERING, LLC. JESSE DURDEN, PRESIDENT PO Box 11995 110 LINCOLN AVE., SUITE 103 College Station, TX 77842 COLLEGE STATION, TX 77840 (979) 307-0321 (979)764-3900 I TE PLAN,.: $ j p" F,UG 2 2 2a12 t it�C_11 ►.- SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 SHEET GRADING CONSTRUCTION NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY LEGEND DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. --- --- - ----- - -- ---- -.-- ---- - NYLOPLAST ROUND 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND ---- -- - - - - - --_- --- -_ - - -__ --_- _ _- - - --_ - - - -- - PIPE E GRATE - - - - , ADS NYLOPLAST TO BE FLUSH DROP -IN GRATE, PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE PROOF -ROLLING SHALL BE GRATE FRAME COLOR BLACK REMOVED AND REPLACED. W/ ADAPTER W/ PROPOSED 8" DIAMETER (TYP) GRADE UNLESS NOTED 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. OTHERWISE 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA PREPARED BY KLING ENGINEERING & ' SURVEYING. HOPE OR PVC PIPE r4a 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE HOPE PER PLANS TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6" PVC :. 2' TEE CURB 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR • f ' ' CONSTRUCTION OF THE SITE WORK. �•:.; • .. HOPE OR PVC 90' 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. BEND 8. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL TYPICAL 2' CURB OPENING NOTE: INLET SIZE IS NOTED IN THE PLAN VIEW RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 9. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. NYLOPLAST DROP -IN GRATE 10. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE AREA DRAIN DETAIL PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. N.T.S. 11. THE SELECT FILL PAD SHALL NOT EXTEND BEYOND THE FACE OF THE BUILDING FOUNDATION. 12. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE M ATCH LI N E SHEET 3 OF 6 / LO STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THT PIPE FACE IN ALL d' DIRECTIONS, AND A MINIMUM OF TWO FEET THICK.' N52° 07' 02"W _ _ _ TICTC 2' CURB CUT I / 336.27 TC1 338.00 338.00 - - - - - -1 - - .d- 336.99 OUTFALL 6" PVC -'�- - 1 / - - - - - \ I r\--- DRAINAGE PIPE FL = 337.58' �- 339.35 i 10' P.U.E. I I 10' P.U.E. / bs TC TC ya Tc TC 337.80 338.20 110792/124 r�i 110792/124 / \ 3 in° I 339. 0 I I _ ` ( / I TOMM' ZC \ e TC 337.72 w + • . .. . TC TC ' 337.85 ./. 33 .40 r\ o 7,7 337.97 T 338.�9 . ' • ' • TC 340. 340 T C I TOM M Y D. 338. , , 339.0 �3 • I oo / I MCFALL Tc .'' : �\ 340.90 :. •. 340.90 V-SHAPE DRAINAGE TA TW _ _ - ` , SWALE 6" DEPTH / \ °• I �, -338. -- V-SHAPE DRAINAGE ® 0.50% SLOPE c 33a z �. \ SWALE 6" DEPTH �' i0 / ® 1.09% SLOPE PROPOSED MEDICAL CLINIC I M / c 9� FF=341.00 5298 SF LOT 1, BLOCK 1 Z TC r •.' • I � 26' BLDG. HT. cn 1 •I. I � M j G 33 / '� 39.35 • 339.45 \ `, o "> C I 338.40 TP ►. 8 DROP IN CITY OF COLLEGE INLET t153 LF OF 6" PVC \ \ I SONOMA - PHASE 2 = RIM - 339.80 33 DRAINAGE PIPE \ I I PLATTED VOL. 8502, PG. 285 STATION 10' P.U.E. ' & DRAINAGE ESMT. p I PIPE FL = 337.97' .. • •. � ®0.5% SLOPE f 6 / ,\ \ 461 /96 ' TIC9.20 8" DROP IN INLET \ 2 CURB CUT , ' 33s.31 RIM 339.50' l \ I ` TC - - - - - - - _1 PIPE FL 338.35' 338.so T. T ti T a _ M L7 m / ? . TG� 340.00 339 -_ ' I C 3d 33g 339 80 \ 9 339.10 \ I ' \ ( 3 8.90 TC / .r •. • . •TdV TW � � \ I I 340.74 \ TTIC9.76 339.60 �.. ` > .. 340_. TW \ 39.85 ' I TC I I H 339.8 339.10 p :. 1�7 \ ' f 339.15 Tyy D TW TW TP E- •�" j p340.70 ST - T - ST . rC 1� C ( TC I I K a 338.46 38.94 339 30 TP ., a1 ; 1� .. 339J5 1 \ r*i 339.03 . ..TC• !� Q _ ' • .... 3TC20 34b.00' : .. TW . • e.�4r TP' ..4 ; 34b.20' . �' 939 5(� •y', �. �� .. 34d.10 • . 4D $0 940.10 / �✓ \ \ r .. TW/TP � I N /F TM' n / 339.36 339.80 • G 25' P.U.E. i I HOMER J. ACOSTA & O 338.66 p' / I rc �Y • " . . . . .TW TC' TC 40.00 W I KIMBERLY KOEHLER z O TW 339.86 y . . 33B• 2 , .. _ 34a ...,_, 3�0 �4.: y 340.0 \ / \ yP \� I ZONED R-1 n I 33(p.00 .. .. .. .. . ' TC' /JnL TC \ G I 1 A ll d� .4.52. 340.5 2' CURB CUT 33s.55 O \ I / l�, y iC• ' Te y • Ir TP TC •340 - - OD Q 3�9 ��9 • , ,34D.2 .. D.70 . do.53 340.10 340. 4 _ - - TC Afy IR LAN IRE LAN I TP I m \ 1 > I . IRE L IRE LANa� 'IRE N e63 TC TC �� 338I70 LAN TIP TP ` TC 340.00 9 r 339.70 TP 339�70 %� 339.60 q � TC Z 1 - 339.90 339.80 339.35 II \ 339.42 I - '- l� TC - -�- - - 339.99 \ T T I TP e / 340.50 A� / 0 \ TC 339.BQ IT1 \ I 338.87 TC 3A \ 340 340.35 ` 2' CURB CUT >' I I 339.46 \ > I TC TC \ Ntll 3iiI tll 3?JI NHl 3�! 340.95 341.00 3ai��6NVl Sat NVI I pe _ 339TIC _ _ TC ` ` - TIC 340.10 - - - - 340.50 - �C \ 9.66 339.6TIC 0 M 341.20 340.65 _ - - - - - - --- - - - - - - - - - - - - ' / / - - - - - - - - - - - -- - - -- -. -. / trZ-M trZ M trZ-M / °� � 339.75 � n TIC -A +D° _ ° E-- trZ- > ° > / 39.75 - s; _ TICZ trZ-M trZ-M ° . n• D. p> D •D O a A °. e r CTP ° 20 P.U.E.. " C A. D e p D1 a A.�� s e yo ` ° e e 04 e EXISTING 24 e > +, .e .. ..e" n' /: ° - \ r ° r ° 6918/231 °, ° e ' . ° . o . ° .. / e 339y •• •> . �.. .: e ... WATER LINE o; J - -10' WIDE �4-,'W - 124.2 '_ - ■ ► g- E�14- _ I 6 - 338.4 f i ...E - I�50 0-1-_1'r6:85 _ _ _ _ MULTI USE PATH P Lj__-- --` '" "'" --- � (REFER TO "HARPER'S -. - - ---.-------- -_CROSSING SUBDIVISION o O / _ _ - - - CONSTRUCTION SET" - - - �_ trz-M- -M p i -�["��� _ - - - _ - - - - - - - - - - .� - - - FL. ELEV.: 334.00 '-'----------- -'•-337--_..-,------ -_ � -_ ___ �_._ ���,..• M�°,''�„,i ----34 _ - ---339-------- _-_- '-- _ FL. ELEV.:335.00' - `"-33 337-80 -- --- -- _ -_ 0 - _ - - - -_ ,1� 4 EXISTING 18" -- - - e�►�`� CULVERT PIPE -` ` 339.to _ ~- _ 1` b, EXISTING TURN LANE PROPOSED 24" '-��;� ` - RCP CULVERT 1 W/6:1 S.E.T. 1.33% SLOPE STATE HIGHWAY 40 R.O.W. VARIES 20 10 0 20 SCALE IN FEET 2 LOT 2 OWNER REVISIONS JPS 7/30/12 1 CITY COMMENT REVISIONS JPS 6/19/12 MARK REVISION BY DATE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY S Engineering, LLC JONO. P. SCHULTZ, P.E., LICENSE N0. 65889 ON DUNE 22, 2012. ` 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 1�/APSE OF7fr�+�. / tis � � JOSEPH•.P.•.SCHULTZ 658 • i V-7 l7- FIRM # 12327 SCHULTZ ENGINEERING, LLC A NEW MEDICAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS SCALE VERTICAL GRADING/DRAINAGE PLAN HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 NON- NON- STRUCTURAL STRUCTURALSTRUCTURAL PAVEMENT I STRUCTURAL I BACKFILL BACKFILL STRUCTURE BACKFILL CLEAN, EXCAVATED MATERIAL BACKFILL 8" t/2"rglass LEGEND CLEAN, EXCAVATED MATERIAL PAVEMENT BACKFILLED AND COMPACTED I PER PAVING CORNER W Fiberglass PLAN BARS Pins #4 BARS 12" O.C.E.W. F BACKFlLLED AND COMPACTED STRUCTURE ACCORDING TO p ACCORDING TO a PER PAVING GEO-TECHNICAL REPORT Front Face } F "" SIDE WALLS Q�Q per\ GEO-TECHNICAL REPORT �i/\% %�� •; . •.. PLAN BARS ® 12" O.C.E.W. n. ;w,,.,, 1j:lr'v _ TRASH RACK - -284- - - - - EXISTING CONTOUR lI s 6" Crushed Rock or 8" or 16. ON TOP OF &I I I unreintoroadconcrete step 284 PROPOSED CONTOUR o COMPACTED CEMENT STABI- Leveling Pad STRUCTURE coo°° LIZED SAND, 1)2 SACK/CY, #4. BARS CORNER W + 12 Elevation A A O O o do 1 2" BARS BY -----Section � PUGMILL ON o u LY SPADE - - r - _ - - - -- -- -- - - - - - - - - - - - - - _- BARS o - -- - -- -- ---- --- -- ---- - ---- -- -- -- - -- -- - - -- ----O.C.E.W.-- LIFTS- - - - --- --- B O U N DAR - - --- - --- -- ------ ��i \\j 000aaa<ai 000�016 Note: 3.0' - - -- - -6„ Y - 1.\/ COMPACTED CEMENT STABI- o0000 000°°o INTO PLACE, TO FILL 12"0•C• Leveling Pad Detail » //�/ .";::' ,'. •.:' `• "';•. UZED SAND, 1X� SACK/CY, 12" MIN °000°°o o000o ALL VOIDS AROUND PIPE. 1. The leveling pad Is to be constructed of FLOW MAIN PUBLIC UTILITY EASEMENT 12 MIN -'\�i •, r •. \/\ PUGMILL ONLY. SPADE BY MANUALLY CONSOLIDATE AT crushed stone o 200o psi t unremtorced IELEV=332.70' - -f - - /IUFTS INTO PLACE, TO FILL o°OPTIMUM MOISTURE. SECTION D-D concrete. r ° I I "E LINE' �,/\' \/� PIPE O.D. \ t;: .+ t $ �i t. •. ; / ( s" MIN J PIPE IL f D•D• THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE " 12 PIPE BARREL BETWEEN BELL HOLES ALL VOIDS AROUND PIPE MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE BANK SAND, SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE MIN. oo, °oo PIPE O.D. ° o °o°°o 8 00 °o° °°o o°°o (6" MIN) ° ° ° ° I I PIPE I -i tom•-- 0 D THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM 12" MIN. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES COMPACTED CEMENT STABI- LIZED SAND, % SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE, MANUALLY CONSOLIDATE OPTIMUM MOISTURE. t8• `- R=3" 18" PIPE N.T.S. CORNER BARS PIPE SECTION THROUGH WALL OUTSIDE MAT #4 BARS ® 12" O.C.E.W. INSIDE MAT #4 BARS 0 12" O.C.E.W. CORNER BARS O 12" O.C.E.W. 8" #4 BARS ® 12" O.C.E.W. 16" 8" Min. Low Permeable Soil Unit Drainage Fill (314'Crushed Rock or Stone) Approximate Limits of Excavation 4" Perforated PVC Drainage The Keystone Cap Unit Keystone Standard Unit 1"' 1 1/4" m m ; ; I ,: e" Finished Grade _ ;a 24" N I I o h,,•,„�r,„t t Unreinforced Concrete or Crushed Stone leveling Pad ELEV=328.50 - 2" PRIVATE ACCESS EASEMENT LOT LINE -SIRE uwE FIRE LANE STD. CAST IRON MANHOLE COVER ST - ST ST EXISTING STORM SEWER PIPE � AND FRAME 30" O.D. + s" ST - ST - ST PROPOSED STORM SEWER PIPE MIN. 3 ' j 28-DAY CONCRETE SQUARE W-4 EXISTING WATER LINE STRENGTH 3000 psi g- Wrapped InFluerFabric =�1 PLAN W-8 PROPOSED WATER LINE BEDDING AND TRENCH BACKFILL T (If Required) - BEDDING AND TRENCH BACKFILL I 24" 4.0, O.D. + s" MIN. S-8 EXISTING SANITARY SEWER LINE DETAIL FOR HDPE &. RCP STORM PIPS. � WALL OPTION 1 -TYPICAL GRAVITY MSE WALL I � 2.0 Standard Unit -1" Setback #4 BARS 12" O.C.E.W. 6" TOP & S-8 PIPES 2X4 KEY WAY j- PROPOSED SANITARY SEWER LINE DETAIL OR PVC I IPLS SIDE WALLS _ J BOTTOM SLAB N.T.S. CONTINUOUS ALONG NOTES: FRONT VIEW PLAN VIEW N.T.S. WALL I ( 28-DAY CONCRETE - ---- PROPOSED 6' DUMPSTER SCREEN FENCE se',Is: GRAVEL BACKFILL 1. STONE TYPE AND COLOR TO MATCH. BUILDINGS. STRENGTH 3000 psi STONE VENEER OR STAMPED ";:y (3/4 CRUSHED ROCK #4 BARS 6 O.C.E.W. #3 BARS .0 12 O.C.E.W. ' AND STAINED CONCRETE. PATTERN x' OR STONE) TOP & BOTTOM PROPOSED BUFFER WALL SHALL COMPLIMENT BUILDINGS AND 100 YR PLUGGED ? � 1 CUBIC 0 T OF 1" RIVER GRAVEL SLABS U � _ - GAS GAS PIPELINE F.` 6 COLOR SHALL MATCH BUILDINGS. 4:? IWRAPPED IN GEOTEXTILE FILTER FABRIC POND OUTLET STRUCTURE T� ✓+.� 15" TOE DOWN t5. W.S. ELEV.=333.08' 6 k:'., I - 28-DAY CONCRETE. _ �.�- �; (also Ar 4 4 TOP OF POND 333.58' ,..-•• a' __ ._ .� ®EACH 2 DIA. WEEP HOLE SPACED 10 D.C. EXISTING WOOD FENCE STRENGTH 3000 psi ; .,. FLVME ENDS) 1 .,. : _ i - N.T.S. - NOTES: r - ..,.. s-. - PROPOSED IRRIGATION y,l : ,....r.{,,;::,.,::;;:: •-, SLEEVES ELEV.=332.84' ° ; ` : T 1. POND OUTFALL STRUCTURE SHALL BE STAMPED AND STAINED CONCRETE. THE PATTERN SHALL BE WOOD PLANK OR STONE AND " - E E E E AERIAL ELECTRICAL POND OVERFLOW SPILLWAY SHALL COMPLIMENT THE BUILDING. THE COLOR SHALL MATCH THE 3 MIN. EACH SIDE 6" SIDE WALLS 4•_0. 2 BUILDING. S STANDARD FLUME SECTION WALL OPTION 2 -TYPICAL GRAVITY CONCRETE WALL #4 BARS s" O.C.E.W. FIRE HYDRANT EXPANSION JOINTS AT 60' O.C. TOP & BOTTOM SLAB � GATE VALVES / I I SECTION A -A II 0 II a PROPOSED. BIKE RACK r TIE-IN TO EXISTING / / JUNCTION BOX DETAIL PROPOSED SIDEWALK RAMP \ INLET FL. ELEV.:327.00 INLET INVERT .WILL BE / � / I I N.T.S. O PROPOSED STORM SEWER JUNCTION BOX (MODIFIED TO PROMOTE / SONOMA - PHASE 1 �i POSITIVE DRAINAGE OUT OF N/F / PLATTED VOL. 8305, PG. 233 I ® PROPOSED POND OUTLET STRUCTURE THE INLET) SHANNON WALTON TOP OF BERM :• :..: ELEV=333.58 r:,' .: ,.,:. PROPOSED SIDEWALK \ ZONED R-1 / / 1 I -1, EXISTING �, N/F I I �_ -'"� GROUND ZA I ; N/F JENNIFER & RAOUL ROLFES I ' I I TIE-IN SILT FENCE ° �j• ILSE & JARED PORRAS 1 ZONED R-1 4 1 1 4 I DI . ZONED R-1 I I POND � PROPOSED i I G f105 LF OF 18" HDPE I I I BOTTOM TYPICAL POND CONSTRUCTION EXIT 15 TRAPEZOIDAL / PRIVATE STORM SEWER OVERFLOW WEIR N/F BERM DETAIL rn - - PIPE @ 0.93% SLOPE _ - _ - CREST EL: 332.84' L _ - ANITA WHITLEY �3 TREES TO REMAIN 330.22 ±48 LF OF 18" RCP - - - - "`www���"' I ZONED R-1 N.T.S. PUBLIC STORM SEWE TOP OF BERM - - - - - - -- - PROPOSED 215 LF OF - - - - - -1 .': PIPE ®0.87% SLOPE STANDARD FLUME SECTION - - - PROPOSED EL: 333.58' / PROPOSED SEE DETAIL JUNCTION BOX TIP �- ---332 POND OUTLET #4 BARS, 6" 330.61 331---- \ / TOP OF CURB TOP SLAB A STD. CAST IRON MANHOLE COVER TOP: MATCH PAVEMENT �- SPILLWAY 333 STRUCTURE ,� 10 P.U.E. AND FRAME FL IN:327.52' - 331f� 3328 S'� FL OUT'328.50' CONCRETE 110792/124 TC 6„ ..-T.� I . GUTTER FL OUT: 327.42' I 331.70 -- SPILLWAY 333 / / _ i'r 4„ \ C 332.84 . / -_ TP .-- -" 332 '--' '-'- � ;� --- GUTTER LINE 330.68 e 3 0 / INVERT SHAPING - \ I // \ SPILLWAY 3 11 / / CONCRETE FILL �1 �- 332.84 rb 6„ 24" \ \ 330.78 S \ S T ' 330 / / 52 SF OF PROPOSED -_���yyy�_y = 2' - ST yti' CONCRETE RIPRAP / DETENTION POND / I 6' TYP: N/F 18" RCP POND OUTFALL �ii� I °• I .y"� TC .J�" ...<, ... .. .;...., � I / #4 BARS 12" O.C.E.W. A TC 332.70 C / ` •'• .. .• .. ' ' JONATH AMPELL SIDE WALLS & BOTTOM SLAB 332.30 \ •, . ., ... I O -1 SEE NOTES \ TC _ _ I ZONED R , VATION 333.55 S to BTM c� BTM / _ to in:�.in 333 ' SPILLWAY r / 328.50 "r / / ro r BTM M M M Mj n 6" TYP. TIP329.00 n ro n I O.D. + 1'-0" TOPMIN. 10'-0" -- 331�11 \ s 33 1.32 / /32.84 333.00 S� BTM y5 ® / '� 332.BTM I Tp i 28-DAY CONCRETE 331.21 \ 3r�os BTM 328.50 OUTFACE STORM SEWER 33t.00 I _ f 33 B / PIPE THROUGH WALL / / i STRENGTH 3000 psi SISCTIONAA • `n I TC I i0 TIC 329.00 / I _ n 331.39 BTM BTM / FL: 328.60 / TOP c •' I '333.25 / TC ,� �331.00 330.00 / SEE DETAILS / �--- - -- l / TP S / / \ ' I 33 .50 / 332.50 �3.00 ��� PROPOSED 245 LF of I 6 CURB INLET MODIFICATION DETAIL \ I /�tCPP S ±52 LF OF 18" HDPE j' / RETAINING WALL I ! - 331.s3 3a2.50 PRIVATE STORM SEWER / f ( --- - TIP / SEE DETAILS •-, 6' --- ' ------ N.T.S. \\ . I / y c - 333.0o PIPE @ 0.77% SLOPE / / T - l I s 2'_0" NOTES; \ \ I 333. / / / / / I 1. SAW CUT AND REMOVE EXISTING CURB INLET EXTENSION AND R\ I N/F EXTEND FULL CURB INLET TO EXIST EXTENSION LENGTH. �. BRENNAN PATRICK BAJDEK PLAN TJIET V � 2. TIE INTO EXTENDED INLET WITH 18 RCP POND OUTFALL PIPE AND `}��. / / / I I ZONED R-1 MODIFY INLET INVERT TO PROVIDE POSITIVE DRAINAGE OUT OF THE e I S .5c / 333 / GRATE INLET 1 / _ _..._ _ INLET. 33 \V-5732 / / •� / I I _ :�= t• O \ FL OUT: 329.00 / / / I r • s �,, . CE C5 e I 6 A20 15' P.U.E. / / / / / I G*:1 110792/124 / / / / I , .° (.'. z R - -� - -' -- - --- --- -- - - - - -- - - - - - - - _ - _ -_ - - - - - C e - Q ^ co l T / 10 P.U.E. i \m a > �I' ` I - / / /. / 110792/124 \ \ � I I \• �� �, � / 336 � / i MICHAEL & KIMBERLY H. GUE \ I \ I I / • I ZONED R-.1 ❑00000 \ D rco 1, I \ \ I I / / .� I A _ °oo°Oo°000°o _ �" A UE U cn �` TC / / - ` �TC 334.90 i /' / / 00000❑ _ oa0000 C / I 0000gn_ TC O.D. + 6" I I 335.07 I l • TC MIN. 2'-6„ e� I 335.�6 \ 335.25 I I / / I I SQUARE 28-DAY CONCRETE \ TC \ I / _ / STRENGTH 3000 psi \ I 1335.60 \ \ I / LOT 2, BLOCK 1 _ _ _ __ I ► SONOMA - PHASE 2 PLAN % PLATTED VOL. 8502, PG. 28 \ I I 34S 335-- / / / I I - #4 BARS 12" O.C.E.W. O.D. + 6" MIN. SIDE WALLS 6" TOP & BOTTOM SLAB v ' I PRIVATE CROSS-- .� ACCESS EASEMENT / 110792/124 N/F SUZANNE & a" SIDE WALLS \ I I I JOSEPH MCHUGH #4 BARS s" o.c.E.w. 336 \ I I / ZONED R-1 TOP & BOTTOM SLAB \e• \\ c I I 336. o,_ __ I SECTIONA A m _ - - 10 0 20 / \ �33s. I 336 33& .3n - �'-I-- 'C I - / _____---uE uE I SINGLE GRATE INLET \ °•A rn I (-LIE ---UE------UE -UE UE CALE IN FEET \ I - UE / UE� \ UE 33� LIE UE� I - / MATCHLINE SHEET 2 OF 6 I JPS 2 LOT 2 OWNER REVISIONS JPS 7/30/12 1 CITY COMMENT REVISIONS JPS 6/19/12 MARK REVISION BY DATE THE SEAL APPEARING ON THIS s + huliz Engineering, �•^�DOCUMENT WAS AUTHORIZED BY !(.'/`�,,,i_JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889 ON JUNE 22, 2012. 2730 Longmire, Suite A �u College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 7-12- FIRM # 12327 SCHULTZ ENGINEERING, LLC 6.� M■■e■� s■■■■� M■■■■� A NEW MEDICAL CLINIC CIS T CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 OPOSED URN LANE SEE TAIL THIS SHEETI/ I — _ — — TURN LANE NOTES: 1. REFER TO SHEET 7 OF 7 FOR BARRON ROAD TRAFFIC CONTROL PLAN. / Cb / 1 SONOMA - PHASE 1 I I SAW CUT & DEMOLISH t36 SF OF BRICK ±330 SF OF CONCRETE N/F / / PLATTED VOL. 8305, PG. 233 i I PAVER MEDIAN PAVEMENT & MEDIAN CURB SHANNON WALTON / I _ I ---.- SEE DETAILS THIS- - -- ----- - - -`- - - -" -- SHEET ±70 LF OF ±2400 SF OF 8 CONCRETE LEFT TURN ARROW 6" WIDE SOLID PAVEMENT W/STANDARD CURB / `� / I I I — — 51' PAVEMENT STRIPING WHITE PAVEMENT OVER 6" CEMENT STABILIZED STRIPING 170' SAND N/F N/F I I ROAD SIGN / ILSE & JARED PORRAS JENNIFER & RAOUL ROLFES I R1'/ Z 10' P.U.E. / / ZONED R-1 ZONED R-1 I "DO NOT ENTER" 2 110792/124 I (R5-1) - - - - PROP PROPOSED �. - - - - - - PROPOSED ., SIDEWALK POND OUTLET_ I I R30 _ _ ANITA WHITLEY W/ADA RAMP - ZONED R-1 .- STRUCTURE PAVEMENT CONSTRUCTION NOTES: I 1 Pf R19.5' r ` ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON " I THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI. _ R50' S' THE MAXIMUM PERCENTAGE OF FL ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 I 32' Z41' R50' LEFT TURN ARROW PERCENT BY WEIGHT. PAVEMENT STRIPING EXIST12 ING \, 100 BARRON ROAD 2. REINFORCING STEELLOADING TAPER GRASS DEMOLISH SHALL BE GRADE 60 (60,000 PSI) I ASS MEDIAN ! k SAW CUT & DEMOLISH t ±630 SF ST <_, ;; I..,; :...,..... .. .... I 275 SF OF BRICK r N , 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE t109 SF OF CONCRETE PAVER MEDIAN OF SIDEWALK S O AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE I N/F COMPACTED TPA VEMENT &MEDIAN CURB SEE DETAILS THIS JONATHAN & BRION PAMPELL STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 3% BELOW TO 3% I ZONED R-1 SHEET S( ABOVE THE OPTIMUM MOISTURE CONTENT. . ' 1;.. :::' yN •Y:W<y "}:jr."h. �k" rt' :�, A. d v p• _ 20 10 0 20 SAW CUT &DEMOLISH I r, I „ w. 4. THE SUBGRADE SOILS BENEATH . `�, Sr;,.-:--. S T '-o�-• S T. ---v-� "Y 1 :Y t130 SF OF THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM < ,., s — SCALE IN FEET CONCRETE PAVEMENT r• 'S' � DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE & CURB I S� LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A I "` J°.• l', MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE PROPOSED TEXAS DEPARTMENT OF TRANSPORTATION TXDOT STANDARD DRIVEWAY BARRON n RR �I ROAD (TXDOT), SPECIFICATIONS FOR V/ '11 it 101 �1 1 lOAD MEDIAN A � MODIFICATIONS NS ..f, CONSTRUCTIONI IVIODIEIC/� 1 �OI YV OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL - - - - - - - - - - - � -; - - L - - �/ — � —// — — — — _ PROPOSED I //— SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS - I N/F GRATE INLET BRENNAN PATRICK BAJDEK PROPOSED DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% R3 SIDEWALK ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET I ZONED R-1 L R3 W/ADA RAMP THE REQUIREMENTS OF TXDOT ITEM 264, LIME AND LIME SLURRY . THE� SEAL WITH JOINT MATERIAL LEGEND LIME STABILIZED I 6 2.SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. a #, BARS ® ,a- c/c 6" #, BARS ® 12•• c/c SMOOTH DOWEL _AR / 1 2" DIA. X 18"BO C. 15' P.U.E. / 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND I _ 4 (COATED W/HEAVY GREASE) 110792/124 � � VARIES � VARIES PROPOSED 8" I71,7'7_� "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL I PER PLAN SEWER LINE ••; BE REMOVED AND REPLACED. 2 • aol 6. .JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL. I . , LOT 2, BLOCK 1 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE N/F I _ METAL OR PLASTIC CAP, INSIDE I }. •',` FINIS MICHAEL & KIMBERLY H. GUESS TEMPORARY NON EXTRUDING JOINT FILLER , E I FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING I CURBS TEMPORARY CURBS SHALL MATCH DIAMETER TO BE 1/16' GREATER UE y' I COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. ZONED R-1 DETAIL THE APPEARANCE OF PERMANENT THAN DIAMETER OF DOWEL BAR CURBS. I 8. - ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL N.T.S. EXPANSION JOINT z, LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO — �I HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE I SAWED OR FORMED, SEAL N.T.S. c I CONCRETE PAVEMEN ADA REQUIREMENTS. WITH JOINT MATERIAL mol I TO BE SPACED AT 45' MAX. INTERVALS STANDARD CURB 9. SONOMA PHASE 2 I MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND I PLATTED VOL. 8502, PG. 285 3/8" TO 1/2" WIDE, 2" DEEP 5' I PAVEMENT. I I " THICK (MIN) REINFORCED 0 P.U.E. ` 2",.<: PRIVATE CROSS 4 110792/124 I ACCESS EASEMENT 10. EXISTING SANDY SUBGRADE WITH SHALL BE CEMENT STABILIZED TO PROMOTE SUPPORT' I N/F EXPANSION JOINT CONCRETE SIDEWALK In iSUZANNE & PER PLAN (3000 PSI, 28-DAY STRENGTH) O 110792/124 CHARACTERISTICS. THE SUBGRADE SHALL BE TREATED TO A DEPTH OF 6". I JOSEPH MCHUGH CURB &GUTTER O mI 11. REFER TO THE GEOTECHNICAL REPORT TITLED "GEOTECHNICAL ENGINEERING STUDY I ZONED R-1 2% MAX v, ROPOSED 10 X 10 CONTRACTION JOINTS SHALL BE a z I I UMPSTER PAD COMMERCIAL PROPERTY 2849 BARRON ROAD" PREPARED BY GESSNER ENGINEERING, FOR CONTRACTION JOINT AT 15' MAX. SPACING O L- =- 6' SCREEN FENCE — — - DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC • •, a o I UE UE Cy)UE _ _ - 10' P.U.E. N.T.S. 12" Q �;. ROPOSED 110792/ 124 ,.r. " G" CONCRETE PAVEMEN - I / / /\// SEAL WITH JOINT MATE /\/\/\/\/\/\/\ MOOTH (2) STANDARD CURB I I 3�4 DOWEL BAR /\\//j////\//j\//j///\\//j \\// „ PROPOSED �- "� k r f INTERIOR \ \\ /\\/\\/\\j \\\\ \ 2 SAND CUSHION , MANHOLE 486 SF/ I I I 12" \ (AS NECESSARY) —...... w 10' POSED.U.E. 10 P. U. E �, ``�.,• 110792/124 110792/124 I N/F :.'•4pl #3 DOWELS ®24" #3 F,, _10 I f I "CONCRETE PAVEMEN TOMMY D. ' p•, ' p p•, • ',•, ' SPACING ON CENTER COMPACTED SUBGRADE OF COLLEGE • :: { y • ..- CITY ; : ; g-g' SPACES cn STANDARD CURB I MCFALL WHERE SIDEWALK ABUTS STATION 10' P.U.E. w \ I I I ZONED R-1 CURB & DRAINAGE ESMT. v :. ,:.. :, , ..,. ... .., . r*1 DROPOSEI N EXTRUDING JOINT FlLlER METAL OR PLASTIC CAP, IN E CONCRETE SIDEWALK CROSS SECTION • ; :.•' :.,..,... ,:. • ., , .. TEMPORARY CUR I DIAMETER TO BE 1/16" 18.5' I GREATER THAN DIAMETER OF N.T.S. OR FUTURE DOWEL BAR I•. "'LiPROPOSED PROPOSED PROPOSED a 0- `• 6' SIDEWALK 6' SIDEWALK LOT 1, BLOCK 1 'SIDEWALK EXPANSION JOINT DETAIL TYPE "D" EXPANSION JOINT. ELEV. = T C ELEV. + 3" 5" CONCRETE I I N.T.S EXISTING CURB & / PAVEMENT GUTTER I I TO BE REMOVED KEEP 6" RISE TO W/STANDARD ; I PROPOSED MEDICAL CLINIC I I LIGHT BROOM FINISH JOINTS TO BE MATCH FL F CURB I H 25' P.U.E. I TOOLED 1/4" TO 1/2" DEEP O PROPERTY LINE W EXISTING GUTTER /124 110792 . p• �',• �,, p�,.,• c� PRIVATE CROSS 18.5' PROPOSED r. .� .. .. .j .` 4» 3' ? &. 6' SIDEWALK I ACCESS EASEMENT :.•:.•:.•:..:.•:.•. EXISTING PVMT. 110792/124 6" . •, N/F ' �p, Y• •..b sr sr --- :•• ... I i HOMER J. AcosTA & SIDEWALK CONTRACTION OINT DETAIL . •T' ,�, �v I MBERLY KOEHLER ;........., ZONED ZON R 1 N.T.S 'p I W �,c. I EXISTING BASE 3„MN. PROPOSED CONCRETE uNLEss NorED oTHERwISE. ' I oo DRIVEWAY APRON SHALL BE in AVEMENT W � FIRE HYDRANT - / - R - - 2 -- --- BARS - - - - - - --- 6" (28 DAY -CONCRETE - .... , . • ; • • ......::: " ISTRENGTH = 4000 psi)W 4 O.C. / a - � #4 DEFORMED TIE BAR .. _ aN ae., IRE,' IIE-••--�--• ,,. ,r, — — — g" 15•' (,(� — 3/4" X 18" SMOOTH — — — — EXPANSION W FOR TYING NEW Q 18" O.C.E.W. ASPHALT i 7-9' SPACES W/ PROPOSED " I — BARS _ l PROPOSED 8" SON 0 EXISTING W/O (1) R —9' HANDICAP SPACE FIRE LANE .:. I L — SHA ' APRONS CURB & GUTTER c' s, 2 �, ,.# WATER LIN — 3 CONCRETE PAVEMENT BE ALLOWED ONOPEN DOWELS INTERIOR .•.,x STRIPING E ^�� 1/4'R 5•, m ., : „ DITCHED STREET SECTIONS I 955 SF 1 ONLY u 12" _ u --_- ONLY. - >'. I - - - - - - - 3" - 4" SECTION A -A ---- L - - _-- E 6 A #3 DOWELS ® 24" O.C. bZ-M bZ-M , .. •'. p IS. .p:' E 2 3" 3 ® 2" EXPANSION JOIN R W/ #3 CONT. HORIZ 20 P.U.E. . .,• :'.• • . p PROPERTY LINE SAWCUT CONTROL JOINT 6918/231 whI _ TOOL EDGE PUBLIC TBM 2I TYPICAL CURB DETAIL SLAB DEPRESSION FOR -E p' E`. _ VA IES 20 10' MULTI -USE ACCESS EASEMENT *MAINTAIN 2% MAX RETURN CURB TO HAVE MASONRY PAVERS AS PATH 110792/124 'A N.T.S. CROSS SLOPE A ROLL FACE DIMINISHING SPEC ON SAND LEVELING tz-� - �L bT ='T_-- TEXISTING 24" �r'3- _-1 OPOSED AT RADIUS POINT. WATER LINE ,$, ,. � � . � ,.<�...�"'e��.�"-a`�b � BED STEEL REINFORCING BARS * TYPE D' 5" THICK CONC. WITH #3 5 ' # AMBULATORY RAMP DOWELS ® 18" O.C. EACH 25 MIN. R. REMOVE CURB LONGITUDINAL �_.._ : j {,1 I_ _) i =i CONCRETE PAVEMENT SLOPE 1:12 MAX. �I 1-1 1-1 ( ,.,.I I _� i- WAY THRU RAMP JOINT PROPOSED 24" -� 6 MIL POLY VAPOR BARRIER. RCP CULVERT • �- -a - - -. -� X ADJACENT TO CURB 3/4 REDWOOD EXP. JT. W/6:1 S.E.T. SIDEWALK- •.•. -� W/ WRECK -OUT STRIP LANDSCAPE ISLAND ANALYSIS: STATE HIGHWAY 40 TOTAL PARKING: 33 SPACES EXISTING TURN LANE R.O.W. VARIES PERIPHERAL PARKING: 7 SPACES INTERIOR PARKING: 26 SPACES LANDSCAPE ISLAND REQUIRED: 30 15 0 30 26 SPACES X 12 = 312 SF LANDSCAPE ISLAND PROVIDED = 721 SF NEAT NEAT KEYLODE DOWEL BARS ® 18" 6" LIME STABILIZED SUBGRADE SAW CUT SAW CUT O.C. SLAB DEPRESSION FOR (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) MASONRY PAVERS ON SAND 'f-�- LEVELING BED. I 00 CIVIL , ' X=8" OR 5" AS SHOWN ON THIS SHEET REFER TO CL FOR * 6" PAVEMENT -USE #3 REBAR ®12" O.C.E.W. 1' TYPE "G" A NEAT E-XISTING CURB & GUTTER TO PAVING THICKNESS & OR USE #4 REBAR ®16" O.C.E.W. EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET REINFORCING. •� • _�II-� * 5" PAVEMENT — USE 3 REBAR 0 15" O.C.E.W. SURFACING AS NEEDED I Ir -'° � '--I SCALE IN FEET TOTAL: 721 sF # , TYPICAL CONCRETE PAVING SECTION 6 MIL POLY VAPOR COMMERCIAL DRIVEWAY DETAIL, BARRIER. 5/1s N.T.S. N.T.S. ADJACENT TO LANDSCAPE PAVER DETAILS 2 LOT 2 OWNER REVISIONS JPS 7/30/12 1 CITY COMMENT REVISIONS JPS 6/19/12 MARK REVISION BY DATE mow' THE SEAL APPEARING ON THIS <LL \ E I ' C DOCUMENT WAS AUTHORIZED BY LL JOSEPH P. SCHULTZ, P.E., LICENSE ,,:Schultzi NO. 65889 ON JUNE 22, 2012. 2730 Longmire, Suite A wr College Station, Texas 77845 979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 INTERIOR ISLANDS ISLAND # AREA S.F. CALC. AREA S.F. 1 955 595 2 486 126 _,OE OE- 0 7-, +� JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC A NEW MEDICAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS �� PA VEMEN T -- PLIA N,-A y k SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 UTILITY NOTES: � I I 10' P.U.E. 1. ALL PUBLIC WATER LINE IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH yr 15' P.U.E. / 8305/233 I I THE "CONSTRUCTION DRAWINGS FOR PROPOSED PUBLIC WATER LINE AND SEWER 8305/233 / I LINE IMPROVEMENTS HARPER'S CREEK SUBDIVISION." 2 3. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION �• q1 I NON- UTILITIES PLANS & SPECIFICATIONS. - - - - -- - - - - - - ---- -1 - -------- ----- --- -- -- - --- - --- ----- --- - -- - - --- -- - .. -- --- - - - - - _ .STRUCTURAL PAVEMENT - -- -- -- --- -- - --- ---- ----- - -----. - - - -- ---- - - -- - _ __:--- -- __-. _ ----- - - ;� SONOMA - PHASE 1 I I 10' P.U.E. STRUCTURAL I BACKFILL STRUCTURE I / PLATTED MA 8305, PG. 233 I I 8502/285 CLEAN, EXCAVATED MATERIAL BACKFILL I PER PAVING 4. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER F N/F / BACKFILLED AND COMPACTED PLAN OR WITHIN 3' OF PAVEMENT. SEE DETAIL GRADING PLAN. - SHANNON WALTON / / ACCORDING TO INLET PROTECTION ZONED R-1 I GEO-TECHNICAL REPORT I - 1 5. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL / I I BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE rD // / I I j``" I ;� .�:•,;:,:.•' i INSTALLED PER PLUMBING CODE. PROPOSED : / N/F i I \ / 1 IRRIGATION 6. PRIVATE LINE SERVICE MATERIAL - PIPE TO BE ACCORDANCE WITH PLUMBING LEFT +. / / N/F JENNIFER & RAOUL ROLFES I �' ' METER LANE (SEE _ ILSE & JARED PORRAS D R-1 I ' \ op000 , / f COMPACTED CEMENT STABI- l \ CODE. BARRON ROAD I / // ZONED R-1 t305 LF OF I i / / coo / r LIZED SAND, U¢ SACK/CY, / „ 1" IRRIGATION _\ MEDIAN - - - - - - 10 P.U.E. I 10' P.U.E. N/F !\` oo.bQ `/ PUGMILL ONLY. SPADE BY / 1 WATER METER \ 7. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR MODIFICAITONS ti: ti - - - - - - - - -� - - - - - _ -SILT FENCE / I 8502 285 x 10' P.U.E. - - - - - - 8305 233 I / ANITA WHITLEY " TELECOMMUNICATION PROVIDERS FOR THE SITE. OF I S INTO PLACE, TO FILL METER ZONED R-1 12 MIN ��(:,.;:•:•.'. I, : \/� ALL VOIDS AROUND PIPE. SHEET 4) - - - - - - - - J L - - - �� 8. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. MANUALLY CONSOLIDATE AT / S4 ° 5T 15"E - 348.45' \� •::: �� OPTIMUM MOISTURE. PUBLIC i :• I .... .�.�. �.. I s �� ..: \ I 1 9. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 1 UTILITY PIPE O.D. \ „ , :,• ,�': �/ BANK SAND, SPADE I EASEMENT I _ ,. ". I a I � S. - -' -- -•- .-. - - 1 � 10. WATER SERVICE MATERIAL TYPE K COPPER ,TUBING. /-- BY LIFTS INTO PLACE, 2 WATER (6" MIN) TO FILL ALL VOIDS 2 GATE SERVICE TAPPING 1 I 11. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL ST -� �`L 10' P.U.E. I PIPE AROUND PIPE. VALVE SADDLE I --�-1 BE PLACED BY HAND, AND COMPACTED AROUND THE CAST .IRON PIPE BEFORE 110792/124 O.D. r. e e w-e w-e BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. N 8 ST : • ,. _ I LL .• ... •• ' . ,.• .:..-.... I F " GATE / GRADED SO AS TO PROVIDE UNIFORM THE TRENCH BOTTOM SHABE JONATHAN BRION PAMPELL 12 MIN. VALVE \ / 12. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. i & DETENTION POND AND CONTINUOUS SUPPORT FOR THE ZONED R-1 PIPE BARREL BETWEEN BELL HOLES FIRE HYDRANT 13. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF S� ASSEMBLY 2" BLOWOFF CONSTRUCTION � I BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE EXIT h I � \ ASSEMBLY , ENGINEER. �, I �•�� c BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER \ INSET A / 14. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS / I REACHED 7 DAY STRENGTH. i I s AND WATER PIPE NTS 2 I N.T.S. 15. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. N/ F 15 P.U.E. L I 16. ALL SEWER LINES SHALL BE SLEEVED WITH 6" SCH 40 PVC PIPE, WHERE PIPE 110792/124 ; \ I BRENNAN PATRICK BAJDEK ZONED R-1 IS UNDER PAVEMENT AND CROSSES WATER LINES. I i ±51 LF OF - Sf60 LF OF 6 SILT FENCE _6 SEWER SERVICE PROPOSED I @ 1.25% SLOPE 0 Q MANHOLE I I O 6" FL IN=325.94' Qf PROPOSED r' I ' I CAP END OF 8„ SANITARY m 6" SEWER SERVICE I I p � SEWER LINE ;• �I 6" FL: 326.69' I N/F [If p MICHAEL`& KIMBERLY H. GUESS UE_ (Y �_ E UE I I LOT 2 BLOCK 1 I I ZONED R-1 ff Q m I PRIVATE CROSS ACCESS EASEMENT TREE PROTECTION I I 110792/124 2" X4" WIRE MESH 5' P.U.E. FASTENED TO T=POST 110792/124 ♦ ♦ ! I SONOMA -PHASE 2 3-4" CONDUIT / PROPOSED I TRANSFORMER PLATTED VOL. 8502, PG. 285 FASTENED SECURELY TO , SLEEVES SEDIMENT CONTROL FABRIC _ I t 6 L EACH 10' P.U.E. PAD PER CSU I I T-POST & WIRE MESH 2 F C PROPOSED SPECIFICATIONS 10' P.U.E. CONSTRUCTION NOTES: I , I UNDERGROUND 110792/124 � I N/F METAL T-POST 8" OF FILTER FABRIC TO EXTEND AND DETAILS I I 110792/124 Epp SUZANNE & AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED / ELECTRIC LINES WITH COMPACTED BACK FILL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT " (STUB OUT CO I JOSEPH MCHUGH SPACED 6' APART c: ♦ I (2-4' CONDUITS) r,l .. 3-4" CONDUITS 00 I ZONED R-1 ALLOW 2.5' TO 5' AT TOE OF LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF d 00I FOR LOT 2) °? SILT FENCE AND/OR SLOPE FOR SEDIMENT To THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS 2 - I HAY BALES TO BE „ UE -- USED IN AREAS OF I� AALONGUSLOPEACONTOURSE REQUIRED. ' I L- ±30 LF OF 3 LIE_---LIE---------UE I ORaINACE FLOW. DIG TESS: (800) 344-8377 • r UE UE IRRIGATION SLEEVE UE _ ,._ I _`r NaruRAL GROUND ATMOS ENERGY: (800) 545-6005 ' ! - OF FLOW . _ _ ) - .� (800) 344-8377 UE I DIRECTION PROPOSED PROPOSED CLEANOUT - v� PROPOSED I 41, SUDDEN LINK COMMUNICATIONS: (979) 846-2229 PROPOSED a . I DUMPSTER PAD _ 4" FL=333.96' I UNDERGROUND MANHOLE b 6 THICK rci ELECTRIC LINES I ' I 10' P.U.E. 4"x4" MIN. TRENCH 4"L VERIZON: (800) 344-8377 4" FL IN=330.05' S PROPOSED CLEANOUT/ 8502/285 I 4 FL=334.33' v I I (2-4" CONDUITS) I 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS I ±74 LF OF 4" t11 LF OF 4" I TOMMY D. NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING SEWER SERVICE SEWER SERVICE E 10' P.U.E. i - I MCFALL THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION LEGEND 5.3% SLOPE 5.3% SLOPE I 10' P.U.E. SILT FENCE ASSEMBLY 110792/124 110792/124 I I ZONED R-1 N.T.S EXIT AND SILT FENCE AS NECESSARY. _ ' : ' ' • -. i 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE ±30 IRRIGATION SLEEVE .r I I EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE / EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2 OR MORE. t7 LF OF 4" LOT 1, BLOCK 1 I ' THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT I CITY OF ,': PROPOSED CLEANOUT \ I /vARIEs7 STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. COLLEGE STATION • SEWER SERVICE - - s" MIN. DEPTH STONE " SLOPE 4" FL=334.88 � TREE I (ASTM D448, 3" To 10' P.U.E. AND I I , 5.3% ;: I ♦ PROTECTION INSET A I 5' DIAMETER) OVER G. To 1p0 I DRAINAGE ESMT. ' I :: i I GEOTEXTILE FABRIC 5 9461 96 / r. PROPOSED MEDICAL CLINIC I WITH SAME SQUARE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT / :,': I FF-341.00 I ' 25' P.U.E.I I FOOTAGE. A NO. TXR 150000-REQUIREMENTS FOR CONSTRUCTION SITES. PROPOSED I TREE .. 110792/124 6' SIDEWALK I i ±85 LF OF 1 1/2" 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE PROTECTION I : :. .. I ♦ / WATER SERVICE - �"'`-�-- Exlsrwc STREET - GRASS IS ESTABLISHED. _ .t LINE I I PRIVATE CROSS 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING ACCESS EASEMENT N/F NOTE: {:. I J s" MIN: DRESS WITH ADDITIONAL INLETS ADJACENT TO THE PROJECT SITE. �. . ST _ ST --� 110792/124 A T STONE AS NEEDED. COS A & .b tatt�LRLY KOEHLER t . r •.. -.• ..:., . �. .. .. / _ _ _ - _. STONE IS TO BE MAINTAINED ....... •.•_ . • - : • •: .:c • • . ,, •• a• ^ ; • .. .. •. ...,. •• • • . i � I ZONED R-1 so As To PREVENT 7. REFER TO THE GENERAL NOTES FOR ADDITIONAL INFORMATION. • CONSTRUCTION TRAFFIC �W GEOTEXTILE FROM TRACKING MUD ONTO d FABRIC__ ADJACENT3UBLIC-STREETS._ I . I 30' P.U.E. SECTIONAA� SUBGRADE *-MINIMUM 12' SHALL BE FULL ±208 LF OF _ 8502/285 _ WIDTH OF SITE ENTRANCE ±30 LF OF 3" I _ ] IRRIGATION SLEEVE SILT FENCE - - - - CONSTRUCTION EXIT SILT CONTROL PROPOSED 8„ I I b' ±30 LF OF 3" ±30 LF OF 3" I WATER LINE I I N.T.S I` IRRIGATION SLEEVE IRRIGATION SLEEVE r1 10 P.E. 6337 277 - - - - 6918/231 - --- -- b _ -E- _ 1 - - ------- - - - - -- trz-M ±30LF01- bZ-M------ -- t72-/\ • . :� •: SILT FENCE . E .• ±36 LF OF ,. _ SILT FENCE 7 .. •� ., :p , . ° 6, 5 ttW SAND BAG 54"W - 124.28 N55 1 ; SAND BAG - �" E_ E : t 500 01' 33"W - 116.85' TBM z O 20' PUBLIC N49 04 ACCESS EASEMENT - bZ-M >° EXISTING 24" �- - u' bz - =T--� WATER LINE 110792/124 ELECTRIC SERVICE POLE LOCATION $ ._ _.. t •�' g$� NOTE: 30 15 0 30 SCALE IN FEET 2 LOT 2 OWNER REVISIONS JPS 7/30/12 1 CITY COMMENT REVISIONS JPS 6/19/12 MARK REVISION BY DATE STATE HIGHWAY 40 R.O.W. VARIES --EXISTING TURN LANE w� THE SEAL APPEARING ON THIS ■ DOCUMENT WAS AUTHORIZED BY timultz Engineering, LLC JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JUNE 22, 2012. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 BPE NO.-12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 gf E OF • 11 .................. 6588 , '• ' ll 2 FIRM # 12327 SCHULTZ ENGINEERING, LLC 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 OF CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SAND BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLTION OF AN INLET. `4.•• g,� 5�� STORM DRAIN INLET PROTECTION N.T.S A NEW MEDICAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS UTILITY & EROSION CONTROL PLAN - - -284 - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY - - PUBLIC UTILITY EASEMENT - PRIVATE ACCESS EASEMENT LOT LINE ---flRE LME FIRE LANE ST - ST ST EXISTING STORM SEWER PIPE ST - ST - ST PROPOSED STORM SEWER PIPE W-4 EXISTING WATER LINE _ W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES - E E E E - AERIAL ELECTRICAL FIRE HYDRANT GATE VALVES A B u PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED STORM SEWER JUNCTION BOX PROPOSED POND OUTLET STRUCTURE ' :•. ' `` " PROPOSED SIDEWALK SILT FENCE CONSTRUCTION EXIT TREES TO REMAIN SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 100 50 0 100 SCALE IN FEET L VICINITY MAP SEAL W/ JOINT SMOOTH DOWEL BAR MATERIAL 3/4" 1/2" DIA. X 18" O.C. J, (COATED W/HEAVY GREASE) PER n• e• - - - �.. •.: ' . •. , ' ' - . PLAN NON -EXTRUDING L OR P JOINT FILLER METALASTIC CAP, INSIDE------- DIAMETER TO BE 1/D%` GREATER THAN DIAMETER OF DOWEL BAR NOTE: 1. EXPANSION JOINT SEALANT TO BE SONOBORN SL-1 OR APPROVED EQUAL. 2_ EXPANSION JOINTS SHALL. BE SPACED- AT 45', MAXIMUM INTERVALS. I'VMT. EXPANSION JOINT DETAIL N.T.S CONCRETE PAVEMENT- STEEL REINFORCING BARS • (4000 PSI) V 4 d a ° 6' 6` LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) COMPACTED SUBGRADE • 6" PAVEMENT - USE #4 REBAR 0 15` O.C.E.W. OR FILL MATERIAL TYPICAL CONCRETE PAVING SECTION N.T.S 3 1 TXDOT 2 LOT 2 1 CITY MARK SONOMA - PHASE 1 1 1 I ! of °TTcn vni atnr or_ DRAINAGE AREA DETAIL ... � v rv"vrn. STATE HIGHWAY 40 'EXISTING TURN LANE' ^- _ -10 -.., _ � •�.. EXISTING R.O.W. VARIES 249. f 324' PROPOSED DRIVEWAY EXISTING TURN LANE DETAIL D _ ► ► E 339.04' TP �- PROPOSED 24" 338.40' TP RCP CULVERT 339.04' TP i 75 LF@ 1.33% 338.60' TP _ W/ 6H:1V S.E.T ON EACH END IUE \ I I UE i✓ LOT 2, BLOCK 1 50 25 0 50 �, _ --I8'' I SCALE IN FEET — LOT 1, BLOCK 1 rCi SONOMA 2 -PHASE : .PLATTED VOL. 8502, I Q II I / PG. 285 z - PROPOSED o ,. MEDICAL CLINIC' m II -- \ is — - _—, - ✓ f ' ' �i—_=---334 — -- — _ 334 — — — — — — — — — — — — — — ---- d --- 340 1` TAPER 335.00' FL - - -_ — 334.00' FL GENERAL NOTES: o w 9 PAINTED WHITE ---' a — " _ '- "' PAINTED WHITE 1. UNLESS OTHERWISE STATED IN THE PLANS, FLAGS ATTACHED TO SIGNS D N I o N TURN ARROWS i _ =_ TURN ARROWS ARE REQUIRED. 338.10' TP 337.80' TP — -- 2. CHANNELIZING DEVICES USED TO CLOSE - LANES MAY BE SUPPLEMENTED WITH to THE CHEVRON ALIGNMENT SIGN PLACED ( '� G20-2o SAW CUT EXIST. HMAC _ ON EVERY OTHER CHANNELIZING 48" X 24" - DEVICE. CHEVRONS MAY BE ATTACHED & REPAIR AS REQUIRED- _ TO PLASTIC DRUMS AS PER BC BY TxDOT �' _ Eta _ STANDARDS. $. CHANNELIZING DEVICES USED ALONG 'EXISTING -TURN -LANE -- THE WORK -AREA OR -ALONG TANGENT - SECTIONS MAY BE SUPPLEMENTED WITH REFLECTORIZED WHITE - - VERTICAL PANELS (VP) PLACED ON 500' MIN. DELINEATORS EVERY OTHER CHANNELIZING DEVICE. IF PAINTED DIVIDER ISLAND 4 TOTAL NIGHT TIME CONDITIONS MAKE IT DIFFICULT TO SEE AT LEAST TWO VP'S, PER TxDOT SPECIFICATIONS STATE HIGHWAY 40 N R.O.W. VARIES THE VP'S MAY BE PLACED ON EACH CHANNELIZING DEVICE. 4. IN AREAS WITH SAFETY LIGHTING OR CONTINUOUS ILLUMINATION THE CHANNELIZING DEVICES CAN BE SUPPLEMENTED WITH DELINEATORS. DRIVEWAY DETAIL 5. THE 'FORM ONE LINE LEFT' SIGN MAY 100' MIN. 1 ":20 BE USED FOLLOWING THE 'RIGHT LANE CLOSED' SIGN. srj~i z le O < M NOTES 3 M < f � I I PRECAST END SECTION MAY o C BE PRODUCED b > WITH SPIGOT - OR BELL END AS REQUIRED OPTIONAL JOINT (SHOWING JOINT BETWEEN RCP AND PRECAST SAFETY END TREATMENT) UNIT LENGTH VARIES 10 GENERAL NOTES: Oj w w 1. PRECAST SAFETY END TREATMENT FOR REINFORCED 1. ALL IMPROVEMENTS IN TXDOT ROW SHALL BE PER TXDOT SPECIFICATIONS AND THE APPROVED TXDOT Z tLL o ao CONCRETE PIPE MAY BE USED. ACCESS DRIVEWAY PERMIT & SPECIAL PROVISIONS DATED JULY, 30 2012. o b �k �k Taper lengths have been rounded off. M- w MANUFACTURE OF THIS PRODUCT SHALL CONFORM TO 0 2 L=Len th of Toper FT. — M W Width of Offset FT — 9 S Posted Speed P P ( ) (MPH) � ) SP REQUIREMENTS OF ITEM SAFETY END TREATMENT" 3 0 LEGEND _z AS NOTED BELOW TYPE III BARRICADE, CHANNELIZING DEVICES, ® N ® TYPE III BARRICADE ■ ■ CHANNELIZING DEVICES PLAN a. MINIMUM REINFORCING SHALL BE #4 AT 6" (GRADE 40) OR SHADOW VEHICLE WITH ORANGE FLAGS OR #4 AT 9" (GRADE 60) EACH WAY OR 6 X 6 - OR WARNING LIGHTS. MEN SHADOW VEHICLE HEAVY WORK VEHICLE ® TRUCK MOUNTED ATTENUATOR A Wit X W12 OR 5 X 5 - W10 X W10 WELDED WIRE IS REQUIRED, IT SHALL BE EQUIPPED NTHz FABRIC. TRUCK MOUNTED ATTENUATOR. TRAILER MOUNTED �PORTABLE CHANGEABLE ♦ it FLASHING ARROW PANEL 1 ..r MESSAGE SIGN TOP FACE OF SAFETY END TREATMENT b. CONCRETE FOR PRECAST (STEEL FORMED) SECTIONS SHALL BE CLASS 'C" WITH A MINIMUM COMPRESSIVE .... •.; , ..,• • L n ^ ❑ STRENGTH OF 3600 PSI MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ":" ''•; •: • `-0 FLAGGER .� SIGN POST q FLAG SLOPE O � ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) j {;':;;' ';1 • 1 CONSTRUCTION NOTES: ♦ INCHES IN THE LARGEST DIMENSION), COMPACTED TO A FLOWLINE O 1. DIMENSION 'D' IS BASED ON ASTM C-76, CLASS III, WALL MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY 2' IN. ^r 'w; COMPACTED CEMENT STABILIZED o ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN` SAND, 1-1/2 SACK/CY (PUGMILL RIGHT 1 3 L RIGHT O OPTIMUM TO +4X OF OPTIMUM UNDER NON-STRUCTURAL ONLY). SPADE BY LIFTS INTO FORM CANE ♦ / LANE FORA THICKNESS `B". IF ANY OTHER WALL THICKNESS IS USED, AREAS (is ... YARDS, PASTURES, EASEMENTS) AND TO A PIPE O.D. 8 4 PLACE, TO FILL ALL VOIDSCLOSED CLOSEDONE DIMENSION "D' MUST BE ADJUSTED ACCORDINGLY. ®•• NE U1 z z MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED (4 MIN.) - w n' a AROUND PIPE. MANUALLY n BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ~"6n. CONSOLIDATE AT OPTIMUM ffT � X5-ZA 6" O2 SLOPE AS SHOWN ELSEWHERE IN PLANS. OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. MOISTURE. R 0-2L % FT I )m rr IPE* 48� x 60" 1�00 48 0X 60' LONGITUDINAL ELEVATION O.D. (SEE NOTE 5) CW20-5R CW20-5R (SEE NOTE 5) 48'X 48" y, 48" X 48" THE TRENCH BOTTOM SHALL BE � 8" MIN./12' MAX. REINF TO HAVE 1` MIN COVER 5' 5' GRADED SO AS TO PROVIDE UNIFORM CEMENT STABILIZED SAND AS RIGHT 1600' RIGHT MIN AND CONTINUOUS SUPPORT FOR THE A MINIMUM WILL ALWAYS BE MIN PIPE BARREL BETWEEN BELL HOLES. REQUIRED. LANE LANE CLOSED CLOSED BEDDING AND TRFNCII FOR REINFORCED CONCRETE PIPE XXX FT I XXX FT N.T.S. CW20-5R 2600' CW20-5R� R " 48" X 48" 48 X 48 \Q4 �Qw INVERT tf ROAD ROAD s WORK WORK 2 fQ"1Z AHEAD AHEAD CW20-1D TXDOT TCP (2-6A) 48" X 48' I MILE 1 MLE (FLAGS -SEE NOTE 1) OPTION WITH OPTION WITH ONE LANE CLOSURE SQUARE BOTTOM INVERT BOTTOM CW20-1D 48' X 48` SECTION A -A c �_ (FLAGS -SEE NOTE 1) TRAFFIC CONTROL DETAIL N.T.S. SLOPED END TREATMENT DETAIL N.T.S. Minimum Den lra le Taper Lengths 'k _ Suggested Maximum Spacing of Device Posted Speed Formula 10' Offset 11' Offset 12 Offset On a Taper On a Tangent 30 2 L- 60 150' 165' 180' 30' 60'-75' 35 205' 225' 245' 35' 70'-90' 40 r 265' 295' 320' 40' 80'-100' 4-5 L=WS 450' 495' - 540' 45' 90'-110' 50 500' 1 550' 600' 50' 100'-125' 55 550' 605' 660' 55' 110'-140' 60 600' 660' 720' 60' 120'-150' 65 650' 715' 780' 65' 130'-165' 70 700' 770' 840' 70' 140'-175' THE SEAL APPEARING ON THIS / gV OF7•••� /� �/�% MEDICAL % /� % %� % % %�%- %%� Enaineering, DOCUMENT WAS AUTHORIZED BYP•"""",�A NE II 11'1 E l C1 aL V -L�l 1 d l VSu1. LLC JOSS 65889 SCHUL Z, 22, 2012. LICENSE ',i*f'•• •� ••••• ............................. 2730 Longmlre, Suite A JOSEPH P. SCHULTZ CR T %�S �/f �j T TNT r PERMIT REVISIONS JPS 8/6/12 _ College Station, Texas 77845 """g""g$ """'°' a 1 l/ l Yl j� L 1 lJ 979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION � '••.,.. S - - - --- OWNER REVISIONS JPS 7/30/12 2849 BARRON ROAD COMMENT REVISIONS JPS 6/19/12 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE w U���• 747- KLING DLD DLD JPS 12-198 JUNE 2012 FIRM # 12327 COLLEGE STATION, TEXAS REVISION BY DATE SCHULTZ ENGINEERING, LLC TxDOT DR PIPE I.D.THICKNESS PIPE WALL 'B" Oj "D� SLOPE MINIMUM LENGTH OF UNIT SINGLE PIPE MULTIPLE PIPE SKEW PIPE RUNNERS REQUIRED SKEW PIPE RUNNERS REQUIRED 12'• 2- 17' 3:1 2'-11' <-45 deg No <-45 deg No 4:1 S-6' 61 4-9 15' 2 1/4' 20 1/2" 3:1 3'—V <=45 deg No <=45 deg No 4:1 4'-7" 6:1 6'-5- 18" 2 1/2` 24` 3:1 4-6" <-45 deg No <=45 deg No 4:1 5'-8" 6:1 8-0 —24" 3' 31' 311 6'-2" <=45 deg No <=30 deg No —4:1 1 —7'-10' - 6:1 1 1V 3" >30 deg Yea 30" 3 1/2" 38 1/2' 3:1 7'-10" <—I5 deg No <s15 deg No 4.1 10'=1' 6:1 14'-8" >15 deg Yee >15 deg Yes 36' 4' F451 :1 9- 5- —0 deg No ->O deg Yes N4.; 12'-31 :1 17'-11' >0 deg Yee 7VEWAY PLAN SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 2 LOT 2 OWNER REVISIONS JPS 7/30/12 1 CITY COMMENT REVISIONS JPS 6/19/12 MARK REVISION BY DATE Q Q C) I— L� Q J J_ 0 END = ROAD WORK WARNING SIGN- (G20-2) 36" X 18" KEEP VERTICAL PANELS 30' C—C RIGHT REGULATORY SIGN (R4-7A) n END G LOAD WORK �RNING SIGN 20-2) 36" X 18" ROAD \ V.WK AHEAD WARNING SIGN (CW20-1) 36" X 36" i ROAD LEFT WORK LANE AHEAD CLOSED LEFT LANE CLOSED WARNING SIGN ROAD WARNING SIGN (CW20-5L) 36" X ' VERTICAL PAN WARNING SIGN Y�ORK (CW20-1) 36" X 36" WARNING SIGN AHEAD 2 VERTICAL PANELS\\\ 30' C—C (CW20-5L) 36" X 36" (CW20-1) 36" X 36" 30' C—C ---- -------------- — -- 400' 636' 320 - BARRON ROAD VERTICAL PANELS - — — — — — — — 30' C— REGULATORY SIGN WARNING SIGN VERTICAL PANELS I (R4-7A) (CW20-1) 36" X 36" 30' C—C END ROAD WORK I ;I KEEP WARNING SIGN (CW20-5L) 36" X 36" WARNING SIGN RIGHT (G20-2) 36" X 18" ROAD LEFT WORK LANE AHEAD CLOSED 2 yI ,I -- -- - -_ - -- 1 1 1 7{ �u TRAFFIC CONTROL NOTES: 1, ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PER THE LATEST VERSION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND TXDOT BARRICADE AND CONSTRUCTION STANDARD SHEETS. 2. TWO LANE TRAFFIC SHALL RESUME AT THE END OF NORMAL WORKING HOURS AND BOTH LANES SHALL BE FULLY OPEN TO TRAFFIC OVER NIGHT. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL TRAFFIC CONTROLS FOR THE DURATION OF THE PRO.IFCT THE SEAL APPEARING ON THIS $ SLLC DOCUMENT WAS AUTHORIZED BY C u i tz Engineering, JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JUNE 22, 2012. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 IIe� P�� O; T p.0 it..................... 658 ../o FIRM # 12327 SCHULTZ ENGINEERING, LLC A NEW MEDICAL CLINIC. CRT CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS BARRON ROAD TRAFFIC CONTROL PLAN yes SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 2 1 LOT 2 OWNER REVISIONS 1 CITY COMMENT REVISION MARK REVISION 7/30/12 6/19/12 BY DATE Y Schultz Engineering, LLC 2730 Lon mire Suite A College Station, Texas 77845 979.764.3900 TBPE N0, 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 12-198 MAY 2012 A NE i1' MEDICAL CLINIC CRT CS 4lED CLINIC 2849 BARRON ROAD COLLEGE STATION., TEXAS LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS � �.J 3.5" & LARGER LIVE OAK (Quercus virginiana) 10 300 3000 CANOPY �""� LIVE OAK ('�/J 2.1" -3.4" CAL (Quercus virginiana) 2 150 300 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 6 40 240 NON -CANOPY G 5 GAL. WAXLEAF LIGUSTRUM (ligustrum japonicum) 90 10 900 SHRUB TOTAL: 4440 STREETSCAPE TREES SYMBOL SIZE NAME & TYPE QUANTITY CHINESE PISTACHE (D 2.1"-3.4" CAL (Pistacia chinensis) 6 900 CANOPY LIVE OAK - 2.1"-3.4" CAL (Quercus virginiana) 7 CANOPY 1050 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 22 880 NON -CANOPY TOTAL CANOPY: 13 1950 TOTAL NON -CANOPY: 22 880 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE BUFFER TREES SYMBOL SIZE NAME & TYPE QUANTITY /'1 LIVE OAK (�./) 2.1"-3.4" CAL (Quercus virginiana) 7 CANOPY 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 11 NON -CANOPY LANDSCAPE PLAN SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 CTzT - CS MED CLI NIC Ut�tIL.]�,CNrl STAT& 5,252 :. ,SF SINCILE STORY U Its l �G-SS�DCC�LICPA�NCY TYPE 2K (STEEL FRAMED NON 'PROTECTED; NON-SAR(N'ICLED) TYPE 513 (WOOD FRAMED) NON -PROTECTED, NON-5PPJNKLED TA'P:,LE 503 Al LLD 1gLE UI.�ILDIN HE( FfTS AND AREAS �4 W � G F>us'Lvuess OcrL pC(vLcU TUpe 21� G-k YOtefteG RKSprilAkLeOl MAX AREA 9,000 5F ;MAX HEIGHT 2 STORIES mcm r ,000 S ; vu, X l� �g%- 3 s' Ortes (actRat 5,252 S f Ov-0 Sv ole StOr1�) MAXIM't M FLoorz AREA.4LLDWANCES PETS OCe t PAN i DCCL,f.PANCy Lo P CjTR-10 T> "S" :L PERS0N'P6R. i00G'jSl` 5252 /2D0 = 52.5`'PE12S0NS OR 53 T'ERSONS Ai Al Title Page keynote Legend TkLe page keynote Legend -rLde page Iceywote Legend Key VALue I y. note Text K-to value I V-t vote Text 1Cey value I K.eUv ote Text 03 31 00J1 Concrete Slab (RE: Structure) 040519 MAsOwry AwchorAge Awd T?6v. forctwg 04 0519.L3. 3/16' x 7' Wtre CDLLCvwW AvLrC or 04 20 00.86 saw cut Reglet 04 20 00.B7 UKILCStowe RAWLOCIQ sill 04 20 00.Al cjoLdstowe- U K'Lestone veneer 050523J1 steelBawAng 050523J2 steel Lintel (12E:struCture) 05 05 23J3 stmpsonPrefab Cowwector (RE:structure) 051200 Structural SteelFravwlw9 (R E:Structure) 054000 Cold -Formed Metat Fran dng 054100.A4 3-5/2' Metal Stud 16' D.C. 0541 00.A8 6' Metal Stud 1.6' O.C. 0541MAW 8' Metal Stud 05 41 00.83 3-5/8' Cha V"KA Stud 0611 Do wood Framing 06 11 00.A2 wood BLoclztwg As Reaiutred 06 11 OO.A9 shtt As RectRLred 06110o.A10 2x Firestopping Per code 0611 00.A11 1x FtardteBoard Fascla 06 11 o0.Al2 1/4' W(rdie Panel Soffit 06 11 00.A13 1 X Ftardle Boarol Trim OC 11 OO.B13 1x12 06 it OO.D1 2x4 0611 OO.D3 2X4 FYavulwg - OG ll 00.D6 2X4 Fravutwg @ 24' D.C. 06 11 OO.Dli 2X Bloclzlwg 06 11 OO.F1 2x6 0% 11 OO.F3 2X6 Fravutng @ 12' D.C. 0611 OO.F4 2x6 Fravutwg @ 16' D.C. 061100.c,1. 2x2 06 1100. Ft1 2xiO 061100.11 2x12 o6 11 OOJl 2X14 061100.M2 6X6 Cedar Post 06 16 OO.D6 1/2' Plywood 06 16 DO.D- 1/2' Exterior erode plywood Oro i6 OO.DB 5/8' Pllu, wood 06 16 00.010 510, ExterLor ejrade Plywood 06 16 OO.D12 3/4' Exterior grade PLywood 0616 OO.Di,- 19/32' T-111 R S. Plywood or, 22 00.A2 iX2 Wood Trut 06 22 o0.A4 1X4 Wood Trut 062200.B1 WaLlHume Cabinets 06 22 00.B2 Base Cabtnets 06 40 00.81 P-Lam Countertop O6 40 OO.B2 P-LAvw Drawer 06 40 OO.B.3 P-Lavu Aoor 06 40 00." P-Lavw stoptwg Mvntbtwg Cover ADA O6 40 o0.B5 P-LAm 4' Baelesptash 06 40 00.11>6 P-LAvw Support 06 40 00.g7 P-LAtu Adjustable Shelf D6 40 o0.B8 P-Cant FLXed Shelf 06 40 OO.CT Metowtne FACed pLywood 0,- 21 00.A2 R-i3 BAtt IV'6RLattDn 0,- 21 00.A4 R-19 Batt Insutctewv. 0/- 21 0o.A11 R-13 Batt Iwsulattow with vtwyt Factwg 0y'21 OO.S,- 3/4' Rigid IvSuLatLOw 07 21 00.F1 3/4' Thentat 11>Locl2 O,- 24 00.A2b EIFS Ow 3/4' IwSRLRewvW Board 0'- 24 OO.B6 EIFS EXtrusLow 0,- 26 OO.Al Davuproo fbwg 07 26 00.A2 --RUAng Felt O,- 26 00.A5 Atr BA rrt•er 0YL4000.D1 CounterfLAshtng 0'- 46 OO.S1 Metal paw,et SLAY-0 07 Cl OO.AI 2' StAwAme Secmt Metal ROof Oy� Cl OO.A2 1-1/2' Stawdiwg Seats Metal Roof 0'- 62 00 sheet Metal FLashtng and Trtvw 07 62 00.A6 sheet Metal FLashtng 0,- 62 OO.A,- sheet Metal CORVLter Flashtwg D 62 OO.F}2 5' x 5' Box ejutter 0,- 62 00.Ft3 6' X 6' BOX Gutter 07 62 00` I Parapet Corp Flashtwg 07 62 OOJ2 Parapet cap Cltp 0,- 62 OO.L-1 4'x 4" DOwwspout 0-39 65 MA2 60 MILS Neoprene Base FLaSKW'3 07 ,-1 00.A2 4'X 4' BOX cjutter 0'--100.83 DOWwSpout 077200.E1 Roof CUps 079200.A1 sealant 0792 00.A5 COnttwn.COjtS Bead of SeAtAwt Oy'52OO.A6 closed CeLL ejaslzet (Between searws) 0yL92 00.B2 SACIZeY ROd 0910 OO.AI WOLL Opewtwg to Beyond 0011 00.B1 ALurwinuvx. Door Read 02 11 OO.B3 AtuvuLnuwt Door operatty capmb 0214 00.A2 13/4' SOLLd Core Door Oe 43 OD Storefronts 02 43 OO.AB Store front Read At Fiwtsh 08 43 oo.A9 Store front Typteal Mutttow 08 43 00.83 StoYefrowtJamb At FWS11 Oe 43 OO.B5 Storefront DoorJavwb At Ftwtsh 00 43 DO.P>Y' Store front Read At �wush 02 43 0O.B23 Storefront Ftead Mouwttng Ftardware 00 5113.A3 Aluvutwuvw FtXed WLwdow Ftead 005113.A4 Aluvwtnuvu FEXed WLndow SILL 02 5113.A5 Atkn Lwum KAta WtwdoWanub 02 5113.A7 Aluvutvu.(K& FLXed wtwdow 08 71 00.S10 Brush Weatherstrip OS 81 OO.F3 1' Tt.vwted Iwsulattng ctass 09 2216.13.Dl 3 5/8' Metal Stud Fravutwg 09 2216.13.D3 3 510' Metal Studs @ 16' D.C. 09 2216.13.Fi 6' Metal stud Framing 09 22 i6.13.F3 6' Metal studs @ 16' D.C. D9 22 16.13.14 3 5/8' Metal Ruwwer 09 22 26.13.16 6' Metal Runner 092216.13.M1 2-1/2' CFt Stud (25g0) 09 23 OO.A1 3/4• ejypsuvu. Plaster 09 29 Oo.C4 1/2' DewS'30& sheathLng 09 29 oo.Dl 512' cjypsuw+ Wallboard 09 29 00.D11 512' Type 'x' ejypsuvw wallboard 09 29 OO.D13 5/8' M.R_ cjypsuwt Board 09 5t 00 AcousttcaL CeUtngs 09 51 OO.A5 sct"ore Edge (3/4 X 24 X 24) 09 51 OO.C2 15/16' Walt AwgLe 09 65 OO.B2 4' ReSWewt Cove Base 09 Y�7 Do FLber Relw forced PaML.S 09 77 00.A1 FRP Pa wet 10 28 00.Ai9 Mtrror 10.29 00.A20 specutew Pass Through 10 20 Do.C1 Cjrab Bar ii 3100.At Refrtgerator(NIC) it 3t OO.A2 RV601ercounter R.efrlgerator (NIC) 113200.A1 Autoctave (NIC) 1-134 OO.A1 FAX MCI Chtn (NIC) 1134 00.A2 Printer (NIC) 122000.A4 EXtertorSot arShaAa.g 13 49 OO.A2 5/8' Lead Umcl ejypsuvu Wallboard 22 40 Oo.A3 Lavatory 22 40 OO.A9 I,ttLtitd stnl2 22 40 00.A17 S.S. TWO CO-Artttewt SWz 6' AAA 22 40 00.A18 S.S. SWo- 22 40 00. E3 Toilet 23 3yL OO.A2 supply Air erMe (RE:Mech) 23 3,- 00.A3 Return ALr GjKLLe (RE: Mech) 26 0500.A2 Electrtc Riser And Entry 26 51 00.A10 2' X 4' u'y-In FLuoreseewt Fixture (R.E:EiectriC) 26 56 00.A4 WALL PAcl2 Ught VALLIAM80N GPOUh AP-CKITECT& ARCHITECTURE PLANNING INTERIORS I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 4 979-775-1778 CRT - C5 MED CLINIC 284G BATON ROAD COLLEGE STATION, TX 77845 - Of CAPROCK TEXA5 10 LINCOLN AVE. 5UITE 1034 COLLEGE STATION 77640 COPYRIGHT: 2012 t� WILLIAMSON GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 V, WORLD RIGHTS RESERVED d NO PART Of THI5 DOCUMENT MAY BE STORED IN A KETKEIVAL s "� SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OK OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAM50N GROUP R ., REVISIONS L^, REVISED BUILDING TYPE u OF CONSTRUCTION 1!, t "S� Z L c ARCHITECT'S SEAL iNLL y w •,,, p V • s � f (3 ... UJI Vdo Sheet List �,:`Jw�IL{;:,!t+ w --, SheetCr i Number Sheet Name �'. 7530 'k .`0� C T1.0 Title Sheet T1.1 Abbreviations & Standards T2.1 Specifications 2 T2.0 Specifications 1 A1.0 Architectural Site Plan A2.0 First Floor Plan A2.1 Enlarged Floor Plans A2.2 Enlarged Floor Plans A2.4 Plan Callouts A2.5 Plan Callouts A3.0 First Floor Dim. Plan A4.0 Exterior Elevations A4.1 Interior Elevations A4.2 Door And Window A4.3 Millwork Details A5.0 Building Sections A6.0 Wall Sections A6.1 Tower Sections A6.2 Enlarged Vertical Details A6.3 Misc Enlarged Details A7.0 First Floor Reflected Ceiling Plan A8.0 First Floor Finish & Keying Plan A9.0 Roof Plan S1 Structural Foundation Plan S2 Structural Building Plan S3 Structural Roof Framing Plan S4 Structural Building Sections S5 Structural Tower E001 MEP Site Plan E101 Electrical Lighting Plan E201 Electrical Power Plan E301 Electrical Riser Diagrams M101 Mechanical Ductwork Plan M201 Mechanical Details & Specs M301 Mechanical Schedules P001 Plumbing Site Plan P101 Plumbing Under Floor Plan P201 Plumbing Above Floor Plan P301 Plumbing Schedules & Details REVISED 811112 1�\ram F�„� 7/10/2012" ENGINEER'S SEAL :y � �• REVISED 8/ I / 12 r4 � ilia REVISED 8/1/12Cl y REVISED 8/1/12 b t^ OFB � DRAWN BY `-- CLW> CHECKED BY REVISED 811112 C. LEON WILLIAM50N 7/ 1 1/ 2012 DATE 1 Title 5eet' REVISED 8/1/1 2 I I I T1,00 OF 23 SHEETS Iy: 1 .�.,.. y�''�y' � a✓ is <y^" $ i & � F �. .......:. .... ::.�. .. ._ ,t,. A 1 n)fl -'.: D1orwi .-:.:. .y NAtSii Doors � 404.2aTwi Maneuvering CyeapGdpe3 at a ..Gates,.��bl� .Manual o`id1T{Doors . i3r-. g and ayal-gppd ny Doors, Manual Slid ±. hUninium Maneuvering Clearance Approach Direction Perpentficular to Doorway stop'l,atch side unless noted) From Front 48 inches (1220 I Ins) 0 inches (0 nt ) From side 42 Inches (106 n m) 0 =nc11es t0 rT m From pocke Binge s:d'e 42 inches (106 mm) 22 inches (560 min)' From �-,opltatdi side, 42 1nches (10*65 mm) 24 inches (610 ni:m) AV7TT T T A T\R n T-)(--)T TT) A T)rTTTrrVrrr Q %: '. :: -.��-, � �- C.,VLLCC-7C I I V N I X / / O--tD Figure 444.2.E Doors in Series and Gates in Series 7 Door Clearances in a Series 1 A- = V-0° I .> w I r' n I N I A\/ F C-111 T 1= 1 n� t ABBREVIATION SCHEDULE FEC FIRE EXTINGUISHER CABINET PTD PAPER TOWEL DISPENSER FND FEMININE NAPKIN DISPOSAL TTD TOILET TISSUE DISPENSER EWC ELECTRIC WATER COOLER EHD ELECTRIC HEAD AND/OR HAIR DRYER FND FEMININE NAPKIN DISPOSAL GB GRAB BAR ITMIN 17" MIN MIN KNEE CLEARANCE MIN KNEE CLEARANCE it U. E.W.C. LA � m % � m TYP. SIDE VIEW OF LAV. TYP. SIDE VIEW OF EWC. ,46" NO SCALE NO SCALE MAX 6" MAX 36" MIN 6" 12" 42" FLUSH LEVER GRAB BAR TO WIDE SIDE GRAB BAR OF STALL 36" MAX TTD M Z W Z_ Z J M �QQJ O OLL °r°U N M N tf� W OLL -U O) �O U �—O U TYP. REAR WALL 18" TYP. SIDE WALL NO SCALE O SCALE N 6" MIN PTD WITH WASTE RECP. SIGN 12" MAX PTD CONTROL POINT & OPERATING o a = MECHANISM p 0 OUTLET o v Q 0 �0._ z_ �a o (L co U) CV U) HI/LO ELEC. WATER COOLER MIRROR MOP HOLDER CENTERED EHD OVER LAV. OR SINK) O FEC I z w � J LAVm WASTE w to U RECP. v J ME I pa: g w CaD FND N i N mi URINAL N . M Cn w U NOTE: INFORM ARCHITECT OF ANY DISCREPANCIES BETWEEN THIS DIAGRAM AND ANY OTHER DRAWINGS OR SPEC'S. MTG HEIGHTS 1 1 /4" = V-0" 5n MEN 8"-max IN RIOR GRAPHIG t t D R p L,47GH SIDE ARCHITECT'5 SEAL a� i INS P FIN F • • • * ; : *3 _ FOR TOILET ROOM SIGNAGE: UNIVERSAL HANDICAPPED SYMBOL i AND FIGURE SYMBOL SHALL BE USED WITH "MEN" OR 'WOMEN" AND SHALL HAVE BRAILLE ROOM NAME IN LOWER RIGHT CORNER. 7/ 10/201 2 4 ADA SIGNAGE ENGINEER'5 SEAL STANDARD ABBREVIATIONS AC. ACOUSTICAL MA5. MASONRY A/C AIR CONDITION(ED) (ING) M.B. MACHINE BOLT ANCH. ANCHOR MFG. MANUFACTURING ASB. ASBESTOS MFR. MANUFACTURER MK. MARK BD. BOARD MAX. MAXIMUM BM. BEAM MIN. MINIMUM B.M. BENC MARK MTD. MOUNTED BLK. BLOCK MAT'L. MATERIAL BLKG. BLOCKING MTL METAL BOTT. BOTTOM N.I.C. NOT IN CONTRACT CAB. CABINET NTD. NOTED CEP. CERAMIC N.T.S. NOT TO SCALE CLR. CLEAR CLG CEILING COL. COLUMN O.A. OUTSIDE AIR CONC. CONCRETE O.C. ON CENTER CON5T. CON5TRUCT(ION) OPNG. OPENING CONT. CONTINUOUS CONTR. CONTRACTOR PART'N. PARTITION CORK. CORRUGATED, CORRIDOR PL. PLATE DBL. DOUBLE PT. PAINT DIM. DIMENSION FOL. POLISHED DN. DOWN R. RISER DET. DETAIL RAD. RADIUS DOW. DOWEL REINF. REINFORCE(D) (ING) DRWG. DRAWING(5) REF. REFER(ENCE) EA. EACH SCHED. SCHEDULE E.D.F. ELECTRIC WATER COOLER S.C. SOLID CORE ELEV. ELEVATOR, ELEVATION SECT. SECTION EQ. EQUAL 5HT. SHEET EX. EXP. EXISTING EXPANSION 5HT. VNL. SHEET VINYL FLOORING EXP. JT. EXPANSION JOINT SIM. SIMILAR EXT. EXTERIOR SL. SLOPE E.W. EACH WAY SPEC. SPECIFIED, SPECIFICATIONS SQ. SQUARE FAD. FABRICATE, FABRIC STD. STANDARD F.D. FLOOR DRAIN STL. STEEL FIN. FINI5H(ED) (E5) (ING) STOR. STORAGE FR. FRAME STRUCT. STRUCTURAL 5U5P. SUSPENDED GA, GAUGE THK. THICK GALV. GALVANIZED TYP, TYPICAL GL GLASS, GLAZING GYP. BD. GYPSUM BOARD VEPIT. VERTICAL H.C. HOLLOW CORE, HANDICAPPED V.I.F. VERIFY IN FIELD HDWR. HARDWARE V.W.C. VINYL WALL COVERING H.M. HOLLOW METAL V.C.T. VINYL COMPOSITE TILE HT. HEIGHT W.C. WATER CLOSET INT. INTERIOR WD• WOOD WN5CT. WAINSCOT JST. JOIST W.P. WATI R PROOFING JT. JOINT WT. WEIGHT LAV. LAVATORY W.W.M. WELDED WIRE MESH LAM. 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E:llVKMk-JllF-, t-4,6�PklW-1 A -,CHITECTURE PLANNING INTERIOR5 P I OG EAST 2Gth STREET, DRYAN, TEXAS 77803 k P k"vTA'-4'- rOR.- , P, V�'ZC�l "3` KIP C., I I !R'T�; "AM" t'�y A . .11 -,-, 1, 973-775-1775 E"S jc X""'M, Al" PAR�,K.lv-'VA-) Ce 1'P0,e,'Ayj CA 777 7,77 77-77 771" 77, 777� 77=7 -77177=77=7,7!r—�- 7-7 -77 m." F i. s 'r, RV.'S 6"D x I S-; Cdl A CRT CS MED CLINIC VA'111111'111AI-liel'� Tl*l-'�r_"--"rF.';'k" VVFF�-f A CC,)�,: Y'S'l-F TINIV TZ, /4 R'-A t,4A T', -C) L-A's"T; t 284G BARl"C"N ROAD C' COLLEGE 5TATION, TX 77545 -A -A Fr"'FAINTIR" EXI AL KMON', V-1, AL t,,'C"y T�fCRV� Al�: F 1V 4, AT,'> (,-,L.AS,r,. S, f.J`A*�) CAFROCK TEXA5 (.",LASS, Flg,'J" cl-11-of" ',ASTNI 1!-� f.*,",-; Fz.1-T�,!A710�--t,,.--,� Sol Hlvlvy� 411. I I 10 LINCOLN AVE. 5UITE 103 wr-' -.-,YT, 'n -1 L f."AT)SI.-I E, E`r: E. NTI:'?A t�'�aLj". S, S, COLLEGE 5TATION 77640 f �Jl t-.Atltf A'tE*;S!c-j t.l 01,mT, Ls I A 4,C, E: A FtAL-t-y GTT 'f, FOR� 1 L.- 14- I'f c..' f f TC' ATRCH!' �,tRA L.- A�,! T, C.-I SON�.Ai�- �4,,A,"V 6-1:> TO P�A` kl� f�l.!T:�T."i>�-I'll":�IC'.tN,Ct�".. At V�Tlt' -T C ii-,C. 'AT*C-'T-'-,. -T 1m) COFYRIGHT: 2012 WILLIAMSON GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 (s) WORLD RIGHTS RESERVED 01T--"T'H!,S AIZV.A%s�A�L-AlM-C —S-l"A"" I.J."'A-3-') S,� FOR. �-VOF`R'- VA�llfj Z IA' 'rfO,,' NO PART Of TH15 DOCUMENT MAY DE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING ST'-C--Cw�Al-1 TY'511.4�11411.r� THAN BUT NOT LIMITED TO PHOTOCOPY, FHOTOGWH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN 5,C15 C"A' ""'k'AjN 1� PERMISSION Or WILLIAM50N GROUP OF -'Slc-l.l"JA (F)�- C."tR-CATE:T, T'HANI. LATEST -A ct--f MAI-CAN!:� F�"'!Af o07' ft A ATZEA rQ-r)C,,,lA.S TO �NC�2 UTM�* Nr.A IAl"I 0 N: -'.3 t-1 IE: LID, I t-1 1',,, OD R.S Fs OF Z>�'IDTZ' T Ff! kl�"I-1 r-C)AM'11- 7,4-0�,� -.' A rDN LDCATE-' t�N Vv�Ai (A) cxi-cmi'� si-fcc..'r 1-,c-A,> -P-D T>00R- T`T��DVMf14�'�'l Y.-F-Ay L. TO T �A L I 1, 4 VVH! C. 1 -1 V r,- 0 CA, I t4,'�,,TA L 1- T�', c r- 1 (.."AT.r.l0QFT-,,e ANT','- A-C,� E 4-1 jl- A 2. U-4,,�! (51.,AM) �4 I CH PA NA. T i,j 0-�4 ARCHITECT'5 SEAL fl) TOV-67 A`C�E-S--SOTZIC,�--*, ilvvkt-)V,r.-"",C-f,*,"�T",E*F-,�,.'7,: A `A�,*QSHT 0 40.1f 0. OFTE-XA.. r, 's. I F. 'A'T c" �qs . . ......... f 7 H, 4 P'rX IS IJ t'.t�,S ATf �J T�l siz"A'*-z r,:,. 7/10/2012 ENGINEEK5 SEAL T E:TZ-S". r> R,� ON,`, INIA t;. 4 VIVA. L. wrr-�l I., E�'� Tz. . C) I�'s f'*�*-� TC' CLW DRAWN BY SPECS 2 12" l'-O" CLW CHECKED BY C. LEON WILLIAM50N 7/ 1 1/2012 DATE 5peafication5 2 =:s� l il. V -V /`"'�#-�� 8 ---_. N. • �J' � ( • • .,.� \ � �) Imo. - , :. - . • ; - � � � .. • 33869 _ .� �_� 339. 1 .3 0. r.� _ .... -- _ 341.DD �. 340.15 D 339.00 339.02 .162wM y''.`Da. a, 341.17 �B-M �� 1' 339.88 TC ► ° �6316""'...�—�" �UL Q 1 ^ �p 341.85 341.=44 b2M—u_i1_..--� — — ° r D °�• s 339.TC 4 0'a: 4 p� M31 tip--�a-M-- bB-M °. •a a. . z ° • • • •l •� Da •e• ° • �''~� . A > • U 6 339. j�"� ��►.% _ ► • ° • • , .. , , a `'• .° . •> •D a ' h n • ► •� } •°j'r-0 pgaL'. 338,96 y"g • 338 B ° ? w De .> +°' ° _. lD a •e.► b• ub � '�, •Q3X••;e° •?140:i10• R339.85•�� 'JG•, •'D ems-- > a •E• 33&99 3?i8D0 '`�. --� "r 8 ° �, »34t. n�o.�[ 341 29 1� ' 4 p . s =>°pb °� 3�1.D2• I: • �.s�.fl .a . >.•° •. �•-- r• �pE1ECTA8i,E�4711� 341.Z e► • A _r . - ,� 338 B7 �' �-- WARh�iC9 BUIFACE r- 140 • a E • .r• ter. 33H.H5r- '"�� > w:�—"—�.�" — ACC EAM 1 --� ter_ . zo o o zo p I. . ._. MULTI USE PATH GRADING -� ti .� 1 •_._ SCALE. IN. FEET.. - - THE SEAL APPEARING ON THIS .+.'''yy .... py DOCUMENT WAS AUTHORIZED BY 1 I 1.inc JOSEPH P. SCHULTZ, PI LICENSE ' •`'': ,..: It n . e� N0. 65889 ON JUNE 18, 2012. 2730 Lon miry Suite A Texas "•'•_~�'•:• .,,: Coll Station, 77845 - 979.76 4.3900 TBPE NO.12327 . ..ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 1 CITY COMMENT REVISIONS 6/13/12 MARK REVISION BY DATE KLING MMC MMC 'JPS 12-198 . JUNE 2012 r.. 40 20 . 0 40 SC ALE IN FEE T - - Alignment. Data: S--1 Start Station End Station Length Line/Chord Direction Start. Northing. Start Easting End. Northing End Easting 1 +44.78 2+66.38 121.60 S427 35' 11 "W. 10188995.80 3568272.82 10188906.27 3568190.54 1 CITY COMMENT REVISIONS E6/i2MARK REVISION BY SMUCNRAL WKFILL 49 LF 34 THE SEAL APPEARING ON THIS f A„���+'"+ E n. i nee ring,*.'.`.*'. DOCUMENT WAS AUTHORIZED BY JOSEPH . P. SCHULTZ, 'P.E., LICENSE- fit."»"' . NO.65fle9 ON JUNE 18, 2012. '�. i»...................N&. e Suite A 2730 Longmir , cu.. . :"_. College Station, Texas 77845 �--- 979.764.3900 TBPE NO. sa327 ISSUED FOR CONSTRUCTION �.. 65889 , DESIGNED . DRAWN APPROVED JOB NO. DATE �". �e,1T (J MMC MMC JPS 12-199 JUNE 20i2 FIRM # 1232 SCHULTZ ENGINEERING, LLC :.Alignment Data.: W_ 1 Start Station End Station Length Line/chord.Direction . Radius Delta . DOC Mid Ord Tangent Start. Northing' . Stark' Easting End Northing End Easting 0+00.00. 0+56.71 56.71 N390. 13' 07"E 10188609.07 3568283.46 10188653.00 :3568319.32 GENERAL NOTESs NOTE= • 6" r " L VALVE EXTENSION TO gg�� D 1. FINELY, DIVIDED EARTH FREE OF ROCK.4UMPS AND CLODS EXCEEDING • ! 4 X 4 x Y TOP GlliE :V VE Y COMPACTED AROUND THE CAST IRON PIPE STAtIDANRD FIRE HYDRAN 2 2 6 . ONLY OF SHALL BE PLACED B HAND. AND COMP E • AY CONCRETE. i5 QEC £P RNTHAN 5 FEET FROM.. ' i A DEPTH OF "OVER THE 70P OF THE PIPE BEFORE BAC}{FiLL tS BE GATE V VE • ( 28 D . '.: FItNISHED GRJJIE}E.. 0 dE >x Jy, STRENGTH a 2000.psR BY ANY MECHANICAL EQUIPIAENTr . W/VALVE BOX a A . WTIH •4 AR AR - V{�,V ERATING T. WATER LI$ j 6 AROUND 2• A•I• E OP 2. ALL CONCRETE .BLOCKING SHALL BE 28 DAY COHCR$TE STRENGTH 201}Ops?L .,:_ :•;� ALL VALVE BOX. EXTENS[OUs ARE TO 6E Ltl AS REQUIRE + e OF STE��{{,,..5tiED AS H0tE0 3. ALL THRUST BLOCKCNC SHALL PROVIDE A MlRNS1w OF 2 SQUARE FEET OF AND PA>riiEp WITH TWO (�): 7 Y BEARING AREA Of CONCRETE ON UNDISTURBED SOIL. OR AS DiREG ED B •ARIA :COATS OF •METAL PAINT. THE ENGINEERr TEE OR TAPPING SI Egvt_ COPPERHEAD AKEPIT TEST & VALVE AS REO ED T XTE BE A 1 H� Y) . ' • . EXTENSIONS SHALL Mlu1NM� • STATION tL C DUTY) OR 3 4. WATER MAINS WILL HDT 8E FULLY PRiw55UA1Z£D UNTIL CONCRETE HAS AS. APPROVED EQUAL OF ONE (1) FOOT LONG. BEACHED 7 DAY STRENGTH. REQUIRED 1 - 4• VALVE BOX LIDS LOCATED ON 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE .BARRELL WILL HAVE FULL I _o�ll'_'GVA-A VALVES TO ISOLATE FIRE T F TRENCH.BDTTOIII. BELL HOLES SHALT. SUPPRESSION LINES FROM PUBLIC BEACUTG FOR A WE. L AN f HYDRANT. ' WATER LINES SFTALL 8E .AIItPro � CUT OR EACH BELL AND IRE : USA.LLS62 LOCKABLE LID.. 6. ALL,F1TrilRG SHIALL 6E bl£CHAHCi. JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90• T. HYDRANTS SH1A,L BE LOCATCO NO CLOSER THAN 3 FEET MEASURED FROM STANDARD F91E HYDRANT CAT E VALVE THIS BACK OF CURB TO THE FACE OF THE STEAMIER ON THE FIRE HYDRANT. WIVALVE 6DX VALVE BOX.PER SPECS. STANDARD F HY a . 9R)r DR y, . COPPERHEAD SNAKERff TESY' VALVE BOX PER SPECS WITH BOX STATION (LlGRT DUTY) OR EXTERtS10N AS NEEDED 2" SQUARE AWWA NUT hXTENSION WITH . . Af �A. + APPROVED EQUAL • . FlU SHED GRADE NTERIiG COLLAR.*RHH1MAiE 4'.TO 51 .. / " ' ..• FRQt�I TOP OF BOX. s BURY LINE 2" SbUAAE AWWA NUT , A5 fl£0'0 ARIE FIRE I a.JR.ClNT LOCATION.. EXTENSION WITH 1 A � CENTEMYNG COLLAR' : ?a•'' 1 F.A T 1TGN 7 NEEDED �,DED TERMINATE 4 TO 5 • FROM( TOP OF BOX.. ' -ram 6- STD. 6" D.L OR C909 PIPE , • . s �1H SS DMIS COUPLI N R STD. CATE VALVE.: ..AWWA C900 W/STAM.ESS L �•...e ; ....... CO TE , PEA GRAVEL • FILL .. '. PR&SSURE F>� STEEL BOLTS 24•• x 2a x s EE 8L0 KING _ • TO 1 FT. ABOVE . ! !. WEEP HOLE - • :•T ?8.OAY` CONCRETE 14 a. INSULATED ,�. STRENGTH a 2000 psi $ PVC OR OIL PIPE . r . • � � �• ( SWITH 4 BAR AROUND ... ,. THRUST BLOCK a � : COP R !RAC •- FE ER . 0 WIRE W/ALL SPLICES -;: • > - , I ALL VALVE sox. - . MADE USING APPROVED WATER TEE OR TAPPING BLOCK USING 12'42"Tt4" INCH! CONNECTORS ..SLEEVE b VALVE CHANCAL JOINTS ! PRECAST CONCRETE "•? :; : c: • AS REWxRED WiTH SET SCREW 13LOtUi •�-�•�•�+ ji• _. BLOCK, AS DIRECTED. BETA& GLANDS Y,L.I�WA -A .-... :.•.� HdIN.OIMIENSION APPROX.. OR VNEGA LUGS . 12" CR EQUALTO ONE BAG OF y��/li.,L SPLITARE[ 1D5 BLOCK AS DIRECTED (ROTATE 70 FINAL GRADE) SACKRETE E AI.I G o '.• T DARD PIR,� HYD�AN T A.SSEIV.�BLY S AN w1-0o W-02 - COAT io W1TH {, C PP RHEAO AK TEST H 5 E�PtT PAINT 2 SQUARE x 2 HIGH T[ N cLt�HT DUTYIOR ?ARE=ER TO TE� CAL CTipN 09 03 12 BLUENA1.+£!, OPERATING HUT R VED EQUAL FOR TRACER YttAE INS ALLAitON cOPP RHIEAD 5RtA%EPIC TEST STAY N 1LIGHT DUTY) OR ' a APPROVEO'EOUAL GROUND LEVEL 4. VALVE' OPERATING NUT � --METAL DETECTOR TAPE .. TERM •"• , " " METAL DETECTOR TAPE EXTENSION L, ,� [ T )• lA _ ' i SS sTE� Box s D FLAT .wf SD•CUT•OUT ' 4W.OW VOLTAGE lSIiECT BUR[W, T!?t, ECTRICAL WIRE CONHECiOR T1 CIA STEEL ROD 149p SG LtoW�IOPPE SQUARE -SOCKET. . 21, CIA INSIDE ;I iy�0 318" SET SCREWS ON . 21/4" DEPTH EITHER S>0E TO LOCK TH1E :.. TYPICAL UTILITY PIPETYPICAL UTILITY PIPE (118" MIN WALL RATING NUT. 5CR6W5 . THICKNESS) TO Be FLUSH YN1TH OUT59}E tiDtiE OF BOTTOM( SOCKET..nRACER nNUU^'THEEFr T D QED. END V T FA T gH TAPE 0 Tip E A , 1q�E��ALS. TR R ggWgIRs 5H���''�'�L EX END GATE VALVE EXTENSION CQa. t ANDY SEC'XE FOR. FU 0 COCI NS WI-o1 UTILITY' PIPE LOCATION- MATERIALSW1-03 • { \\\� 1 . ' ~' I -MAN Lem s „ , BLACKTANE u ON ALL VALVE SGN -, BE . - { FROM 20 GA. STEEL BAKED ON - - - - S7J FRM. FURNISH ONE DIRT ENAMEL 24"N ,�1 1\f/fi�`'J/� r � Cr •� \1 \ 1� %�f�•.�%1�.��'���r��1\\/!!(� 5 ■, . WARNING AND ONE VALVE SIGN •T 1 • , . - f . f i - 1 • • 1 t � 1 f ; .�1 ttCAPIPLUG YELLOWFuR, .. . m SAME NL4MER OF ,ltll 11�I, :ICI, ,I►11 OR REPLACEMENT SIGNS AS FOR EACH OR CROSS >:�ti•LYr:511 r•:•: :�'5:�=•'•Y:k:%.r, :•j{ \ OtSTALLED (OMITTING VALVENALV - 1 1 �• NUMBER ON VALVE SIN BLANKI _ MMW SAND SENSITIVE, NUMBERS A t To BE ADDED AFTER 24"{ { ^\\\\ w PLUG PLArr •' 'PIPELINE WARNING UNDISTURNO DIRT FI-1 IDENTIFICATION SIGN ' "cri i^t�:'t`• MEGALUG . -i 44 •f: f [ •r• T 41-V VALVE BOX AND SHAFT EXTENSION CHANNEL POST • ' �4•:0" rCAST IRO N VALVE BOX COVER VER 2'X 4'X CDNCRE E SLAB zx4•x sn CONCRETE SLAB GREAT ER TER C T '. THAN 5 F 4 �ACK R A1tERtCeW FU3W CONTROL TRENCH CONCRETE ADAPTER OR AN APPROVED EQUAL GAT BEND AND PLUG. •�� 9ECBVArA-A r; NOTE: VNEIMON FOR CONCRETE VARIES WITH ' •_: WATERi.09 SIZE THRUST BLOCK . *NDTE: RESTRAINED JOINT 6" M. J. W. PLACED ON MtP THIN LIMITS W/THIRUST BLOCK UNDISTURBED SOIL ESTALL 'ANCHOR •COUPLING: CO ACTION WI L4U S OF ASSEMBLY SHALL BE 95'!. AtNO REDUCER AS REQUIRED END .OF LINE BLOCKING STAMOAAD DENSITY PER • ASTM D698 IN-LINE'BLOW OFF ASSEMBLY" . - W 3-01 • W3 Oa • 1. EMSED COPPER .LINE IN TAMPED SAND FROM(' BRONZE INSECT. SCREEN. '�.CALV. ELL .. 1 T T 6 A80 UNDISTURBED 501E 0 VE AND ON BOTH W 5.5. HOSE CLAMP SIDES OF COPPER- PIPE. � ONLY. NIPPLE 11 REIHO�TAR�D OtSCAgD . - MJ PLUG .. � . ER USE VALVE BOX AND SHAFT EXTENSION 2.PAYJENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR NELEASE/VACUUa`( H EXIST.GRADE .. " " WITH ( 4 D CAST IRON. VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, A5 SHOWN N . BREAKER. VALVE '. 2 METER BOX WI 1 . DETAIL, MCLUD6+IG MJI,E+1 LINE TAPPING SADDLE.' VALVATIC MODEL 101 IV) CAST IRON LiD 1 SCH.40 CALV. PIPE 2' X 4' X 6" CONCRETE 5}.A8 .PIPE.SIZE .SHALL BE 1".OR 2".. MR MODEL 102 1271 OR a. F v Y" APPROVED iI� AFTER BLOW -OFF . .n: : ,•,•,�.�.�. SIZE D . La3£S AND VALVES MAY B6 MODIFIED B FR VED EQUAL H INSTALL MICE QUICK AAtERICAN FLOW CONTROL: . THt£ .EHGiRtEER IiOT-80X POLY RQX TRENCH ADAPTER MODEL PHRI (V) WITH ' EXiST. GRADE . CONNECTION. b CAP OR ILIA APPROVED , FMAT OR MODEL PIM 112"1 EQUAL WITH HEAT OR APPROVED VALVE PIPE MATERIAL EQUAL BRASS BALL P E FAA E TAPPED CAP 4 X V x 3• CONCRETE PAD (FOR T' PIPE 4" X WX 3'CONCRET PAD (FOR 21' PIPE) . BRASS THREAD PIPE • " WATER MAN IRON PIPE THIREM COMPRESSION FITTING BRASS .ELL ' W TAPPED CAP A1ND BALL CATE VALVE CONCRET BLOCKING TO WATER: 4" M. J. ELL PLACED ON N ETE ae OCKWG TO gg tI ACCO' WCg WITH TYPE "W'. COPPER TUBING BE W nu��AIL W3-CE WITH 1�Aw. UNDISTURBED 5D4 DETAIL WC .. . DETAIL YI3 OD • :. .. - BRASS NIPPLE - - •.. . 4" LINE END OF E 'TAPPING SADDLE Y CORPORATION STOP. ..BLOW -OFF ofFiBLOW-OFF-RISER AIR RELEASE .VALVE & VACUUM CHECK VALVE W3. -3 W 3» 02 . W3 0 0� OTEPOLYETHYLENE WRAP OR H c USE EQUAL 13ETWEEN CON MTE b PLUG TD PREVENT CONCRETE FROM STICKRM TO PLUG. NOTES=. S i L NO SPLICES IN COPPER TU$ING WILL BC ALLOWED A- ERIAL 5E ERAS CURB STOP . U d SHALL'BE AS SPEC>F b OR :WITH PLUG (REF) � .a BETWEEN -THE SERVICE SADDLE AND THE CURB STOP'•. ROVED EQUAL. .' .. .. FOR SME SERVICE OR BETWEEN. THE SERVICE g;ALL CONNECTIONS TO BE COMPR£551DN TYPE. : Q SADDLE AND THE WYE FOR DOU6L£ SERVICE. ••' C . 2.R SHALL BE THE RESPOM38LITY OF _THE CDHiFRACTDR BAIL IL SERVICE . WYES & EXTENSIONS ARE . TO 6E INSTALLED YiitH THE MAIN LWB CONSTRUCt10N. _�_._•'• . _ ._.�. TO PRESSURE: TEST LINE tM�EOfATELY .AFTER THE 4 �•"'` . . STREET CROSSINGS HAVE SEEN INSTALLED. 7 METERS AND VALVE 8OXE5 SML BE PLACED 8Y THE . I;•0» CiTY UPON PAYMENT OF:. FEE. " • _ 3. MARK EACH SERVICE ENO WlfH M£iAL "T" POST •P T O BLUE. 8.LOT CORNERS SHALL BE MARKED.WiiH A LATH UNDER AiN E VIEW AA -A on THE SUPERVISION F A RPLS UPON .COM PLETiON OF p ' c - �, a t.sP' CONSTRUCTION. D UBZe i eS.�eR q N O .: r�., o VICE a ONC. CURB b GU TER F UR La AGAINST URNOISTURBEO . EARTH A. . EAR .. .. .- TEE TIUSTBLOCI� **SEE T C . S it SALL VALVE.- PAD ECHM AL EC ON 33 12 13 . T.�T- GLOCR N T Sr FOR MATERIAL REQUIREIAENT5 , WITH PLUG ' L ALL CALCULATIONS ARE BASED ON INTERN PRESSURE OF :. 1 200psiFOR 24'1 AND SMALLER INNER DIAMETER PIPE. 2 FOR COU13t,E SERV 1 2. ALL BEARING SURFACES OF THRUST @LOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 200D psi. 4•)AN. APPROVED SERVICE SADDLES 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHIERE FOR DUCTILE AND PVC. OR 1„' „ » ANp AS DIRECTED 8Y THE,ENGINEER. THE VOLUME OF : TAPPED TEE TYPE H COPPER TUBING . (2 FOR DOUBLE SERVICE) CONCRETE BLOCKING SHALL NOT 13£ LESS THAN SHOWN HERE. t-N.�" X 1" BRASS WYE 5: WATER MAW SHALL NOT BE PRESSURIZED UNTti. ALL CONCRETE CORD STOP BLOCKING HAS REACHED 19OOps0.. (T FOR DaueLE SERV.1 V TYPE K COPPER TUBING (SINGLE SERVICE) ��tt '��jj' 1.1/2" TYPE. K COPPER TUBING tRWRI,E SERVK:ET 1•1I$" CUTOFF BEFORE WYE.'. THRUST BLOCK DETAILS WATER LOM lSEE ND7E 11 !. V . E -_ SER-ICI�ICE . POUR CONCRETE AGAINST CONCRETE SMALL NOT : UNDISTURBED EARTH E%iEt� BEYOND d01Nf5!~ l.F�Olr'TA�VD LONG SID7 - _ W2 '� " STRUCTURAL VA(WILL AREA INCLUDES Vr WATER WtD7 ALL PAVED AREAS .(SVEWN,KS, WEETS, ALLEYS.. `•s. - PIPE AYS.AttD PARKING AREAS) • z ,L. ; ,: ORIVEW AS AND SHALL �:,? .. _ :. "'s•:.+ :w EXTEND 5•BEYOND THE CURB LO C. STRUCTURAL .,; ,`� i _ °a" `.r: r: • r'• . ACKFILL SHALL BE CEI,IENT STABILIZED(QPT10 �• • i . s N •�•'•: r •=:•t, : ` irr •:t i.. " NO.2 IN W4.03) OR EXCAVATED SOL'COIYISACTED . •n• ti .r r x r_ +.. _ .- ~.:1 ,1. 2. ?• . 2' s • t ., -.°' TO SIBYL MAHO,lUII DRY DENSITY AS PER AST1i 0698 . NEAREST BELL �, :. «. • .� : - T . . Y MAX s 8 TYA ETAx YP 8 TYP T(TP . • T P Y. .IOW �Y ~ , - T OPTIMUM TO 4 T F Pi . �„-....: s '�:;,i,• "•:} .WI 10N O U TYE 0 0 lM1U1(. - , »o �.•;.+..,r ,,. :, (OPTION NO.1IN W4.02) EA, END) pR PIPE •• A r J• Bic ..4. •::.' fl 8.1 rHw,C.01 . �+ -,,'" L G CARAL°R PIP STEEL CASING OVti E . CASING SPACER .. 0 ER POUR .CONCRET$ AGAINST tWISTURBED T.F AG PAVEMENT C.PULL ON WATE AREAS ARTH c�' T T - E � EGH NEOPRENE ENO +►,� � ' . •• • .. . . AOJUSTABL TOP •• E X-X Irf� NW :.:. +�i `�, SEA. W/ STN. STL. TO 1,lAR1TA1t( 1" IAA(( CLR. S ?TON CLAWS "APS" OR s8 P St' T THRUST BLOCK SCHEDULE MAX HORIZONTAL . _ . STEEL CASI NG AN0 CL'AMP T: [ • •�•S .► .. • i �.GtNCiYA, �f S ' �il,YC. faC.u,� CN•f•!•Cf4• _ -_ - - - _ ____ _ _ •� • BEND SIZE A►f�1 Q0 Cill- VOLUME �. 68"5.015 1.50.92.7 0.4 10.12' 6.5 ?.5 LS 1,214.0 1.0 45' 81' 2.02.0 1.50.9 1.5 0.2 12- L.5 &S 1.5 t2 12.2 0.5 t8.8" 22.5 ID.12 1.5 2.0 15 2.5 1.50.90.8 1.5 L2 1.1 0.1 ' 0.3 11.25' Q'8" 10.12 1.0 !.5 1.5 1.5 115 1.5 0.9 1.2 0.4 0.6 0.1 0.1 TEE '5CHE1}11H.E ID C� �A�vvr ip 1: 15 O .CASING• D TYPICAL HORIZONTAL-'r�-�` ..THRUST BLOCK � Jy 2 \/y /),(J� �J�J nJ NOTE, R { L NDTE1 . 1. FOR MtIRE RIFOf CAT10HOF R 1YATER AHD SE RD�Ot TRUCTIONSY W V LYE 6QX L. SOR 1 CORfItFiCAiOt Of OR TER RAND SEiNER CR05SYiG S E CRY TE V VE STA ARD SPECff Q ANp SEWS LINE COHSTRttC iON . W/ViL BOX . . 2. STEEL CASING SHALL BE AS SPECIFIED -IN THE TECHNICAL SPECIFICATIONS. 2 STEEL CASING SHALL BE AS SPECtlt£0 IN THE THNI ECCAL SPECIFICATIONS.- 3. DRY B8ppRINg P F ABED, WRET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BWRMIG t5 REQUIRED. ' 'THE CITY EHtE�. A. PIPE-- CRogSttNG A RDMwAY �}�,L g� INS! � 4. PIPE CROSSING A ROfIDy�AY SHALL 8gg�INSTAL E0 ABOVE THE MAIN IT TIES W70 tH A BEND SUCH THAT 7}tE CARRIER PiFOa'�EA1Di aPitLLED A VD E THESA TO 6t ' �{ W11H A BEND SUCH iHAT iHli» CARIi!£R Fl{'E.AH 6E PULLED . ABOVE THE PARALLELs A'L 1,tAW. epy b VALE 7E R TAPPING .. . . .. - � � R6D • 6GICASEMEN7 • .. vAL1fE • .'""-. "`' . ENCASEMENT OPEN CUT,: L OPEN CUT - WA'1ER NE ' ' SMOULDER VARIES WATER LINE ". LDA . LIMIT...: 5 -a WIDTH OF PAVEMENT s'-0" " WIDTH OF PAVEMENT u[N• Z 3'-0•' MBJ. SMEWA K CATE VALVE T - 3'-0" BELOW 017CH FLOW LINE. _ Q GATE VALVEgy OPEN CA t11RC EED BY STEE CASING E R THE NGQNEE AS QUI RED CARR>ER PIP& CARRIER PIPE STEEL CASING : CITY' STREET CROSSING , :. TYPICAL RURAL STREE TYPICAL URBAN-oo T CROSSING - Q a SELECT MATERIAL u MATERIAL EXCAVATED FROM THE. DITCH, (WHICH IS FREE OF. , R1 T T R LA RGER ER T T ROCKS LUMPS, CLODS, 0E9 G i�1 TWO, 1ST .. .. : � ND ES .. ... . . ORiGItAL GROUND R T COMPACTED T - .. _ _-- 0 NSIONI C MP Ev A INCHES THE LARGES DtM1£ , 0 W Ti ,. ' ORIGINAL GROUNDBD OM! OF SU8 ORAOE - T R T FOR 86 fl P T aaWC AAfD TRENCHING . . T �c r ACE T !r - c W1 LOIN L AL DE C ALL FA TY 1r<E E 0 VET7i ..: AS 7 T F. MAXIMUM DENSITY OE ER Y F 0 0 M Mts1NED B MitiflrtUlA 0 9 , 1N FUTURE T T- I F 7 URE U E SRET IN URE 5 RE A E ARE T R AREA PLACE METAL DETECTOR 0 •• . - ASIM D59B (SfANDAAO) AT A MOISTURE CONTENT WITHUN.. TAPE AT A.iatNlLf!!IA OF 24 AREAS SEE 11Ei'AILS FOR OPEN ;CUT STREETS. -• . . TAPE AT A 1�8MtUM1 OF 24 T OPTIMUM TO •4iC OF OPTIMUM UNDER NON$iRUCTURAL ABOVE OP OF .PIPE ALL BEM G b WSTALLATtOtt OF PVC PIPE - • • • .. 2. C E SHALL • . ` _ ABOVE TOP OF PIPE L AREAS tie -..YARDS. PASTURES, EASEMENTS) AND 70 A . 0E P)RRDANCE WN1TH ANSVAWWA STANDARDS WNIA(UM( OF 9@K OF MAXIMUM DENSITY TAS DETERMINED' ti�=�,�,u• OR E. BY ASTM 0628 (STANDARD! MOISTURE CONTENT WiTt* • . r. sS f� 3� ALL MOVING b OWALLAIION OF DiIC7fL£ IRON PIPE Tpp •4X OF OPTtI,M71A ,UNDER NEW STREET Q SELECT MIATERIAL' . . SHALL BE W ACCORDANCE WITH ANSI/AWWA CIBDIAZL54. r Ott' Atlp PAV$INT AREAS... �+ . 4. CTR ACT10N SHALL BE' ATTAINED BY MECHANICAL ;4 s s,; _t•JY ® SELECT MATERIAL_ Q CEMENT. STABLIZ£D SAW TAMPitiG. a GRANULAR MATERIAL, . tir 1 8 (MAMIALLY Q '� 'r S. RELATIVE COMPACTION SHAL4g� TESTED >ti.THIE is ithl 1r�� r "ra: Q iMAtNALLY PRESENCE OF THE CRY ENCIlE£R.. . rT:� CfiN5gL1DAT£ � - MATERIAL -SHALL BE BANK RUN RIVER SAND WHICH 1S FREE '.. - �.g '7, CDNSO AT .. { OF DETRIMENTAL OVANTiTIES OF CLAY, GEMS, OR ORGANIC L10 E . 6. DUST RESULTING FROM, THE CONTRACTOR' -� E a;t ,sa AT .OPTeAUMt , Y T Vie? ;•` AT OPTIMA PERFORMANCE OF THE WORK EITHER MATERIAL AND WHCH, WHEN .TESTED B STANDARD >� . „g ., . E1 It>: INSIDE DR • _ .. . {t MOISTURE! TH ET TFi£ FOLLOWING R v , -W, MDIS7URE) OUTSIDE THE RIGHT-OF-WAY. SHALL BE CONTROLLED. 4:. rF � 3J, l.;a LABORATORYME IDS, ME REQUIREMENTS. 4„ rg; rj r �� �? BY THE .CONTRACTOR. v.... `.�? MAXBIUMI L10U7O LIMIT 45 UtDtSTUR8E0 SOri. • MAXIMUM PLASTICITY INDEX 15 : •Y`- T, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED . SOD. PAVING OR PLATING PLACED AT THE END OF EACH. . PIPE MAXIMUM PERCENT PASSING N0. 2D0 SIEVE____. 3S . PIPE , • . - WORKING DAY. ' O.A MItNI1UM1 PERCENT PASSING 314" 5t>:VE iDD - 0.0. .. ' THE MATERIAL SHALL Be FREE FLOWING AND WHEN WET, SHALL 0. SEE "OPEN CUT DETAILS". ST4•pD. ST4-D1 b ST4.02. • 1. 6" M1Ii 112 ,A)AX, . NOT ADHERE i0 FORMA BALL WHEN PRESSED W .THE HAND. 6„MIN./1? MAX. 9. EVERY 100 FEET Pfi0V10E A WATER STOP BLOCK COMPOSED. OF CEMENT. SAND OR -NATIVE. MAIERIAL OPTTON<ZVU. I . T STABI.lZEO SAND olylIO DEPENtiQNG DH E1l$EOI4ENT. H3LOCK SHAD.}},, B£ 6 FEET © CEMEN AND. 2 • W LENGTH, NO SEDDWG SAND tN THIS, AREA. -. TRENCHFOR - .. c • BEDDING AND T R DI PIPE & P�V-C PIPE WITHIN . '... ITT" OF BkYM !fie Gaodbrk TV,} CTURAL' . - NON-STRU OR NEW. PACED •AREAS • GENERAL •ALL' AREAS WIiERE EXISTING YECETATiDN AND CRASS : COVER:-:••_.:.:• .: :.• :. ION SHALL BE ADEQUATELY HAVE BEEN @ABED BY CONSTRUC! BLOCK SODDED OR HYOROMiUI.CHiEO AND WATERED: UNTO . GROWTH iS ESTA8LiSD. IN DEVELOPED AREAS WHERE GRASS -LS PRES ENT, BLOCK SW WILL BE R OMI). BARED AREAS - .' .SHALL BE SEEDED OR SODDED WITHIN N, CALENDAR DAYS OF . - .. 'LAST D157UA8AHC£. :. . DRAWN BY: C.L.Mr: : APPROVED EROSION. CONTROL MEASURES MUST' 6E.INSTALLED . 'DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY` ..:...::.:. DAIE: 01"01-09 • • - .. . CONSTRUCTION AN0 SHALL STAY W PLACE UN7L ACCEPTA8LE VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION lS SCALE:`N � T. S ::• COMPLETE AIDE THEN REMOVED BY CONTRACTOR. • 'ALL EROSION CONTROL MEASURES SHOULD BE CLEARED OF. . ' ' ... APPROVED: W. P. K. ' : SIsLT.AFTER EVERY RAN..' • ' F' R .. _ ... ICU Ea ESTABL NT OP VEGETATION . -• MAY A WARRANTY IYEIA: .. .. .. . . . . NOTEt . , . .. ... , ' NoTESt . . . ' . . IVANa117LR: BASE SHALL 6E Pt.ACED ONi FIRM SIdBGRADE. . L A WK1t.OF' 4 AND A 4e11.OF Z .'7HRDAT RAGS +4_ IAANNIIOLE LOCATWN AHD CGSAPACi10N AS FOLLOWS ADDITION OF CEMENT STA34tZED SAND OR . GRAVEL . . SHALL BE USED AT EACH MANHOLE IN NEW - - �y 1 OMPA i �� Nt .. ' MAY BE pEQInRfD TO STABsZtZE �t1UNDATKIN. OR EXIST¢tG RIGHT-OF-WAY... . . ' 2.USE AD£KA SEALANT OR APPROVED EQUAL ' -' PAVEMENT--� •------98 Y. STANt1ARD PROCTOR.» ASTIR O 698. . .. .. .. . .. . . ' BETWEEN RMICOVER. ADJUSTMENT RINGS LANDSCAPE AREA- .---'90 Y. STANDARD PROCTOR - ASTM 0 698 . ' .. 'AND CHUNEY OR CORBEL/CONE SECiNON. ' VANKOLE' DUL WM SIZE FT 01b. . 6 FT ,Z35in. . S. ND RINGS ARE REQUIRED OUTSR?. OF ' . 3. UMI10LE BASE THICKNESS AHD FOUNDATION STREEi RIGHT-OF-WAY • . • . . ' . AS FOLLOWS= . .' '6.IN FLOODPLAINS OR AREAS OF CONCENTRATED .. • .�y .; " • MAN HOLE DEPTH IFT.1 BASE THICKNESS .- • - FLOW. THE CONE SHALL EXTEND 1 FODT ABOVE SEE NOTE 7. % ,• ._ • . . 0 - 12 -- _ - - - - 8" . THE BASE FLOOD ELEVATION OR A BOLT DOWN . r?;�.p,, * ��!,.•p., WATER -TIGHT RiNG AND COVER SHALL BE USED. . r.• `i:p. is r"r ''.t 12 AHD AVER �.... .« 12" -VENTED WHERE REQUIRED. ;.r ::.s., `J ; �•: » ram: _ • 7. WARNHG S(GN ONLY 7O t?E PLACED WI RE R R t1PEti F D5. SEUhtE SIGN i. ..•'.. S£WE CtiaSSES IEL •�q fit.. yam„ •_ .P tp. tit'-'f, i!•,' _ . . • - t5EELA>i. S3 051 STD. DUCTR.E IRON MANW.F. COVER - . .. 3' � t30' OiA . AND FRALEE OPENING) ... ' . ,.. IKM..1 •• OR Et1UPi.. SEG'TYONA'_A . ... . .. SEE ND:E) sEE NDTE . . . . • 2'»5" PRECAST REI�NFORCEO ;. ( •., 2'-6" '- 2.,4N . . CLASS "A" CONC. • CONC. MANHOLE SECT. I r• '•' VARIES 300p PSI DT 28 DAYS. A5TA1 DES. C•47B VARIES I ISEtC TABLE) :6r BACK FILL AROUND MI SHALL $'tiREEN.HEAVY OIiTY. STAC)AHO CLEANDUT . . •", �, �� ; V WING CHANNEL POST :� ,` STANDARD CROSS PLt1G Y S . t BE AS PER NDTE �. ARCS '$" 9' r. , 4 'S tom. tSEE iABL£1 j AtROK37AR SE JOIaTS 24" K<'!J. . `: 24" IM s f . iNS DE AT ALL JOINTS vlifeES STAI3LiZEQ r• �•w:` 4 ��AS SHOYttt. •..?:::• ,rrY,MVERT • 3r4 OIAfIETER OF F1P)» PLt)G �` fi'• IktN. STANQARD CRASS +�"� f.; •:.4.; ••.:..�:13,� UP TQ 24". 24N AND LARGER yi-III }11�... 3N _ 2'-a" =.:a s;.a%=6 . =a) SHArLL BE FULL DEPTH INVERTS: - .::.i' . �tw r� :. ,Kti'i ;-q j.: •.1.. , •.• •., ->, - 4..•.•: � - •,:• :., .. BASE - .. ..,;:.;;r ti, ..' v A WATERSTOP-PtlaECONKt t.� 1. L _`;, } " 1,lANNHDLE ADAPTER SEAL 4 BARS 8 O.C.E.W.' . , 90• SEND ' . ''� :, v '' 4'... 9D' BEiNt; t}R APPROVED EGUAL: , 4 BARS BENT >Q 9D ANb • �.- . i . t2 REQ'd) . NOTE=DEPTHS GREATER THAN 12 MANwtIOLE APTER56AL � :IED TO WALL AND BASF. SEtt BASE I • ; ••3" - .- - - - - .--.... 6" MR.. . WILL REGIME 2 MATS OF -4 BAR5.8'• O.C.E.W. .. . . . �- . �. • . • .-r•a •r OR APPROVED EQUAL: REIWORCIND STEEL IN THE t2 REQ'D) : NOTE= OEPTttS GREATER THAN 12' NQTi» FOKJNDATNO ` BASE.. .. WC,L REGUrRE 2 MATS OF ' . _. . .. - REINFORCING STEEL IN THE BASE. -� K9ARS.8" 6.C:E.W.: DEPTHS WATERSTOP-PVECONX : CASTMPLACEAfANHOIZ PRECAST OL • WNHOLE ADAPTER SEAL. • WEATER THAN .12 FEET M. L REQUIRE - • ' OR APPROVED EQUAL. • . . BASEIS OF RE�ORCING STEEL iN TIE ' • 12 REQ'D) ' . . . .. .. LE . STANDARD . . .. .. ,NNOTE- CAP .CLEAN•OLIT ` AT 6Li�R1 FLANGE ON ' . .. ' RESTRABIEp JOINT FOR FORCE 4lggiS. • . . .. . ; , . .. . . . . . ' .. . . s1_02 . Pvc GROSS. .' . . NOTES, PYC PLiIG WiTH IW.F IApOti CAST -I N•PLACE )Ai -- -- - . . - -. - O -- - - - . -- 7Ki8iwG T OLKiHSP E APPAARTRCENTER}TO CENTE�Kt•.L OF . CUT GOT OF IT " TO FORM � . RE�RIQYE 1tIVERT AF R1:OtJ QED " SES tIETAiL 1STO1 FOR .. AFi£R STARTER HOLE CBEEH ItiSTALLEO ANO gPFRQYED . . CONSTRtICTIQtI Qr' IIH. ' • DHI; HALF TH$ RPK; OUf` F$RKPtiERIIL LINE. NEW AVERT N.t. BY A CITY INSPECTOR. RACTOR SHALL BEGIN REtR�OVINNG i;» "STARTER"THOLES' �Q KiTIDNG NVTR�ANSITT ION R�'P)3ER1�„STIU4TER�� 0 THE CONCRETE W514E tHE PS LES. . ISEE NOTE . W E . REWORit ... CONCRETE SHALL . BE R> MQVED WITH U'MATIC TODLS. tNiOUT i ; 4 RVC P. . I SIZE ' EXISTING AVERT AS REWIRED. Z. THE NUII9ER OF REBAR DOWELS SHALL VARY WITH SiZE OF 51U1G7£R HAN OP>;1At1C. REBAR SHALL NDT BE SPACED MORE THAFf 1xN CC. . s, • - , : PPE Ir�..eI : . . 3 .. . . :4j. • . . 3. WATERSTOP SHALL BE tINSTALLEO IN STRICT ACCORDANCE WITH - -_ _:.� 1.3M" STAitat=SB __ 1 OPENING CREATION bET�uL - N 0« -_: MANUFACTURERS REQUREUENTS. _ -- -_ -- - � ;'>< c° s ►E iE r C : �;i 'STEEL BJtNDS A tiA U3''[HAIN- CONCRETE SHALL BE 3,OG0 Ps.K. • ITYPI '4.• .' SI8~ STA ta.£SS STEEL - :, �, ` 45• ELBOW D BETE 'SYNKO-FLEX PREFOAIAO . •• ' : BOLTS Wr EXPANSION " : •.y . �" tTtIRIt W/FLOW K . 1 0 PLASTIC ADHESIVE OI R '' ''"i 4 RRpI)T liI FL/ICEI - -3 REAR t14" LONE) WATERSTOP.OR APPROVED cc' p.aN ppvpp��� tTYAl . • "•s . ' ; .; EMBEDDED EQUAL. ISEE ROTE 3.1 Z�TY�Rf GROU . }.• .' EPaXYED VITQ T.tR)KIIDLE . . ,. .. .; WALL : ISEE I C .2.) WATERSTOP PtK�CONX NEW NVERT 5ET ELEVATION Eau& TO. :: p•�.. 1 gg �pp MANHOLE AaAATER TOP OF LAIMM PPE IR IN •s; ;s ::"« , I1[i sCR tavE A•1 Pl ti�018" EQUAL. t2 RE 1)l)IEt) WIS i . . . 'S t.l^'• t ,= y'•=:•'4, .--;.�'=. 4ti - }1:u W ,,z:.% �.r::; WATERSTO4�-FIPECOHX ' z•;,i�3' _- 1 CONNECiIDN DETAIL SECTIQN VIF ALE ADAPTER SEAL i� ss.:. .;a ._ • f:J :. •."...• :. ..» OR. APRRQVED EDUAl.: ' 1' MAAlHOi.E CONNECi(ON OETAil._ `' ®•) t2 IZEQa) CHAti L FORWO IN CONC. BASE 8 ^• .' .. IN•SIDE DROP MANHOLE ' ' ' STANDARD IVI1�1'J�IDEE TI&IN � ' co Nl=crtoN oE�raL s�cT><ot� v��w S1--Ox . .: B" 51-0� L V E E c 2. 1 3. 1 NEE WYE� . .. .. _ . .. - . . . .. . ... . 4 2 '2 2 2 . . .. XT TYF N N .. . . 4 PVC E EHSiDH MAR ti8 TYP 8 TYP ND7Et NEAREST BELL .. . . WIPVC CAP • - . H t N JOINT tTYP. r Wpt N T .. q D £5 1 i25rtute OfA �"`''1 i. W)>£RE OOU.... WYE' SEKT . E ELEVATION sS LESS THAW 2 7 BELOW .PROP05£O BAL'it OF CURB; lSEE NDTE 3! aR. 2 ISurarr] LETTERING T . ' » �. MM: S V T x t1` EA, END) _ .-HANDLING H0G6 ' . _ : ' ' N!4 p A LAB ELE , UUST BE SET 0 ALLO,W SANITARY SEWER SERNCE. , . . . .. 1. EACH PIER SHALL BE. COMPLETED IH A SNp.E CONTNUOUS POUIRR . LETTERING STYLE 1 L25mmI DNA - 84 ' . . . . . . 2.NARK C;ACH•SERVICE ENO WITH METAL "T" POST PANTED GREEN. r ' " .' STYLE LING INGLE ' Trrtm T. -3/ PVC WYE WITH a - . . Z. CHAUKR EDGES 3►4 . . BDOKttAN OLO 2 I5 Y LE EKING z iy . . . :. = 3.ALL SERVICE CONNECTiDNs WiTttiiJ T1I>r R-Q•W SHALL >3E ASilt D3034 SORES WITH GASKETS. PVC CAP t .'. . . . 4. ALL SERVICE CONNECTIONS &EXTENSIONS ARK; TO BE INSTALLED WITH THE If►4tti LINE CtiN$TRUCTNQN. tSEE NDTE 31 o CONTRACTOR SHALL CONSTRUCT CONCRETE BIER TO A UUMUM � :�'� 840TXEi�A�lt QLDY57YLE 1/A„ . C LBiBp � T' g/iB' +f� 5. A CLEAN OUT .IS REQU IREID AND .WILL BE INSTALLED BY THE PLUM R AT THE ROW `: FOR EACH SERVICE. t a 3. DEPTH OF G" OR TO A DEPTH WHERE A GOOD BEARING SOIL IS . � �� . NEOP UIIE GASKET " -' 40n>rt=] N ' 6. LpoT �� 4iS SHALL BE MARRED WITH A LATH MINER RVISIDN OF A RPI.S UPON C ETHM OF' . ' ' tr t r W CZR. ENCOUNTERED. - p 7 1 u - 4«u2 ' . t:DN5t7 EC ON.. THE SUPS OAIPL T I: RT Y WIT ¢ i pICKB t21 PK;.. . ..8 . STE£t.' CASING A. ` ALL SW S SHALL IS BORED VE iCALL PLttM HIN T 2 : 2" L Ctt9mmt /�^�� . F..�A� . �•" . �� 2" TOLERANCE. t' mum 151WI ..:. OtA •.� R • 3 OARRIE Pt£' g CASING SPACER w . r :1 o T• AT S.. ALL it3.Oiil/ATEON SHOWN f5 dTY IK&tiWULI. ALL PIERS SItALC BE pf,6' IT&"� [&rani . 2 g I '2mmt PC. PtILL•ON w ER [ig= . ,. . - .� a DESiGNtEO aY A.PROFES5K}NAL ENG>N£ER. ct1Y.. ttslr : 33.1StIB•- . TNGHT NEOA:RENE £Np ADJUSTABLE TOP RUNNERS . , [K)62mm. .. . . ' . . S=N. STL. TO i�tAINTAIN Y' MAX CLR. .. . . ' .. 4p?f WA . . . . .. .:' . NON ' • . , - .. . QR r�IiA FSl •��" . LiO35mmi . . ,.. lur<rt '�' , . . . • . .. .. TY i 2 16 tn*1 LETTERING / 4 . c F,CAL) T - K3ANb cLAam s EEL CASwc �' ..,UIVLESEi�TIDN. COHC,t:URB G GUTTER SSE NO E 5 NOTE= t:AStiG'SPACERS a p ±�4 BWi HOOPS. LETTERING STYt,E.. �•,t7�� .2 I5lmrrrlLETTERINS . . , . . . .. .. 4•RUNNER GSt1.1TFI1RIJ Y4'DiA - '. AT SPRI+IGLINE N - 12" O.C. .. '�.['n r y LEiiERRNC STYLEt . . . IE $ WiDE BAND STAINLESS. � - STYLE m. SIDEW K l0 W K C ) E•R1Itd..R Lai. AL SEAL A9HG tIR • BOOIfu1W OLO Q . . 5T E tTY 3043 . - . ' HODICIdAN1 OLD' STYLE : •' ' ' c 124"-42" M CASMI STAINLESS .. .4.. • . E L PE � . • STL. TYPE3Qia 8.1YIOB. BIW PROVIDE 4 • . . . PIER CIA, AS - a' o •' IAACKilINEO SURFACE .. I / ' T tNEOPRENf NHSIfI,ATION SLEEVE d H E. Wr Pt}LYUeER RUtBIERSs CENTERED RUNNERS a e . SHOWN a „ . �5 BETWEEN PiAE AHD BAND ' , 1�. . 3.5' Ax. :, T t BDTTOIN . • r ' OR NOlN•CQi ER£D CLEAR BE6L, wt. ON PLANS ° ' .1 C%] �. 'a „ to iSE T 7) O . E NO E 3ESTR/aiED FRtKII FLOTATiQNt R Y . OL LtER RUNt1ER tTYP) . " . W AS D .' mm MNt. QESIGIIERi 3.S OR r- i 8 A APS 55?$ a r tED •� -. 1�. .. 145t1L . RNC.i 4iOi1 AR 3" CLE ANCE "_IT''.. 1-t/ 1 „Is z i ' tSEE NDTE i.) 'i• 18 • OR ~CASKa+�S .. O.D. � '. -7 WATER LWS CASING DETAIL . , , w . L3K tn. /1s' - . �: . . Ki2mmi . . c� 7 tI1DL4 8t1RY) . S3^o1 RIPE O.Q - . .. 7;$" r . PYC (SEC: NOTE 31 . ,' .7/8" I22mt»i ' . •i• T' v:u •s 22 • .. 3 . . .."R . . '. ` . C73 mm7 - .. g 1.3/4p .... tit. X „ . ei 4 TLC, . ppi�pp o .. A -A . . " t T Ii.TN�S. R ' sR'�O IR4 itm pp .. • . ...' 2' 2'-a" MR. z•.a•• �, ' OV.GR SE' 2.Q MACHM BORING C GTT'ON - DESGiABLE . • 2' PVC . .. OPEN CUT . . . ISEE NOTE 31 2.4 ' .. • . LWRT .. i ' 4 .. . '."""'.••�.• . ' . . .. S D. S PVC BEND. . . . v . T • T RVI Ft T W E 5>A C IIG ' EE E . . . R Y AND TJ8' BE ) . t w w E ND s£ E . . ' STD. PVC COUPLING .. • . aSTM O3D34 SO09 PIPE . . ... WlCASKETS 01.OR 11ssN..' WER L1GtE .. .. tPIPE 1S NOT TO BE PLACED . . . . HORIZONTALLY) . o�cov> . .RING'AND C . G,�IER , . ... _ �iJL• .L 1 I 132-�3' a 4,'. s4 o . .' .. /i5 313 D1A c� .1. FOR MUM. t[NFORLlATION ON WATER AND SEWER LINE CROSSING '' . .. N r '.. 20mmi"'I I2 L9KI5�ntn .: : „' .25 OF tKtO i .1 -v4 r y� ! i : Sc7`0o 1 n VE 2 0 :: ... .. .. E CITY STANDARD SPECIFICATION FOR WATER • ' 8D NE� t £7 . - SE AND i6mm3 tla1K}trtm3 •- 5mrrl] L112.. ;' ' 3D OiA p . . SEWER LINE CONSTRUCTION.a�a T 7 »/ -' 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. . " . ; . 1AM 7tB" ] ' 7& IW mrni ' . . 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WREN 4•• WIDE X Si8" THICK STAINLESS STEEL IP2tnmi r . . . NOTESi . . . Y T i G'7TO11� " " ' . „ APPROVED 8 HE C IY ENGINEER. STRAP NPR D PAINT D) FORUM T 13t4 1 f25mm1 OIA. „ .D�w 32- Ki N THD.IiESE rhtE &.. E Q , g 1 F P RiAT i( HT F' PW T . .. mrtt7 x 5 T/2 IT4Qmma :: I62 to" "...", •v2 URN SH AS SHOWN ON PUNS E 5Ni1G G ENwG O E . D f i 11 C G G 5T I39mtnT . iOR AT ACH RE D R P R) ROOV�E • . L EEL ROD AND E MA NHOLE WHE i .1 PICA i � URBAN L►1' I. � PAR t2 REO . PE ll: � 33- to ` „ i� GASKET GROOVE FOR •SEWER LINE CROSSES OPEN FIELDS DUCTq.E IRtk) PARE 3D OfA .. . ETA1Z T-v .. PICWHA1 D V4 mm ,.. , , BLACK D - x ETA1Z' Ifi T DUK. . li , WRAP WIT t}N£ 7 62mm ^.. Z.SKGNS TO 8E CONSTRUCTED ' �tr� T" x T8 GALVAMxED STEEL .. ! I3KIm:nT :. . TEXT .�'\ ' SrhREia 1 CRC�SSlI�! l� :'PNEaFRENW .GASKET'.: .: ;'` • R TAR P - _ S3 02 . L ER OF APER �' ' - ' WARNING T e . FR01A 20 CAL STEEL CTAKED aN ANCHK)R BOLT sEctIRED a . . . • TO PRE NT BONDING . .. . . " ENAMEL FR•3SK FURNi srSH ONE � VERiiCAL tlNFtiRC3rNG ST £L � I>t�mmT CTIo1V _ 1a RE E !lNDK71CRQUt10 SEINER " . - -'. . OtNE SKIN AND OliE POST - " D •SUpZFACE. . • ., ' . .. 1<fACHINE i34RIlNG - .. - ..' Z 7/8 - V�. 1 . CONTACT TijE t ITV' . ' FOR EACH 11tANN0LE INSTALLED N .. 1I 2 I5Tmat7 LETTERING I73mm AN .. .. M ' a OF `BR V ACROSS P D AT t ) �4 •. ; .. BEFOREEXCA ATING O EN FiEG AND OTHER . . ..'. ..-, LETTERING STYLE= G'DVER� '.neaodMd Tema li YELLOW LOC ONS ASS OWN ON PLANS. SHOULDER SHOULDER 0akm0n'Otd St ra cTlO . " N �.. .' : . URN"SH SAME NUS.BE O VARIEa VARIES • . a: _• Y 2 i5lntm� LETTERING QACKGRO .. _ . . .. RECESSED FLUSHED .. 14 REPLACCUENT S! FOR EACH ;2 A : r ' A . . «.: . . . � o " T N Creek WSTALL£0 t01�1 TRIG ivKANHOLt: N r--- r� 5.0 NINTH OF PAVEMENT 5 0 w to - t41 Sib 11 NK: X 2 LG . R N MANH ! 1 � m .. x g • MANHa E NiIr,18E G flL£ s GN ►- � S R w xg g . AP I,CN. ION m 5�p C G --H$ s VAR - .. VERTr STEEL A5 P R i - 6 NAI�OfV ZiHC E g g ggg g p� INOT A SEPARATE PAY iTEId1 t o: • •.• : CAS. E ABLE PLl'S.>t< E. tiA8Ei0V! ZfHCC R�V,t�� o a .. 7 NQ... c�3w :,, �. RIIKIK3E WJlSHERS RUBBER wAsHERS . • _ ND '" s m . •: _ . N . ""Ti "Il" ' . . 2 BLACK PRESSURE x # .. 0 2 �. a " 4 BAR ri40PS 12 O C. o .. 4 w .� . V 1triAT . e I5 ] I .. RS RAN. SEH51 •: ' IVE NUIItBE • Ar 4 1rnn t5 1 '3.8 0 TO 13E ADDED AFTER 3.0 BELt)W DITCH FLOW LINE, + ' . . 1 .. i1O2mm ® . O.C. : , r ISD2mm �`� ® rt+rza . . �y4�lL� BASIC SIGN HAS BEEN L m s" awm .. . AtHT •. P Ct. •. ;, E : C s: [iY OF n BAYAN 1I 7/ l 8 t rtt:re) 6.. BACKGRQUH.... .. Ta ,: •,• . . 2i cn . .. - • °� OI HANDLING HOLE �...,.. . . Sri CAMM PIPE ' . C3 '''r ••: ••':: •' ' . . " •' • . STEEL CA59NG . NOTE-- .. • .. • . POUR CONE. AGA>KST E DtA7H ALE .. . . .,. 1.. O MORE RNFQR4tATION ON WATER AND SEWER Lee CROSSING 1INDiSTURBED EAR H � i . FOR •d,.rUvrfs FICKBAR 2" I5Tmm t SEE CIiY STANDARD SPECIFICATION WATER AND INTO HOLE 7LGTTf.RIiG a AWN• �Y- Cwt,.M. y .. SEWER LIKE CONSTRUCTION. . N . • . PROP T � , - , . 2 tStttztn3 LETTERING' RECESSED FLUSH :.. . _ . • . . .SAM ARY 2. STEEL CASING SHALL BE AS SPECIFIED IJ T TECHNICAL SPEWICATt . • .. . . LE>€TC:RING STY : - -• QAiE- .: SERAR1�TiNG AND DNS. LQ o�•as ' SEWER LiNE .W/ . . . Y . . . B00timan Old St 3.OR BORUtG REGttINEq. . . . VIEW t;. .BOTI'olbl !�IE6V .: �QT�E IDENTIFICATION SIGN . . . . I ICAz.I CONCL�� DI►ILLED . . , . sc�t�: N T s A.'ER TI >ap . . . TYPICAL CONCRETE ICAL RI�JEtAi SZ'RF,F C GIi`I` ZZ!NHtJL�E RING A►ID CO''ER • : : ROYa= .:: w. P. K:: . 'I`YP T ROSSING PIER FqR: SEA • . . . • : • ' CAPPIN D T` _ � . . . .. ' .. . . . ,:DUCTII�,E of V'•V-.2�g S : • :. G E AIL s3ro� .. s3-o .. s3 03 . s�-o0. F . �.0 R E . •. • 5�-02 • . . ' .. . . . ' ... . . .. . . .. _ ... DETAIL . w PICf�AR- . . .. , QPEN CUT •---. 4 ' : AX. L[igT ,'' - .. . D TTDM . �/�- - VLLYY C ST�A1`ARD SOLE . va+Ns '. ' SIDEWALK MAY M . OPEN CUT OR SDRW -. . AS DIRECTED BY . • o , . ...•. .. . • .. . ... . . ' ' . • .. .. STEEL CASING . - THE ENtINEER ' . .. ROHL�E .. . "�_• AS REQUIREED R . . .. � cARfiB >a� . . . aMTE_ .. . ND . SEAR SEIR. . .. . . ACT LINE�C SIN • RO S G . tTtdNT+iELING1 : ' .WIDTH OF PAVEMENT •' ,:_ 3'-Q" IN�1•r: PAR • DIWIER VERTICAL STEEL #g BARS . . Ri" B . 24" 12 26" 14 3D" i5 . 42" 24' ' I . . . .i: . I . . .. .. '. . . .. .. .. . .. .. .. .. , . . . . .. . . .. . . . . SHEET '� CJ 1 . . .. .. .; . . .. . .. • ..: I. 06 (D GENERAL 103'--11 1/2" OUT —TO —OUT I _ 7 3 / ". ,4. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL 7 3/_� E 102'_s" 'STEEL -LINE E € € 4 BE VERIFIED WITH THE BUILDING STRUCTURAL DRAWINGS AND THE OWNER 6,_0„ __1 21,-2 1/4„ 22'-OP' 24P-0" il,_8„ 16,_6 3/P,,, NOTIFIED IF DISCREPANCIES EXIST. 16/48 16/46 16/46 16/48 16/48 16/48 --� 16/48 16/48 16/4Fi >r � 8 A 10 mil. POLY VAPOR BARRIER SHALL 5E PLACED UNDER ALL _ _� <_3 1/2" WILL BE REPAIRED. VAPOR S IN THE P R 5ARR ER CONCRETE. TEAR i.......... L.. D. \�I \��G. ANY UNUSUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT TO THE I \ 1# i1c# / i A............. ..... :.. \ . ..... .. ...ATTENTION OF THE OWNER PRIOR TO CONCRETE PLACEMENT. - 12s\/ 4012 c LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT. I; ► : I I I # # I I € # :I #I II. CONCRETE STRENGTH OF # # # # I l 1 I # # # # # # A. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE # # # I I # A I #; C #€ # #10 ANC WITH ASTM G-39 AND SHALL HAVE I 3000 PSI AT 25 DAYS IN ACCORDANCE I I # I ° ! # # i ' # 6' 12P, -�; # 50 PSI AS 28 DAYS IN ACCORDANCE # # SI MINIMUM MODULUS OF RUPTURE OF 3 P �, � ## � # # # # # I # # f E I j j I I i I # HA E USED. FLY ASH ## # # WITH ASTM C-16. AN AIR ENTRAINMENT AGENTS LLB # # # 1 # # I€j # # , I #t I E SHALL NOT BE USED. SEAL SLABS E # # 1 # I 1 48 # # iS/ 6 i f 16/4 16/48 1 i6f413 16/46 # # # 5. WHERE CONCRETE IS PLACED AGAINST FORMS OR E # 16/ 0 E 16/48 16/48 1 / # S SHALL HAVE A MINIMUM OF 2 INCHES CLEAR COVER 12/ AGAINS I REINFORCING BAR L - UNLESS SHOW N OTHERWISE. WHERE CONCRETE PLACED / r ....:_....... 4. L... ,.......1 ..... I:..... ., . ...1 ........ CO INCHES CLEAR } , ING ARS SHALL HAVE A MINIMUM {{ REINFORCING B � f ...1................... :... ...� a....:...:, .........1..,.. ..... ...................... .......i. .....,............, .. , ..1.. ..... ........................ . L.#,: + , . 1; ,........: I � 1 i , k. I S � / \ C. METAL KEYED CONSTRUCTION JOINTS AND SAWED JOINTS MAY BE , / �-12 /36 INTERCHANGED AS REQUIRED FOR CONCRETE PLACEMENT, EXCEPT IN THE B I # �: # # I # # I # € .` # { Sl AS MENT. S W FINISH. / #. # I # # . # S A SURFACES TO RECEIVE A TRO EL 1' FLOAT FINISH t0 L B D. APPLY L ......Sl ## R21- rw/ , 1 \...............................................................iL................4.......................................:Y A CLASS FLOOR FINISH TO SLAB SURFACES TO 5E COVERED,,_ # I i E. APPL / _ .::......1......... # f ....:............ ..w.; 1 ........ ..... ...... I i I # # i FINISH COATING SYSTEM IN ACCORDANCE\ ' / J PAINT OR OTHER THIN FILM I f E ' I # # WITHP_� " I ## I 1 # . 1',i# y p E �^d R ..w :.. 6 ... .... .. `� 1 I ` # S WITH ACI 302. x i I ## 1 1 E 1 K 0 WHERE FLOOR DRAINS OCCUR DEPRESSIONS 5ETWEEN HIGH F. EXCEPT -- : - -- - --- -- -- - - - - -- - -- -------- - - - - -- - - -- -- - -- -- -- -- - --- # - - -- --- -- - - - -- -- - -- - - - - - --- -- - - ----- - -- - -- -- - - -- - -- - - 8 in. FLOW A 10 ft. LONG - i' l SPOTS SHALL NOT BE GREATER THAN 1/ B - � I I # I # STRAIGHTEDGE IN ACCORDANCE WITH ACI 302. # € I: I # 16 43 # f 16/ I # 16/41 v# 1 16/4£ I # 16 �� IO �8 # ;# ��/�� # # 16/�� G. CONCRETE FACES SHALL NOT DEVIATE MORE THAN 3/16' FROM THE PLAN DIMENSIONS. /:_':..�,_.�..1_<._ -_ .:... _.: I-._I;_:_...T, _.:1 �_. _::::_,.�.:::..�. w_, ..� __,._w_._L.:.: I _; �► __1..,-.:_: _.:.:�-: ___._�...:._�,. ,i ...11..f I, 1 _�. .. i ..:_I;_:.. P�:. __l_._;:�.�_w _.._ _::_ .I � c H. ANCHOR BOLT LAYOUT SHALL 5E AS PER BUILDING MANUFACTURER �� / / �i-ii/ -'1/ :# i. 36 DIMENSIONS. 12/36 12/36 III. REINFORCING STEEL S1. I #�� I # ► E # # #4. 0 12" c � # # # I I # ,4. ALL REINFORCING STEEL SHALL 5E ASTM A-615, GRADE 60. _2 € I # ii # f # : ,� � :.:.. ,. ..�. -�'' # # i € I # # I # II # B. DETAILING OF REINFORCING SHALL BE IN ACCORDANCE WITH ACI 315, LATEST EDITION, UNLESS SHOWN OTHERWISE. PLACING OF REINFORCING PRACTICE FOR # 1 I # # € I # # # # # # # I I # SHALL 5E IN ACCORDANCE WITH C.RS.I , RE COMMENDED PLACING OF REINFORCING BARS', LATEST EDITION. S1 i j # #6 12" 9 f `..,3 � � is 41# # I # # IE / I & € i I_#."----------------------------'--------------� i # # .. ..: G. WHERE It IS NECESSARY TO SPLICE REINFORCEMENT AT LOCATIONS, L.. OCHER THAN THOSE SHOWN ON THE DRAWINGS, THE SPLICE LOCATIONS 16/48 i 1 _� % 16/48 #=4, 16/48 M MENT �, I I ti``...i.......€ \ / f //i�` /.-.t \ / i. \ / -,l, \ / \ / �;. _ \ / I I / IN LAP SPLICED AND E BED Y THE ENGINEER. / �' 1 1 ......_ �. _ .... __.._ ..R.....� .,.�1.-. ..-.....__.. _ .: _ . _ ........,..� , 1.::._ __. ♦ ._._ ._.. _ _w____ SHALL BE APPROVED B € 1 � 1 I _....-....�.,..�: .� �.��.....�.� .�__n.... _..._. __...-..__....�.........,..�R�1.�.:.._........:.._.. m� .. _.:..�_ _.....�i.:...�., �.�F �._�L...,..m.. _ ..n..� ......�....__.........�. �..L...�.,._.- 1 � . S SHALL BE IN ACCORDANCE WITH - _._..____ _._._.._ LENGTHS, NOT SHOWN ON THE DRAWINGS, C.RS.I., LATEST EDITION.16148 cq z I€ j� 16 48 16/48 V. STRUCTURAL SU5GRADE ` EXCAVATED TO ,4. THE TOTAL AREA OF THE FOUNDATION SHALL BE - 'E ;' I, /! \ / `� / 71 \ /' �'`� /� \ \ Icoo �--� ------- GET � ,..r.,. ,� �..Ictlwl� TOPSOIL ONLY d1.IT) ANY SnI I NEE TO DOWN THE � 12f �6 — � \ "i � _ �_ � � — � _ ._,........ �...... — _............. _ ._.... _.... ............ OE RE OVE EXISTING G O SOIL— ONL r I_ I �.... ...... �..... �..,.,. .... ..... ........................ ...... ...... , ..., .. ..... ...... ...................... �.. / .. �.. /... \ ....................: .; ,.... .................... I OM OF THE CARTON FORMS. THE SU5GRADE OF ................._ ..........:......:........... :..:...............:......... ,.. ..............:...... �/ ..... \ ... 1... \..... . .THE ELEVATION OF THE BOTT / SHALL BE PROOF ROLLED PRIOR TO PLACEMENT OF ANY SELECT FILL " " " \�� P_ " 10 1,t2" i € `\�`.���12� 0 12 —fit' - �°-� 1 0 .••__ W -12 0 1 f 3 1 12/36 12/36 . P, \ NEEDED. AREAS FOUND TO 5E SUBSTANDARD SHALL BE REMOVED AND REPLACED AS DIRECTED 5Y THE ENGINEER THE PREPARATION OF THE SUBGRADE SHALL 5E SU5JECT TO REVIEW OF THE ACTUAL FIELD SOIL f I 16/48 =�� 16/48 CONDITIONS BY THE ENGINEER UPON EXPOSURE OF THE SU5GRADE 5Y SITE 15 / 6 3 NATION. ..._ ................�........I ...I , ....1....... ..... ........................................ I.....I �... 1..._ y 8 \ , -/ / \ `=- ., I 7 3/4" 17 —0 3/4 -- "P 7 3 4 8. ALL FILL PLACED UNDER THE FOUNDATION SLAB SHALL HAVE A i / �`, \�� N X OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX ' 16`-� 1/4„ MAXIMUM PLASTICITY I DE I ' SHALL BE 10. ALL FILL SHALL 5E PLACED IN MAXIMUM LIFT THICKNESSES OF I € SIX INCHES. EACH LIFT SHALL 5E COMPACTED TO 95'/o OF STANDARD PROCTOR DENSITY (ASTM D-698) AT A MOISTURE CONTENT OF -iro TO +3%o OF I 2, T IMUM. cj OP f A FOUNDATION PLAN i 7 (D Si SCALE: 3/16"=V-0" 4 `• / PLACE PLASTIC SLIP COVER OVER VERT, BARS ` YP. VERT. REINS`. S TIES @ 12" e--c AS SHOWN - DRILLED PIER SCHEDULE MARK SIZE REINFORCEMENT DEPTH SHAFT BELL VERTICAL TIES 16/48 16 )t 4,s - #6 #3 � , �, E- C) "'�d,y hyy�``''yy, 0 E < 4 -E I -a E- 04 'e, U) M 12/3 12" 24" 4- #5 #8 Cont. I - £8 Cont. r ,, ... BRYAN,TX . 2 l Cont. C z , w S �� ties C — % . •PAUL...MALE .. • � � •`,� isle S � � ,P !rw -- C . . tlS94—C , �...., .... 82860 ��/ .... .. .....: . CONSTRUCTION MANAGEMENT ARID DESIGN SERVICES 2--� #8 Cont.�o <� o.•���'.� M.B.C. 2-- #8 Cont. _ ;, �� �`�;• SENSE .. .• „ - s - P1 --- THE SEAT, APPEARING ON THIS 1 SS ' N 'L'Er1"' Management 1015 HWY. s N. — 2---- —2 a .... 1' 2" Oarr.<' WAS AUTHORIZED .Ox' i `� NAVASOTA, TX 77868 .... cO PAz�L E. MalsEK> 1�.F, s286€� ON ....................... AS SHOWN .....................�. t� �i 3 2012. � � Ph. (936) 825-1604 L Fax (936) 825-1624 c SECTION n SECTION E SECTION NO, IIREvisioNs OaTE 1BY DRAWN PEM �E � WERE PREPAREDNAPPROVED, si SCALE: 3/16"=1'-0" Si SCALE. 3/16 =1 -0 SCALE: 3/16' —1 0 DATE MBC MANAGEMENT JULY S. 2012 FIRM NO. F-789 FOUNDATION PLAN DRAWINa NO. 1015 HWY 6 NORTH NAVASOTA, TX 77868 SCALE CONSULTING ENGINEER PAUL MALEK, P.E. S1 As SHOWN P.E. LICENSE # 82860 3'--6 1/2„ @" LOB' Efs.''{E STSIUT 149a —�TZ 71, 7 3/4" - 5- 8CEE 169a, @ 4'�O,P 6" BATTENLOK HS 26ga METAL ROOFING BY MBCI ON 3" EXTENDED CLIPS rXD FASTENERS, ROOF SLOPE „ TO 12„ I 1 I --------------------------------------- I W8x2a @ ll'-O" AFF 7' SLAB [ES— 1 _. 23'--5 3/4." _. 2 '---F 1 1/4„ A BUILDING SECTION S4 SCALE: 3/16"=l'-O" 1'-4„ i 1t_4„ 12- 8CEE 16 a 4P to -0 C_...0 = 44 -off 1/2" 12- 8CEE 18ga @ 4'-0" C--0 T 44'-0" 0' '-6 1 ��� ��� €� l..a�a l6" 1�AT�'I?NI.OR HS 26�a METALRROOFING3/2„ 3'_6 1/2" 16'" BATTENLOK HS 266a METAL ROOFING 8' MCH EA72 STM7 14ga BY MBCI ON 3" EX`ITI�iF3ED CLIPS BY MBCI ON 3" EXTENDED CLIPS w/ CONCEALED FASTENERS, ROOF SLOPE " TO 12"' �• �� iA�� �r�v�r t��a ... / CONCEALED FASTENERS, ROOF SLOPE „ TO 12" — _....... _ ...---------- ------------------------ @ 13P-2" AFF I A ..... FLANGE 13: TYP. '��IBx21 E � RAFtI`E, 0 1.3'--2" AFF E 10 x BOLTS . W £1x2'1 .� 0 11'-0 AFF � 8x21 1 I r+ ' @ a1'-O" AFF 0 i COLUMN i COLUMN I 0 � 16x15 I '�6x15 I '6x15 COLUMN STUD LINJ COLUMN � � STUD LINE � �a STUD LINE i 1 7" BASE PLATE " BASE PLATE 7 „ Y27- BASE PIN „ °} BASF, PLATE 1 _ ��„ 7-�/4" �,.� . / 4-- ��" ANCHOR BOLTS 7�LA w/ 4- ��„ ANCHOR BOLTS �I.— w/.�3 4f,3/47 3/ �„ A1aCIFatR BOLTS '�' SLAB / 4 % ANCHOR B€?L'I`S `' ,,, 7 3/4" FRAME LINES--- 3, 4 & 5 t &ME LINES— 2; 48'° l0" � t � # 51'-3 1/2" 51"--3 1/,° OD OC OB 0 0(_ 20 B BUILDING SECTION C BUILDING SECTION S4 SCALE: 3/16"=l'-0 S4 SCALE: 3/16"=1'-0" - 13-- 8CEE 169a 0 4'-0" c--c = 48'-0" 16" BATTENLOK HS 26ga METAL ROOFING BY MBCI ON 3" EXTENDED CLAPS w/ CONCEALED FASTENERS, ROOF SLOPE " TO 12" - ... . '_ .... �. 3'--6 1./2„ S" TAB b'I?a ' '^.. w-- .......... ....... -0 13'-2" AFF®- FLANGE BRACE TYP. € RACER g. nm PLa TE I W/ to- 114' BMTS co 0) 1.1,-0" AFF, - COLUMN I COLUMN i BASE PLATE " BASE PLATE 7" 7 3/4„ ly/ 4..... s*�" AITCIIOR BOLTS 7 SLAB -. r/ 4- r" ANCHOR DOLTS `,, 7 3/4" FRAME l — 55,-5,s 57'-3 1/2„ n BUILDING SECTION S4 SCALE: 3/16"=1'-0" 13-- 8CEE 168a 0 4'-0" c.._c = 48'-0't 16" BATTENLOK HS 26ga METAL ROOFING 3'- 1/2' BY M. BCI ON 3" EXTENDED CLIPS w/ CONCEALED FASTENERS, ROOF SLOPE 'Ila" TO 12°' 13• LOW TAT, g"°1'&tW 14ga -------------------------------------------------------------------------- W8x21 1l'--0" AFF I I W€3x21 al'....O" AFF i to COLUMN, � w6x15 i W6x15 @ STUD LINE 0 STUD LINE i COLUMN i 1 " BASF PLATE ! % BASE PLATS 7" 7 3/4" .- w/ 4-- 9/.t,, ANCHOR BOLTS i 7' SLAB� +! w/ 4-�l�ANCHOR BOLTS '. "-,, 7 3/4' FRAME LINES— ° 2 I I 55'-5" OC (D l f E BUILDING SECTION S4 SCALE: 3/16"=V-0„ of r4gs�l+ MED PLUS BARRON ROAD * ' • * �� BRYAN,TX / PAULE.MALEK������v •� • 82860 C04STRUCTION MANAGEMENT AND DESIGN SERVICES �iI�o�.•</CEr,sE�•••'�-' M. B. C. .• �.. THE SEAT, APPMING ON TMS f F`SS • .... •��G�� 1015 HWY. 6 N. DOC€ ME1 N.I~ WAS Atn..<NORTZED BY i, NFL - Management NAVASOTA, TX 77868 PAI1L E. LE P.E, 8860 Oil � Ph. 936 825-1604 dtL, 2015. - Fax ((936) 825-1624 N0. REVISIONS DATE BY DRAWN BY, 'THESE PLANS HERE PREPARED PEMI UNDER nlE SUPERVISION OF APPROVED, DATE MBC MANAGEMENT FIRM NO. F-789 DRAWING NO. JULY S 2012 1015 HWY 6 NORTH NAVASOTA, Tx 77868 BUILDING SECTIONS SCALE CONSULTING ENGINEER PAUL MALEK, P.E. S'4 AS SHOWN P.E. LICENSE # 82860 A TOWER FRAMING PLAN S5 SCALE: 3/8"=1'-O" 16......I 0" - TOWER RAFTER PLAN S5 SCALE: 3/8"=l'-0" r o ' • ....... .... ...... ....... ................................................ ......... ........ e W3.2x5H � j BOLTS Typ. � �4 BASE PLATE PP IR Ty P. i f f 10, lI P'.t5.3. 'tJ PDLAi 2PS. " BOLTS T B. S . Tub 4f BASE PLATE ? Ea. CORNER S j • • O • e• ..........:. .....:::..: .........: ...... • e • • e • • e TYP 5 P, GUSSET PLATE TYP. 0 ....I ........... ............ O b"`.., .. 5 BOLTS I "._ BRILL & TAP TUBING G {TYP. BA. Sl GROUTd P, � 4 i 12...... 6" J L B TOWER FRAMING SECTION S5 SCALE: 3/8"=l'-0" 1" C---c " FACIA 1. ga HIP RAFTER BACK TO BACK DOUBLE JOIST 23/irs , CLIP @ EA. J C.AYg ..3.A.3.��,,ys .pg �^E i W/ 3 4: BOLTS 0 1/2„: 6 1/ ,, 0: 0 LA BASE BOLTSTP. PLATE ANCHOR C TOWER FRAMING SECTION BOLTS TYh. S5 SCALE: 1/2"=1'-0" E BASE PLATE S5 SCALE: 1"=1'-0,. co - 4gg BOLTS r DRILL & `'AP TUBING ........ (T P EA. SIDE) M—..... ..... ..... ..... ............. 10 SFX O yy 21y 4812x53 Sq. Tube Ea. CORNER ➢. D TOWER FRAMING SECTION S5 SCALE: 1/2"=1'-0" Xi JOIST . 16" —c .:...m....M . . _ ......... _ _..... _. ...... ._ €....: .. ............ ......:....... ......... ... ...... 4 .............. .................. ........ ....... --a 5 r i 1� f s x r OI 'r i .... __ :::. .: __�.., ....................... ......................... . ....... ... ..... . ....... .. ................................................. 8' 1 „ JOIST 0 16" C—C � Li U is PLUS * : •. *+�ii BARRON ROAD *. .*� �........................ . •.� BRYAN,TX • .82860 j CONSTRUCTION MANAGEMENT AND DESIGN SERVICES ,,/f��.n'•</CENS��•'���rr M. B. C. THE SEAL APPEARM"C OIL �E 1 Fss • •''E�_ 1015 HWY. 6 N. DOCUMENT WAS AUl'Ht7R'1eI .Sy Management PAUL E. MALER, R.E. 88860 ON NAVASOTA, TX 77868 atrLY 3,Oi. �� Ph. (936) 825-1604 Fax (936) 825-1624 NO. REVISIONS DATE BY DRAWN BY, THESE PLANS WERE PREPARED PEM UNDER THE SUPERVISION OF APPROVED, DATE MBC MANAGEMENT FIRM NO. F-789 JULY S 2012 1015 HWY 6 NORTH NAVASOTA, TX 77868 TOWER PLAN/SECTIONS DRAWING No. SCALE CONSULTING ENGINEER PAUL MALEK, P.E. S 5 AS SHOWN P.E. LICENSE # 82860 G TOWER JOIST PLAN S5 SCALE: 3/8"=l'—O" 3ga RAFTER -e 3/f r," CLIP @ EA. JOIST 16" e—e H TOWER ROOF SECTION S5 SCALE: 3/8"=1'-0" 1 - CAPROCK TEXAS SIDEWALK. PAVING RE: CIVILPWGS I0 LINCOLN AVE. SUITE I03 : e s = . A4;0 COLLEGE STATION 77840 '2' �xr ' P b.0 , A5:0 A6-0 ELEC. ENTRY RE: MEP i - _ n LEE] COPYRIGHT: 2012 =_ = WILLIAM50N GROUP ARCHITECTS METALRooFCRICKET IOG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN 4 a PERMISSION OF WILLIAM50N GROUP i J A6.0 Key value Ke�wote LeV_euvote Text g \\{�I SINGLE SLOPE METAL ROOT=: /2 TO 12 •' ��{{Ilk}j� 1 A4.0 A4.0 -'4 , a 0 \�{d ��{d P)�i z 4 • AR AL i \ LINE OF PARAPET WALL • ` SLOPING METAL ROOFRTPORCH I •R. �,- • HIP METAL R.00FATTOWER :.,.: ,•/// I i1\\`/// I I\\\`///i I\\\`/// I I1\\` / I I\\`` �/ I I\\\�/// I I\\\`/// I I\\\`//!I I\\\`/// I I1\\` ��// I I\\\`/// I I\\��///I I\\\�/// I i 1\��/// I I\\\�///I I\\\�/// 1 I\\\ N014 'k�++"`` r., 3 - ',:.._:. .., <- PLhNTING REC IL DWGS x.. As.d: 7 IO/2 2 .' ENGINEER'S - � SEAL 2.2 t — - ...�. A4.0 a IDEWALV,� PAVING RE: CIVIL DWCS 1 Architectural Site Plan 1/8" = 1'-0" O PARKING LOTLICHT O PARKING LOT UGF}T - GENERAL. NOTES 1) REFER TO CIVIL DRAWINGS FOR FINISH GRADES AND PAVING 2) REFER TO MEP DRAWINGS FOR ELECTRICAL ENTRY AND TRANSFORMER LOCATION CHECKED BY C. LEON WILLIAM50N 7/ 1 112012 A ® DATE Architectural Site Plan A1,0 5 OF 23 SHEETS 0 n Hi/ Lo Drinking Fountain 1 /2" = 1'-01, MEN "IM @ Al 09 29 oo.n11 .. .?-' i �.=� � '- @ S2 � ,r � ........................ ,• 09 22 16.13.n3 - - 0611OO.Fi _ @ALLT`rPE"A' - PARTITIONS - @51 _ @ ALL T)'PE "A '. S2 PARTTONS @ ALL TYPE 'A ' P ATZT(T(O N T`(-P PAF T(T(O N T-�-PE PAR.TTIONS if "All Partition T es 2 'MLLM80N GROUP AQCKITECT8 ARCHITECTURE PLANNING INTERIORS 1 OG EAST 2Gth STREET, BRYAN, TEXAS 77803 973-775-1778 I CRT - C5 MED CLINIC 284G BARRON ROAD COLLEGE STATION, TX 77845 CAPROCK TEXA5 1 10 LINCOLN AVE. 5UITE 103 COLLEGE STATION 77640 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BKYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAMSON GROUP 1ce�wote LegevO 1ze� value KewLOte Text REVISIONS 042000.5- UmestoweReWL0r�zSUL � ADDED DRINK FOUNTAIN D6 11 MA10 2X FErestoppLv,o Per code 06 11 00.F1 2x6 o6 11 00.F3 2x6 i=ravuEwg @ 12, O.C. 0611 00.M2 6x6 Cedar Post 079200.A5 CowtEwuousBeadOfSeaLavut 09 22 16.13.n3 3 5/2' Metal Studs @ i6" O.C. 09 2216.i3.F3 6" MetaL Studs @ 16" O.C. o9 22 16.13.14 3 5/2" MetaL P-vu veer 09 2216.13.16 6" MetaL P-kwv�er 09 29 00.n11 512" Type 'X' c'�psvvl wallboard ARCHITECT'S SEAL 09 29 DD.DL3 sit" M.R. cjuupsuvu. 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II _ . . - =, s . >t 6,aaa 41, Callout 4 of Enlar ed Tower Floor Plan Enlar ed Tower Floor Plan � " • 10 2R oo.ci 6 Enlar ed Restroom Floor Plan 21 &22 Enlarged Restroom Floor Plan (12&13) 3/4" = 1'-01. 11 11 I 1 VALLIAMON GROUP tPCHITECTeS ARCHITECTURE PLANNING INTERIOR5 I G EAST 2Gth STREET BRYAN TEXAS 77803 O 979-775- 1778 11 --I CRT - C5 MED CLINIC ,_7 --i ��---m -_7-__1--�1 _ 2 4 G BAR O N ROAD 8 I\I\ I\ COLLEGE 5TATION TX 77645 -_, CAP OC TEXA5 (� K -I -,,--- -I 1 I I 0 LINCOLN AVE. 5UITE 103 3 j1 COLLEGE 5TATION 77840 1 �i ; I .-��.�---AV--� -. -. - ... - - '- --_a _...---_v- _. -.-, �-._-�._.._,-- - - 3 3 I COPYRIGHT: 201 2 WILLIAMSON GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED I NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL I I Y N MITT EP DUCED IN ANY WAY INCLUDING S STEM TRA S ED OR R RO BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAM50N GROUP -7 l-l. I- N­_,- I 1,eunote Legend VALu n t T t - tceu e Iced o e ex I 04 0519,L3 3/i6" X 7' v4re coluwLn Anchor 04 20 00.g,- UMCStone Izowl06Z stLl 04 8o oo.A1 c,oldstone- U estone veneer 051200 struetural5teel Fr0vutn3 (RE:strVcture) i ' 06 it Oo.A Skfm As T28 ulreo( 9 a 0611o0.F1 2X6 :I '. 06 11 00. Hi 2X20 0 2100. 2-1 Batt Insulatl n - A4 0 9 . 0y24 OO.A2b EII=S On 3/4" Insulation Board 6 1 avu L -j oz ooA D pvoofv� ARCHITECTS SEAL 0 2 0o.A5 conttv"VOu5 V ado 5 slant 1 9 e f e ,:•. `r>>> 4, o,-92 00.gi gacleer rzod -- �.. t.*t} w+ _- -- 024300 storefronts r r I ,, ." .' ' f 4 Lass �' If o2 Ri o0.F3 i" r,mted insuLatln 9 G ;y OJ° 22 i6.i3.Fi 6" Meta.l Stud I=rasutng r�:„ / Isj' :>, r. OJ° 2216.13.�3 6' Metat Studs @ 16" O.C. : ,R. i O 2 00. 1/2' Dens las Sheathim .a 9 9 g ..----µ-� ,'�-- 09 2� OO.D11 5/8" TI�. pe w cl Iu. psuvu :. y " w -4 •:t wallboard IX ' w 10 28 0O.A19 M%rror �� 1 '",: - 102800.C1 Grab gar _ - - _ + 22 40 oo.A3 I_avatoru 7/ 10/201 2 - 224000.E3 Toilet ,-�.I ENGINEER'S SEAL QFBI DRAWN BY CLW CHECKED BY C. LEON WILLIAMSON 7/ 1 112012 DATE Enlarged Floor Plans 7 OF 23 SHEETS 2 Section at Mezzanine 3/4" = 1'-0" n Mezzanine Plan 3/4" = 1'-0" .. 09 22 1(0.1.3.F3 09 29 oo.c4 07 24 OO.R2b - ----- -- - r-,: - - - --- -r.- - r- 07 26 00.R1 07 21 o0.R4 .. ................. ..... .......... ... ... ...... . . .. ...... ..:. ... .... ... ... .. .. ....... .... ...... ..: ... ..... . ... .... ..... ................. 09 22 16.13.D1 051200 09 29 00.D11 ;2 n Column Detail @ G.L. A & 3 n Column Detail @ G.L. B& 1 QJ 1 1 /2" = 1'-0" n Column Detail @, G.L. E & 6 U 1 1/2" = 1'-0" , n Column Detail @ G.L. A & 4 U 1 1/2" = 1'-0" 092900.G4 0,- 26 OO.R1 0,- 24 0O.R210 log 22 16.13. F3 0512 OD • ' - 09 2216.13.F1 ..- 09 29 00.D11 - 07 21 OO.R4 04 20 00.g7 09 29 o0.Di1 2 Column Detail @ G.L. C & 2 n Column Detail @ G.L. 2 _ 6 Column Detail @ G.L. A & 1 U 1 1/2" = 1'-0" F 0� 24 OO.R2b - 04 20'00.S7 O� 26 Oo.R1 - i • ' , . .. 07 21 OO.R4 3/4" I J ^ 09 2216.13.F3 OS1200 092216.13.F1 .-•. M 09 29 oo.D11 08 s1 13.R� k - 09 2216.i3.F3 ....... ..... .... ..... ..... i n 09 29 oo.c4 D,- 21 OO.R4 ' 07 24 OO.R210 09 2j 00.04 - ,• 09 2216.13.D1 04 20 00.?1 i A6.2 n Column Detail @ G.L. D & 4 n Column Detail @ G.L. A & 6 U 1 1/2" = 1'-0" 1 1/2" = 1'-0" 11 A6.2 k v n Column Detail @ G.L. D & 7 'T 1 1/2" = 1'-0" 3 Column Detail a@ G.L. D & 6 ' 04 20 OD.g� ,• � '. --------------- 092216.13.F1 ......... ...... .. ... ........... :......... .......... ------------------- 09 29 oo.c4 M 07 24 00.R210 M " � _• _ 0922i6.13.F3 i 0512 00 09 2216.13.D1 09 29 oo.n11 n Column Detail @ G.L. A & 7 1 1/2" = 1'-0" 5 Column Detail @ G.L. A & 2 1 1/2" = 1'-0" n Column Detail @ G.L. D & 3 1 1/2" = 1'-0" oo 09 22 26.13.A1 0512 00 a M 09 22 16.13.F1 08 5113.R 10 SIM 09 29 OO.Dii o0.R4_.. .... ... ......_. _.:. 09 29 oo.c4 , O,- 24 OO.A216 0y' 26 OO.Ri n Column Detail @ G.L. D & 5 1 1/2" = 1'-0" IMLLM60N GROUP AQCKITECT6 ARCHITECTURE PLANNING INTERIORS i I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 CRT - C5 IVIED CLINIC 284G BARRON ROAD COLLEGE STATION, TX 77645 CAFROCK TEXAS 10 LINCOLN AVE. SUITE 103 COLLEGE 5TATION 77840 COPYRIGHT:2O12 WILLIAMSON GROUP ARCHITECTS 1 I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART Of THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION Of WILLIAMSON GROUP K.e�note Legend Keu value W-eunote Text 04 os 19.L3 3/16" x �" wire coluvww Rnchov 04 20 DO.$ Limestme RDwlo62.Sill - 04 80 0o.Ai Goldstone- L-Imestom Veneer 0512 00 structural steel Frovuiwg (RE:structure) 0,- 21 OO.R4 R.-19 Batt Insulation - 0� 21 00.S7 3/4' R.igid Insulation 0,- 24 00.R21) EIFS Dv� 3/4" IwSldlati0w Soa rd 0,- 26 00.R1 Da pr00 f M'3 07 26 OO.R5 Rir gaYYier 025113,R5 RluvuiottmFixedwindow ARCHITECT'S SEAL 085113.R, Rlvmui vvvL Fixed window " 08 2100.F3 1" Ttnted Insulating Glass •`• 09 22 i6.13.D1 3 5/8" Metal Stud Fravning � ' •• •`d 09 2216.13.F1 6' Metal stud Fravuing /.;. , j .,..-..� 09 2216.13.F3 6' Metal studs @ 16" O.C. * �• � * � 09 29 00.04 1/2" Densglas sheathing 0 9 29 00.n11 s/a TJPe x GAPsun wallboards _ 7/10/2012 ENGINEER'S SEAL QFB DRAWN BY CLW CHECKED BY C. LEON WILLIAMSON 7/ 1112012 DATE Plan Ca110Uts -A- 2-4 • 9 OP 23 SHEETS i j a WILLIAM80N GIDOUP AQCKITECT6 3 ARCHITECTURE PLANNING INTERIORS I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 CRT C5 IVIED CLINIC 284G BARRON LOAD COLLEGE STATION, TX 77845 CAPROCK TEXAS 10 LI NCOLN AVE. 5U ITE 103 COLLEGE STATION 77640 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAMSON GROUP 3 r,- First Floor Dim. Plan �2 �1/4" �=V-0" 7 5 6 )MLLMSON GPOUID AQUITECTeS ARCHITECTURE PLANNING INTERIOR5 I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 079-775-1778 CRT - C5 MED CLINIC 284G BARRON ROAD COLLEGE 5TATION, TX 77845 CAPROCK TEXAS I 10 LINCOLN AVE. 5UITE 103 COLLEGE STATION 77840 COPYRIGHT: 2012 WILLIAMSON GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART Of THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION Of WILLIAM50N GROUP K-eUwcte Legend V-eu value 1ceuvuote Text ARCHITECT'S SEAL 7/10/2012 ENGINEER'S SEAL Of D DRAWN BY CLW CHECKED BY C. LEON WILLIAM50N 7/ 1 112012 DATE l' w5t Floor Dim. Plan r) I I OF 235HEET5 ............................ 048001A, ......... --- .................................. . . ....................................... .................. ii . . .......... ............. ..... ........ - ............ ........... ,a 14! =�V-0- 1=1 I I d I 1=1 I I 1=1 I F1 I F9 II —III -III -III -III -III -III -III III —III —III -III -III -III -III EEI I U LIN(-,ULN AVr—. DUI I r— I UJ Ed I I=1 I EEI I IEll I 1=1 I 1=1 I FEI I I=I I I I I=I I 1=1 I IEELI r=I LI KIW;� I COLLEGE STATION 77840 0,— 24 OO.A.:)b 1 04 20 oo.p-�' OC,11 OO.M2 West 1/4" = 1 1-0.1 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 21 STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION Of WILLIAMSON GROUP 7- ILceu VoLve Ill-e�oote Text 04 20 OO.P,7 UK&csto" TZOWLock SM 04 20 OO.A1 fjololstmt- Untesto" vmeer C, 11 OO.m.? &YC, Cedar Post 07 24 OO.A2b EIFS 0w.S/4' Ivusv!,Cftiom Soqrd 0,-:24 00.56 EIFS Extrksiovu 0,- 61 OO.A2 1-1/2"SUI VA i A,6j SW VK metaL Roof 0,- 62 OO.A6 sheet metnt, FICISWwo 0/- 62 OO.I-t2 s x s Sox Gutter 0,- 62 OOJI Parapet cop FLashing 07 62 OOJ2 Parapet Cop CLIP 07 62 CO. Ll 4"X 4"Dowv..spout ARCHITECTS SEAL L 07 71 OO.A2 4"x 4" Po/K Gutter 0771 oo.Ss Dowvlspovt 024300 stoyefrowts 02 51 IS.A/- Alumlmkvu. FEKO WvOow 12 20 OO.A4 Exterior Solar shclio!imo 26 05 OO.A2 Etcotyir Riser cwl Ewtru 26 sc, OO.A4 wall 1>a6z Uoht 7/10/2012 ENGINEER'S SEAL 3 South 2 3 r3 A 2 A1.0 .0 ti A .0 ...... . . ....... . . .... QfD, JQH A6.0 DRAWN BY ............... ........................................... .............................. ............................................................................................................... ................... - i i ' I - CLW o 62 O.H2 CHECKED BY 2c, 561, Oo.A4 07 71 OO.A:2 C. LEON WILLIAM50N 07 &2 00.1-1 2C, 05 00.A2 0'- 62 OO.L-:L 12 20 OO.A4 OR 43 7/ 1 112012 -------- --- ....... ....... ...... .. ..... ... .............. ............ .. .. .. .. ..... ... . ... .... ............ ............... .......... ............ ............ ......... ................................................................................... 4T--j ............ ------ ----- .. . ...... ............ ...... . ..... .. .......... ............. .... ..... .. . . .. ...... Exterior ........... . ............... ....... I Elevations .... ............................. ................ .......................... . . ...... : . ...... . .... .......... .......... ..................... ... 2. 04 20 OO.p'7 A:6 ............. ............ ......... ....... ........ .......................... ...... ............ ........... . ............ .......... - ...... ...... . ...... 04 20 OO.A:L ............ .......... ..... ...... .......... ....... ............ ..... ...... .: ...... ............ ..... ........... .... . .... .. . ............................. ..................... .. ......... . ..... ....... .... .. ........ ...... ...... .... ....... ... ............. ... . ..... ...... -- - ------ - F-- ......... ........... .... ................. .... ..... ...... i ...... ...... ............. ..... ...... . ...... ................... ............ .......... ..... ... ............ .... ... .... ... ..... ...... ..... .... ...... ..... ...... ............ ...... .... ...... ..... ......... ...... ............ ...... ..... ..... ...... ............. ....... ..... ..... ...... ..... ...... ..... . ... ............ : - • .... . .... ------ ..... ........... ......................................................................... ...................... ....... ..... ............ ..... ...... ...... I I MI I 1HE1 I 1EE1 I LEI I IE1 I 1 —1 El I I M I I-1 I I I I I MI I Ed I IM I MI I I I— I M I M I Ed I lEd 11-111-111 M I IEl I IEI I 1 1-11 El I M I Ed I —I I I III 111 —111-111— III III1 9-11 1 1 —1 1 1-1 1 1-1 1 1-1 1 1-1 1 r Ill ill —III —ill 2 North 12 Of 23 SHEETS . . . . . . . . . . . . . . . . _ ;...: . . ......,.. _L. 09 29 oo.Aii 08 14 00.A2 04 80 00.A2 i i i ... ........ 08 43 00 4' - 4 3/4" 09 29 DO.Dii 1 i ..... 08 43 00.A9 \ \- i 08 43 00.A9 L......_. O �..... ...... O :.. _.�:. 2 \ �� ck- C3D 08 s113.A4 1 \ r - �r \ Y - 04 80 oo.Ai {{ a N \ 08 14 Do.A2 09 65 00.52 o t . ... \ ........... - _..... o a WIL LIAMON GROUP AQCHITECTeS Lobby East View 1 Lobby North View (1) 2 Lobby west view (1) 1 Lobby south view (1) ARCHITECTURE PLANNING INTERIORS, 4 1/4 - 1 0 1/4 1 I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 970-775-1778 I, 10,01 pill 9 SIM SIM 3 4 SIM 5 3 5 3 3 5 CRT -- C5 IVIED CLINIC A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 -.09 29 oo.nii 264G BARRON ROAD 09 29 OO.D11 09 29 OO.Di1 � 09 29 DO.Dli : D92900.Ai1 0243OO.A .COLLEGE STATION, TX 77845 06 40 OD.gS 08 10 00.A1 08 43 00.A9 9 1134 00.A2 06 40 Oo.US 06 40 DO.g1 - - - -06 40 DO.S6 li 34 00.A2 \ \ i 06 40 OD.gi 06 40 oO.SS 06 40 OO.Si \ 4' 06 O DOSS 4 064000.51 q\ 06 22 OD.g2 \ 06 40 OD.S2 a 06 40 00.g2 : a 06 40 OO.S2 M o o \ 06 40 OO.K2 M 09 65 00.52 o - i ? o - - 06 40 DD.S6 o \ \ - 09 65 00.'r,2 09 65OD.S2 CAPI \OCKTEXAS. - n.. . ;._.,. I 10 LINCOLN AVE. SUITE 103 COLLEGE 5TATION 77840 Reception North View (31) n Reception West View (31) n Reception East View (2) n Reception South View (2) Reception East View (31) n 1/4" = 1'-0" 1/4" = 1'-0" 9 1'-0" 1 /4" = V-0" COPYRIGHT:2012 1 2 A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 WILLIAMSON GROUP ARCHITECTS A4.3 A4.3 G a : } I OG EAST 2Gth STREET, BRYAN, TX 77803 r- fr ::..... ..................................................... .. RI E r.......... 9 5 _... _ 09 29 oo.n11 0 2 oo.D11 � WORLD RIGHTS RESERV D 09 29 DO.A11 6 22 OO.Si a 06 :22 oo.gi 009 29 00.D11 09 29 00.Dii NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL 22 40 DO.Ai , 08 10 00.A1 064o00.S5 064000.g5 064000.gi o64000.gl SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING 26 BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR tY 06 22 00.'B2 � `p N 11 34 00.A1 \ 06 40 OD.Ss \ , 064000.gl 064000.gs OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN N o9 6soo.g2 11 34 00-A2 PERMISSION Of WILLIAMSON GROUP a cY 06 40 00.g3 o •ry 06 40 DO.S3 o iV - _ a a 09 6s oo065 oo.g2o5 1130A 9-9- ;,. F. r' � � - ...... ...............Ice Note Le ewd r.• V_eu value v_eU"te Text b 14 Exam Room 3,4,6,7,8,27,28,29,31 13 Nurse Station South View 14 n Nurse Station East View (14) n Nurse Station North View (14) n Nurse Station West View (14) 04 80 oo.Ai Coldsto"- LiwtestoKt veweer �" 1 /4" - 1' 0° 06 22 OD.$i wall F w-'Lo cabl"ts 1 /4" = 1'-0" 1 /4" = 1'-0" 1 /4" = 1'-0" 1 /4" = 1'-0" 06 22 00.S2 Base Cabtw.ets ;, 06 40 OO.gi P-Lawt COV V tertop - 06 40 00.g2 P-Lava. Drawer 06 40 00.g3 P-Law+. DOOM 06 40 00.g5 P-Late. 4' F CI6ZSplaSh 10 7 6 o.rt. 06 40 00-U, P-Lava St ppovt A4.3 A4.3 A4.3 0810 00.A1 Wall cpevdne to T euowd 08 14 00.A2 1 3/4' Solid Core Door j��'} 004300 stovefrowts - 09 r 09 29 OO.Ai3 09 29 DO.D13 9 06 40 DD.S3 08 4: 13.A4 AtuwtCwuwt XCd WiwdoW 0 2 Oo.A13 ARCHITECT'S SEAL O 2 09 29 OO.A13 9 9 09 29 OO.Dii Sttl,�7►�.itt►\��t 09 OD.Ai NJ 09 00.A1 09 DO.Ai 06 22 DO.Sl - s 06 40 OO.SS 08 5113.A7 AtuwLtwuw fixed wiwdow 09? OD.Aiel� 4 O - 0 23 OO.A1 3/4' C Suwt PlaSteY i - 22 40 Oo.A1,- ry "ry 06 40 OO.S1 -9 �JP 1 22 40 00.A3 10 28 00.A19 �y / r 09 29 DO.Dil 5/8" TuPe "x" i 08 5113.A'. �p 11 3i DO.AI WallbOaYd •; 10 28 DD.C1 M 10 28 OD.Ci •ry i 22 40 11 A3 00 ' - 28 r � , 09 29 0O.Di3 5/8" M.R. c�psuvu xoard 22 40 o0.E3 \ ;-I 06 40 OO.K3 H % \ 06 40 OO.g3 22 40 OD. E3 o 22 40 OO.E3 a \ 9. o - - 09 650o.g2 4' R.esiliewt Cove Base / O o 09 65 OD.S2 ' o H D9 65 DO.S2 09 00.A2 i RP Pa ., °t 09Cs00.g2 \ �+ \; - - - .1022OO.A19 MirvoY �1�< ,,,��► - M m M V \ n N t �i1�ew'�► �' . `F \ • � i0 28 00.A20 speCivuew Pass T11Yough - _ •t _ O O O - O O 1028 0O.C1 Crab gav 113100.A1 Refrigevatcw (NIe) 7/ 10/201 2 0 Break Room North View 26) ii 31 o0.A2 uwdercouwter RefrigeratoY 20 Restroom North View 21,22 19 Spec Restroom South View (12) 18 Spec Restroom East View (12) n Spec Restroom North View (12) n Break Room East View (26) n ( (NIC) ENGINEER'S SEAL ( ) 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" �" 1/4 = 1'-0" 1/4' = 1'-0" 113200.A1 Autoclave (NIC) i134 00.A1 Ear, MaChttn,C (NIC) - 1134 00.A2 T Yiv ter (NIC) 22 40 OO.A3 LavatOV _ • 22 40 00.A9 L(tut tl Siwl2 22 40 00.A17 S.S. TWO COlu.pa YtwietLt 1 1 2 1 22 40 00.Ai8 S.S. Siw12 A4.3 A4.3 �\ A4.3 A4.3 22 40 00.E3 Toilet ;. Y .................. .............. ....................... ......... .. • 09 29 0O.Di i 06 22 00.$i D 2 OO.Aii 09 29 00.Di3 .9 06 22 OD.g1 2' - 2" 06 22 DO.g1 06 40 OO.S3 10 28 00.A19 11 32 OD.Ai 09 29 DO.Aii 09,-7 00.Ai 06 40 oo.gs � ,' 09 �� oo.A1 22 40 00.Ai 102 00.A20 cY 22 40 OD.Ai (� io 28 00.A19 o - LMM, QFB - , _� 22 40 00.A3 N 06 40 O0.S5 06 40 DD.SS _06 40 00.51 22 40 00.A9 ry ,' M DRAWN BY \9 06 40-0 0 06 40 OD.Si 10 28 OO.C1 4- 06 22 00.g2 jl\ \I I22 40 00.A3 - rl 06 22 OO.g2 rl 06 22 0O.S2 09 65 OO. P 2 a 09 65 o0.g2 - o I I \ 22 40 00. E3 o 09 6 5 0o.g2 O 09 6s00.52 - - \ <F M tl- 09 65OD.S2 M M iv n n CLW t ; ..............CYO V \ h.'- ................ - .............. .............- o � ° CHECKED BY C. LEON WILLIAM50N Utility Room East View 19 Lab East View 18 Lab North View 18 23 Janitor Sink 20 22 Restroom South View 21,22 21 Restroom West View 21,22 n Y ( ) 25 24 1 /4" = 1'-0" 1 /4" = 1'-0 1 /4" = 1'-0" 1 /4" = 1'-0" 1 /4" 7/ 1 112012 DATE I $ 2 9 2 SIM g 2 A4.3 A4.3 A4.3 A4.3 A4.3 A4.3 ........................... .... ...... ...Y... 9 5 ........ O 2 OO.Dii 3 - � F.F.i °9 29 00 D11 09 29 OO.Dii _D 2 OO.D11....._ 06 22 00.�1 Interior 09 29 DO.A11 06 40 00.S3 22 40 00.A1} 06 22 00.Si 22 40 OO.Ai� E I e va 1� i o I 1 S / \ / i9 / \ / \ 06 40 00.�6 06 40 o0.S5 lJ 09 23 DO.Ai IF T 10 28 00.A20 06 40 01 -r- �`'1 06 40 DD.K3 N r� 06 40 OO.S2 06 40 OO.Y>i ty 09 OD.Ai \ \ \ �- 06 40 DD.'g1 06 22 OO.S2 06 40 o0.S2 06 40 OD.Si o o 09 6s DO.S2 06 22 DO.S2J. a OJ° 65 OO.S2 11 31 00.A2 06 40 OO.S3 - - / / O o - - 09 65 OD.S2F;1K,weC Watt uw.der eouw.tevs O - o I - 09 6500.52 o s \'\"'A06 22 OD.S2 Elevation at Check Out Counter n Specimen Restroom Specimen Wall (21) n Corridor Storage (32) n Procedure Room (17) , Blood Draw (16) n Utility Room North View (19) 32 1 /4" _ 1 0 1 /4" = 1'-01. U 114 == 1'-0" 1 /4" = 1'-0" 1 /4" - 1'-0" 1 /4" _ 1 t 0 13 OF 23 SHEETS 777, I 9'-111/2' 6 n A6.3 n _ 6 g O O O ' o na 9 A6.2 o M A6.3 gl °l 14 `� 5 `� ♦ N ♦ cV ` ` Q 3-0' - 1'-31/2'I O'-2•�,I 2'-6• O'-2• O -2� 3 -O� O -2 a i 1 A6.3 -T ry O' - 21/2' O' - 21/2' _ 0'- 21/2' O' - 21/2' 0'- 21120'- 21/2' 0 T: �00Tz E 11A11 �001z TYT>E IIC1, T�)DOTz TYKE „D" �00Tz 1,�11 WI N OW TYPE- It -I Wl NDoW TYT>& 1121 1 Window Elevations 2 A6.3 a N O 0'- 2 i/4' i 00 �r , M O L14 \ 3' - O' 3' - O 3/4' D 3/4' Door Schedule Frame Mark Type Mark I Material Thickness Width Height Comments 1 A ALUM 3' - 0" T - 0" STOREFRONT+CYLNDR +CLOS 2 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" CLASSRM FUNCTION 3 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" OFFICE FUNCTION 4 D ALUM 0'- 1 3/4" 3' - 0" 7' - 0" OFFICE FUNCTION 5 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" 6 D ALUM 0'- 1 3/4" 3' - 0" 7' - 0" 7 D ALUM 0'- 1 3/4" 3' - 0" 7' - 0" 8 D ALUM 0' -1 3/4" 3' - 0" 7'-0" 9 C ALUM 0'- 1 3/4" 2' - 6" T- 0" KEYED LOCKSET 10 D ALUM 0' -1 3/4" T - 0" 7' - 0" OFFICE FUNCTION 11 D ALUM 0' -1 3/4" 3' - 0" T - 0" OFFICE FUNCTION 12 D ALUM 0'-13/4" 3'-0" 7'-0" 16 C ALUM 0'- 1 3/4" 2' - 6" T- 0" KEYED LOCKSET 17 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" TOILET PRIVACY 18 D ALUM 0' - 1 3/4" 3' - 0" 7' - 0" TOILET PRIVACY 19 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" 20 D ALUM 01-1_3/4" 3' 0" 7' - 0" 21 D ALUM 0' - 1 3/4" 3' - 0" 7' - 0" 22 D ALUM 0' - 1 3/4" 3' - 0" 7' - 0" 23 D ALUM 0' - 1 3/4" 3' - 0" 7' - 0" 24 1 D ALUM 0'-13/4" 3'-0" 7'-0" 25 D ALUM 0'- 13/4" T - 0" 7' - 0" CLASSRM FUNCTION 26 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" TOILET PRIVACY 27 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" OFFICE FUNCTION 28 D ALUM 0' -1 3/4" 3' - 0" T - 0" TOILET PRIVACY 29 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" 30 D ALUM 0'- 13/4" T - 0" 7' - 0" 31 D ALUM 0' -1 3/4" T - 0" 7' - 0" CLASSRM FUNCTION 38 A ALUM T- 0 3/32" 6' -11 1/2" STOREFRONT + CYLNDR+CLOS 54 D ALUM 0' -1 3/4" 3' - 0" 7' - 0" KEYED LOCKSET 55 C ALUM 0' -1 3/4" 2' - 6" 7' - 0" KEYED LOCKSET ALL INTERIOR DOORS SFfALL SE PL4M SOLID CORE RE: SPECS ALL INTERIOR DOOR FRAMES ARE ADJUSTA-e LE ALWv1(NWM FRAME RE: SPECS ALL DOORS SI-fALLSE PASSAgE LOCKSETS RNLESS NOTED OTH15RWISE IN COMMENTS .4SOVE 51. a M i/4' CLEAR GLASS ADA CHECK I N/ORTWINDOW OPEN TOSEYOND SREftK.ROOM ONLY WIN OW TY?E II.411 Wl NDOW TYT>E I',° WI NDOW TYPE 11011 y )MLLIAM&ON GPOUP AJ CIIITECT8 ARCHITECTURE PLANNING INTERIOR5 1 OG EAST 2Gth STREET, BRYAN, TEXAS 77803 970-775-1778 j a 4 CRT - CS IVIED CLINIC 284 G BARRON ROAD COLLEGE STATION, TX 77845 CAPROCK TEXAS 10 LINCOLN AVE. SUITE 103 COLLEGE STATION 77840 COPYRIGHT: 2012 WILLIAMSON GROUP ARCHITECTS Or. EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION Of WILLIAM50N GROUP REVISIONS TEMPERED EMPE 1 RED CyL,455 AI-tEATT .ENCjTFtENED CIL-ASS ARCHITECT'S SEAL ,���` ;.u�, •1, I r �';� :cam l!f 7530 ' �O 7/10/2012 ENGINEER'S SEAL CLW CHECKED BY C. LEON WILLIAMSON 7/ 1 112012 DATE Door And Window 2. - 1" _ o o 06 40 OO.Ci06 40 00.F,7 06 4o OD.g3 � ' _ 22 40 DD.Ri- 22 40 OD.RiB a 06 40 DO.S8 06 40 00.F,4 MRX 24 -3/4• o � ri _ p. 06 40 00.'BS 06 40 00.�1 �4 064000.55 a ---• OPENINC,�COLLNTERSHRLL o 06 40 00.C1 - a ¢ cY a a -." -- - -:_a ;{ O 2'-0,. 0'-03/4" 2 O" - cY SE R MINIMVtM OF 36" L-ONC, a a 06 40 OO.gS is o - � V o � 06 40 00.$5 - O . i o 3, _ 1, � O WII,IaI�M�SON GI�OUh tll�CKIT.CTeS _- O a 06 40 OO.gi 06 40 DD.$1 -a o _- - 06 22 OO.R4 ARCHITECTURE PLANNING INTERIORS 06 zz oo.R4 1 OG EAST 2Gth STREET, BRYAN, TEXAS 77803 06 40 oo.gi � 979-775- 1778 " - lll o •_ - 06 40 OO.SS p O rl O6 4o OO.S3 p 06 40 00.g6 060 4DO.S6 O (Y 06 40 00.'g N ' REM ; _ H o o 06 22 OO.R4 CRT - C5 MED CLINIC - ei o o 06 40 DO.S3 .R �„� Z 06 40 OO.S3 p O 284G BARRON ROAD .� - .. ..J 06 22 OO.A4 .' . T:.. - MAX S MIN 8" REMovER��E `� o I V - 10 3/4" V O' - 21/4" �,T COLLEGE 5TATION, TX 77845 A COVER O. n Full Height Cabinets n ADA Base w/ Sink Knee Space n ADA Base and Wall Cabinet Section Work Desk Section at Wall n Work Desk Section at Drawers and Half Wall n Work Desk Section at ADA Wall Opening n Standar Base Section with 10" Sink 1 Stnadard Base and Wall Cabinet Section 3/4" = 1'-0" 3/4" = V-0" 3/4" = 1'-0" 5 3/4" = V-0" -` 3/4" = 1'-01, 3/4" = 1'-0" ` 3/4" = 1'-0" 3/4" CAFROCK TEXAS 110 LI NCOLN AVE. 51JITE 103 COLLEGE STATION 77840 06 40 00.S3 ?I -- (V 06 40 00.g3 - (Y 0640 --- ----... COPYRIGHT: 20I2 06 22 OO.R2 or, OD.S3 - WILLIAMSON GROUP ARCHITECTS , n I OG EAST 2Gth STREET, BRYAN, TX 77803 ) 06 40 oo.gi 06 22 oo.Rz 2. _ 1, WORLD RIGHTS RESERVED i O - .1r l 0640oo.g5 NO PART OF THI5 DOCUMENT MAY BE STORED IN A RETREIVAL 'I) SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING .... ._.._........._........ ...... .. ..... o [ BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR o o OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN _ zz oo.R4 PERMISSION OF WILLIAMSON GROUP 06 a as 06 40 00. � o a a o o ---- I Ice�wote l-egewd Key value F K,ewwte Text o -------- • ------------- ----------------- �t cY t o Q, 06 22 OO.R2 IX2 Wood Trlvu. o o o O 06 22 OO.R4 IA4 WOOOI Trlm 06 22 00.F11 wall h+uwg cn UE ets ADA Base and Wall Cabinet Section at Standard Base and Wall Cabinet Section at 06 40 oo.gi P-I_am couwtertop Drawers Drawers o6 40 00.g3 P-Lam poor 10 3/4" = V-0" U 3/4" = 1'-0" 06 40 00.g4 P-Law, SLoplwg TILLvmbEwg .. CoverADA 06 40 00.$5 P-L-pvu. 4" Sacl2splash . 06 40 00.S6 P-L,2K& Suppovt 06 40 00. P-(_arw Adjustable shd f GENERAL MILLWORK SPECS: 1) DRAWER SLIDES: K&V #1284 WHITE EPDXY COATED; 100 LB CAP. 2) HINGES: BLUM MODEL 90 SERIES CONCEALED TYPE WITH SELF CLOSING SPING 3) DOOR AND DWR PULLS: FE 14835 1/2 - 3-1/2" O.C. WIRE LOOP DULL CHROME 4) ADJUSTABLE SHLF HDWR: K&V #255 STDS W/ #256 CLIPS ZINC FINISH 5) PLASTIC LAMINATE: NEMA LLD3 CLASS 1 HIGH PRESSURE DECORATIVE 6) PLASTIC LAM. HORIZONTAL: GP-50, 0.050" THICK FACES & EDGES VERIFY W/ DETAIL SSV REQUIRED SOME LOCATIONS 7) PLASTIC LAM. VERITCAL: GP-28, 0.028" THICK EXPOSED EXTERIOR FACES AND EDGES. 8) DOOR & DWR FRONTS: PLASTIC LAM. ON EXTERIOR FACES & EDGES OF 3/4" THICK MEDIUM DENSITY PARTICLE BOARD W/ WHITE MELAMINE ON INSIDE FACES. 9) CABINET BODY PARTS: PLASTIC LAM. ON EXPOSED EXTERIOR FACES AND EDGES OF 3/4" THICK MEDIUM DENSITY PARTICLE BOARD W/ WHITE MELAMINE ON INSIDE FACES. 10) CABINET BACKS: WHITE MELAMINE FACED 1/4" THICK HARDBOARD. 11) COUNTERTOPS: PLASTIC LAM. ON ALL EXPOSED SURFACES OF 3/4" THICK PLYWOOD SUBSTRATE W/ BUILT UP EDGES TO 1-1/2" THICK. 12) WHITE MELAMINE: THERMOSET DECORATIVE OVERLAY THERMO FUSED TO SPECIFIED SUBSTRATE. 13) PLYWOOD: PSI; 12 PERCENT MAX. MOISTURE CONTENT. 14) PARTICLE BOARD: ANSI A208.2 MEDIUM DENSITY 45 LB PER CUBIC FOOT; 12 PERCENT MAX. MOISTURE CONTENT. 06 40 OO.gB P-L-Am RAed Shel f 06 40 00.Ci M661K&[vt Paced PLUwOod z2 40 OO.Rij S.S. Two Con parhuev t ARCHITECT'S SEAL 22 40 DO.R18 S.S. Siw.l2 0 r: 7/10/2012 ENGINEER'S SEAL QPB PORCH ' 'l U-1V BUILDING SECTION THRU LOBBY & TOWER 1/4-t = 11-01, oy, &2 00ji METAL CR(Cl%/,ETATCORN FP- 07C,200,H2 1/2" V-01, 04 0 00.Al 22 5 RECEPTION 2 F( =E= 04 20 oo.Al . . . ............. .. ............... =1 I Ml I I I I 1= BUILDING LONGTIDUNAL SECTION THRU LOBBY & CORRIDOR 1/4" = 11-01, _- VALLIIAMON GPOUID tiMITECTeS HEAD RLINOVER SIDES ARCHITECTURE PLANNING INTERIORS 40MIL 'PEEL �§SncK. I OG EAST 2Gth STREET, BRYAN, TEXAS.77503 OVER DAMPR.00FINC, 979-775- 1 778 WINDOW FIN -6' WIDE - CRT C5 MED CLINIC I 284G BARRON ROAD 6P` pk 3O1",LO LdNr, DLT COLLEGE 5TATION, TX 77845 - F y ��9��y0 9�Cn TOSLOCIGINCI IN WALL a CO NTI N I.IDI.tS SEALANT , + DAMPROOFING,OVER - - - - CIO ATiNTERSEGTIONW/- WINDOW FINS JF EFIS F rTTHR.LAL INISHHLlNDE2 PJP.s EXTERIOROF WINDOWCAPROCK TEXAS SILL RUN BEHINDsiDEsI 10 LINCOLN AVE. 5UITE 103 A LV.AOLT,SD CEDAR ARMS COLLEGE STATION 77840 _ Fig 4 COPYRIGHT:2012 WILLIAMSON GROUP ARCHITECTS 6 WINDOW FLASHING 5 SOLAR SHADE BRACKET t I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED 1 /4" = 1'-01, 1 /2" = 1'-01, g t NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL - - SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR ---.--------.---------.--------- - OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAMSON GROUP :I a 6 g 18 D A6.2 A6.2 .. . ' o 051200 ................................................. ............. YY 07 61 OO.Ai Lo Lu J 04 80 00.A1 I a3 j A ry 0 ryLD5 iA6.2 A6.3 NJ I O 16 STOP RICiIA INSti.L- ATROOF DECK. LINE --- j I 0512 OD 051200. 07 C,--? 00. H3 0512 00 09 29 OO.C,4 �q 2216.1.3.F3 092 00.D11 )9 2216.13.F3 09 2216.13.F3 09 29 OO.C4 072600.A5 04 80 00.A1 C .. p ....... ......... .._...--- ..._. - ......- - - 1- I-_ ��.8 I -I - _ -I_ -I - _ :..1- I 1E1 117 11 4 Wall Section at Full Ht. Stone Veneer 3/4" = 1'-011 04 80 00.A1 Sim 0,- 26 oo.A5 15 A6.2 09 29 oL 03 31 00J1 -I I -I- I 1 III- = I=1 I=1 =1 I = I � 3 Wall Section at End Wall 3/4" = V-0" A6.3 09 22 16 i3 F3 0512 DD 051200 T-111 PLYWD FACE DN 09 5i 00 0611 Oo.F1 R.S. CEDAR a L 2 I LINE OF C'yP -PD.�E`�OND ( 061100 A6.2 y...........................................................' - ' ,....... r.......... .............................. .............................. I................ 6X6 R.S. CEDAR COLUMN - O 08 51 13.A� A6.2 I .--..... ........... ...---..........-----..............-------.................I ... ...... o9 29 oo.nil D9 2216.13.F3 � I ` 04 80 00.A1 A6 2 .....,. .. ...... ......... .. ..... I I I i l l l I I I - I I I I I I I I I I -I I I I 11- 2 Wall Section at Front Wall & Porch 3/4" = 1'-01. - 09 22 i6.13.F3 095ioo 09 29 oo,Ca :. • f i.. . A6.2 .............. ................................. ........ ... ...� 4 A6.2 ' r... Y _ Sim 3 A6.2 - gENnDOWNSPOLtT. _ _.. 04 80 OO.Ai 09 2216.13.16 e - n Wall Section at Rear Hlgh Windows 3/4" = 1'-011 Icel�vLote LegevLd �. V-ql Va.1ve V-enote TtKt 03 31 OOJ1 COv:.crete SLab (RE: structure) - 040519 Masovwe A✓zhovage awd ReCw f orcun g 04 80 MAI C1oldstowe- l-IAuestovve Vemeev .051200 Structural steel Frnmu vLg (RE:Strueture) �0612 00 • wood Fra vuiwg 06 11 oo.F1 2X6 O� 24 OO.A2b EIFS Ow 3/4' IwSulatlow Soa rd a 0,- 26 OO.A5 Air'Pa ruler 0,-4600.S1 metalrcw[SL ne ARCHITECT'S. SEAL ..f 4 c .• i ` f g ,i v. s 1� i4'\'4",A"�►"" O,- 61 OO.Ai 2" stovkdiv".g Scow- MOCIL �o� 61 oo.A2 1-i/2'stavvdtv'g seavu MetaLRoof 0,- 62 00. H3 6" X 6" Sox ejutter 085113.A7 A1vvv-ivwnt Fixed Mvzlow 09 2216.13.F3 6' MetaL Studs @ 16" O.C. 09 22 16.13.16 6' MetaL Ravi tAty 09 29 00.C4 1/2" DevLSgLas sheathEK'j D9 29 oo.D11 5/8' Tupe .X. e1IUPSuvu wallboavd 7/ 10/201 2 09 5i 00 Acoustical Ce6Uwgs ENGINEER'S SEAL QFB DRAWN BY CLW CHECKED BY C. LEON WILLIAMSON 7/ 1112012 DATE Wall 5eGti0115 A6-,0 17 OF 23 SHEETS 2 TOWER SECTION THRU PORCH ROOFS 3/4" = 1'-0" WOOD COL -MN AT PDR.CH SEYDND i y i 61 I I .......:.. ..:._...— j 04 20 DO.g i 04 80 00.A1 44 .. ... a .. _ == 1=I=1=11= 1-=_-_ I =-1-1- I_ I 1 I -1 I -II_ i-I = it-i II- I_1 =1 _I-1-1=1-1=11 1=1 _-_ -1-1 I- I-II_II_I_=-I-I-I- 1 II -I_ =1 I I=1 I I -III III=1 I I 1 i I -III III III -I I I-1 I I -I I(- _ I 11=1 I I=111-1 I I=1 11 1 I I _ I I 1_ 1 I r I I 1=1 11=1 11=1 11=1 11=1 I I-III=1 11-1 11-1 11-1 11=1 11=1 1 TOWER SECTION THRU MAIN ROOF WI LIAMeSON GROUP A CKITECTeS j ARCHITECTURE PLANNING INTERIORS I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 1 CRT - CS IVIED CLINIC 284G BARRON ROAD COLLEGE STATION, TX 77645 CAPROCK TEXAS 10 LINCOLN AVE. SUITE 103 COLLEGE STATION 77840 1 COPYRIGHT:2012 WILLIAMSON GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED 1 NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAMSON GROUP rceuvote Lvymd K•eu value w-enote Tent 04 20 Oo.S? Limestowe P-owLook sill 04 80 00.A1 roldstowe- Limestove veweer 051200 structuraL steel FravKEm'3 (R.E:structure) 061100.R12 1/4' HardiePCIMIsoffit 0611 OO.Als i X Hardie SOard Trlm 06 16 MDR 512, PLUwood 0Y' 61 OO.A2 1_-1_/2" stavJ[v'g'seavu. MetaL Rvo f .I 0?7'100.Ss Dowvspout 08 4s 00 store f Kmts 26 56 DO.ft4 Wall Pack Light ARCHITECT'S SEAL 7/ 10/201 2 ENGINEER'S SEAL QFB, CLW DRAWN BY CLW CHECKED BY C. LEON WILLIAMSON 7/ 1 112012 DATE Tower 5ection5 A6,1 18 OF 23 SHEETS w .I 07 24 00.A21) O? 21 OO.A4 0,-92 o0.R5 } 0,- 62 00.A6 0 0792 OO.A5 04 20 00.$6 , 04 20 OO.S7ja ' ' ; •i 0,- 21 o0.g7 - 09 29 00. C4 ADER 08 Si -A- 0,- 21 OO.A4 09 2216.13. F3 I... .. 09 29 oo.Ca 09 29 00.Di1 1-41 T 5 Roof Detail at Gutter 4 Fixed Window Sill Detail at EIFS 3 Stone Wainscoat Detail at EIFS Wall System 2 Fixed Window Head Detail at EIFS 1 ixedlNindo�iIIDetail at Stone Wainscoat 3" = 1'-0" 3�� = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" r---- -� 07 46 oo.gi 06 11 00.D11 �.j 06 16 OD.D12 D 2 00 C4 .. .....+_E.. 9 9 1.. 0 62 DOJ2 +T 05 41 OO.S3 - Y :-- - - -i 07604 :20 OO.A6 07 26 00.A1 + 09 22 16.13.16 y- 07 92 00.A6 _ O t 09290oD1 1. - 08 81 0O.F3 di _ - _ 9 9 - -. 0 2 - O 2 DO.Al 06 ii 00 Hi 6 00 Ai OPENIN OVET" 4 FT SUPPORT FOR _ - T OX HEADER FOR a c SOL..AR SHADES' O ... ..a_'_:._ GS 08 51 13.A3 08 ii OD.S3 05 41 OO.AB 0792 oo.AS • 08 -i OO.7F,10 W/ KACK,ER ROD _ - - ,. 08 11 OO.9 -- ATTACH WINDOW FIN " • TO STUDS • - RE: INSTALL-ATIO N A ET : , - ' • - • - - 0271 OO.B10 LIN 06 110 - - 09 2216.13.F2 -..'_.- . - •• - 081400.A2 08 14 DO.A2 DgL STUDS @ HINCIE SIDE 09 29 oo.Dii .. ` 054100.A4 07 24 OO.A2b o�Fixed Window Jamb Detail at EIFS Aluminum Door Frame- Jamb Detail n Aluminum Door Frame- Head Detail 10 3"=1,01� - 9 3" = 1'-0" 3" = 1'-0" 18 Parapet Detail Parellel to Seam Roof Seams 3" = 1'-0" METAL SRACK.ET FOR SOLAR SHADE SUPPORT 09 2216.13.16 Fixed Window Head Detail at EIFS and Solar Shades 3" = 1'-0" O8 81 OO.F3 08 51 13.A4 0,-92 OO.AS Parapet Detail Perpendicular to Seam Roof n Seams 3° = 1'-0" 04 20 00.g7 dl �Q II BEYOND Storefront Door Jamb Detail Fixed Window Head Detail at Stone Wall 12 Fixed Window Sill Detail at Stone Wall 1 Fixed Window Jamb Detail at Stone Wall 14 3" = 1'-0" 13 3" = 1'-0" 3" = 1'-0" 3" 09 22 16.13. F3 O 26 DO.Ai 51/2" 1" 3/4' 09 z9 00.64 0929 OO.C4 1/2" 07 24 OO.A2b 00. F1 051200 07 21 0,- 26 OO.A1 - i i t 04 80 OD.A1 - 1/2" / 1'-0" 1 WEE'PJOINTS@ 32' D.C. HORZ,. 07 62 DO.A6 2x6 R.S. CEDAR RAFTER ' ' - •; 8 EMBEDDED CONNECTOR I d : `e; +�, la , :• ,,.4:, \ 0,-92 00.A1 - THRU BOLT R.S. 2X6 TO - ° ._:4.',•„ r - STRUCTSTEELgM `� 033100_j1 Y. ° .A2olv 09 2216.i3.16'- •a F ••°•..; .. ,a,•-.- 07 - W �o 0,-2 00.A4 0� 2 00. E1 06 16 00.D1 ' o -I I -I I j• y , . • .. ", -a a„ I :; - gEYOND 0616 OO.D10 I O I I I I -I • ° • - ',. ° f' °.'..-..• _ . '. ; 07 21 00.A1105 05 23js � S I_II-I ',�•.:'�••'-c,�.:•�•.',? �•; �-. �°•= I I AAMPRDOFING EHIND2X I I- I I I I I ._ - SA EALNTAT EFTS ,F 2X _- _-_-_-_- Dy7L2i OO.A4 051200 T ical Roof/ Roof Purlin Detail n Porch Roof at EIFS Wall Detail _ n Typical Stone Ledge Detail 1� 1'-0" 1 1 /2" = 1'-0" HEET5 TOWER WALL ATHIGH ROOF &GLASS SOFFIT AT REAR RECESSED ENTRY METAt- Cl PARAPET ATFULL HTSTONE WALL ' -- � \ \ ' ^ ' | ------------ / l i . | PARAPET WALL AT MAIN ROO HORZBEAM WRAP ATTOWER / ! ! ` ' ! ~ - | i « ---7 -- -- -- ---- \xs3/ ' ENTRY STOREFRONT TRANSOM HEAD ' � � ! � ! | U ! v�` U T-11^ �r*mw;oOWw --2X& F-S.ornAPI SH FAGCV\&8OFF[TATTOVVER 11 RO�FEDGE DETAIL ATPORCH 1 1/2"= 1'-0" 1 1/2^= 1'-O" ` ' � 051200 .............. _--------- .......... / ---- ---------------- � � --~—�... ' ............ ............ \-- ���cr� FOF-1 VENTS ��r� �-------�-� ! TOWER SPANDREL BEAM ATSLOPING TOVVER{�LASS ATSOFFIT &CEILING G|DEVVALL ` - ' ARCHITECTURE PLANNING INTERIOR5 970-775-1778 CRT CS MED CLINIC 2(54C; BARRON ROAD COLLEGE 5TATION, TX 77845 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS WORLD RIGHTS RE5ERVED NO PART Of TH15 DOCUMENT MAY 13E STORED IN A RETREIVAL SYSTEM, TRAN5MITTED, OR KEPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGWH, MAGNETIC OR OTHff K RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERM155ION Of WILLIAMSON GROUP ENGINEEK5 SEAL FLclshime storefFovLt Head At knish Hardware voLlbonvol 24) Dctaib 4 WILLIAKSON GDOLP ADC11MCM ARCHITECTURE PLANNING INTERIORS 106 FA5T 26th 5TREET, BRYAN, TEYA5 77503 979-775-1778 CRT - CS MED CLINIC 254G BARRON ROAD COLLEGE STATION, TX 77845 CAPROCK TEXAS I 10 LINCOLN AVE. SUITE 103 COLLEGE STATION 77840 COPYRIGHT: 2012 WILUAM50N GROUP ARCHITECT5 106 FA5T 2Gth 5TREET, 13PYAN, T)< 77503 WORLD RIGHTS RE5FFVED NO PART Or TH15 DOCUMENT MAY BE 5TOREV IN A RETREIVAL 5YSTEM, TRAN5MITTED. OR REPRODUCED IN ANY WAY, INCUJDING BUT NOT UmfrrD TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WfTHOUT THE PRJOK AGREEMENT AND WRITTEN PERM155ION OF WILUAM50N GROUP -11 v_ 4aWam coDEcoenvuwNCE .PPLO A, 4.. K.: ARChITI!Cr5 5eAL 711OV2012 rNGINEEP5 SEAL LMM, QfB DRAWN BY CLW CHECKED 5Y C. LEON WILUAM50N 7/ 11/2012 DATE fir5t floor Reflected Ceding Plan REVISED 7.0 21 OF 23 5mfET5 . . 2 1. _ _ . .. . • - . . . • 1. . - - .. , . •• , ._ . . fi,, 1._ . a . . ..< • . - . 2 .. 11 1.. 1 1 3 11. . , A6.0 - Q5.0 .,. A.0 r r r r r r <, ❑ . ,' Y • EXAM RM EXAM RM EXAM RM g X-RAY ❑ EXAM RM EXAM RM 'OFFICE-,:-• v ::s 6 7 g FI -BI -WI -CI 3 4 }' S . ': .- � .t. >, (; '-' , ,- FI -BI -WI -CI FI -BI -WI -CI :,';F2 -BI -Wi-CI:,`'..','::;',^% FI -BI -WI -CI FI -BI -WI -CI FI -BI -WI -CI FI -BI -WI -CI ., . t �• 4- - - 1 4 14 A4.1 14 A4. 1 A4.1 14 AZ 4 BIO H A .1 14 A4.1 �f . .. I0 , . I , .., - ., ., 1 -4- I 11 - 1_11 I I --- _- �•• 1 o.o. A4.1 A4.1 . I . -, ''I , - ^4 1 - __T - ­.' :: - . . I . , A6.0 I RECEPTION so PHYSICIAN _, _ _M I <_ I I -,Z-- : . . ' ;.,,.."'. �; I : + I 142" a f f • 2 -= 23 --J . om JANITOR.... ':'F2 BI WI CI' FI BI WI CI 84 tl.cabs ... - .:: SPEC RR PUBLIC RR O o U ❑ :,c. . 4 2O .. ,- • 12 13 - PROCEDURE - 1 - , • - A4.1 6 27 UTILI I F I -B I -W I -C I . ` F i -B I -W2 -C2 F I -B I -W2 -C2 17 , 3 17 19 9 A6.0 5 30" A f f 11 F I -B I -W I -C I A4.1 A4.1 26 A4.1 . - r1 I -WI -CI VITALS r 30' Gl-ff' t_ _ ' A4.1 18 18 -A4.1 10 A4.1 12 ° ° 15 29 d] 23 11 �° t ' F I -B I -W I -C2 .1 � I . ''., . , . - I -1 a13 ..'�: .. 1.,�.­. I -----II I ­ L _;H 20 1 20 1 T1 NURSE ST. :•PHYSICIAN:.,. OQ �� 31 A4.1 21 21 A4.1 ❑ ❑ 24 DRAW ST. IAB RA _ I � - 4 . . F I -B I -W I -C I I G 18 22 -22 .`.F2 -B I -W I -C I =' I 7 i I <.. F I -- I -W I -C2 F I -B I -W I -C I SPEC RR WOMEN RR I 1 Aa.o 28 4 - A .1 4. I A4.0. 2 4 , 2I 22 . ... .o " F 1 -B I -W2 -C2 F I -B 1 -W2 -C2 A4I P�*\.1 25 _ _ _. - -_ :.. . / � CORRIDOR 4 32 • A5.0 .. A4.1- I -B I -W I -G SERVE • ' LOBBY 32 25 . ; ---- FI -BI -WI - CI L __L_ F3 -B I -WI -C I _ -ma . 3 A4.1 14 A4.1 14 14 A4.1 ;i + I - . - \ I RE .---RECEPTION 2 A4.1 a I A M- EXAM RM EXAM RMJ 2si4" -- V i ;MGR OFFICE''.;, EX M R 9' -� 3 - F I -B I -W I -C I . d. _ 29 28 27 I 1% I . •: =• `• . e "`,i?F2 -B I -W I -C I F I -B I -W I -C I F I -B I -W I -C I F I -B I -W I -C I BREAK ROOM 2G I7 A4, - ., - , . : . __0 1, 1;-,.,,,,,,, -,..,,-,,..",�,,--,'�"-.-".,,--,-- -,",-, "I�'�-1111""'".--.,-"il.-'.I " �.`-._ _;11'_:-.` _:11� � %,; , I .1 9 ___� .11. ■oe F I -B I -W i -C 15 i - I � I< f �R_ - - 1. ., .., ._ ..., . UALL±_� --- . ....................... • .. - ---.- -,- - - .- - . ;. . , . ', - .. _ - " " . .� _ _ _ J IX2 A6.0 ... .. R .. ..... ... � ...... . ... . .. .� ..... ... .. . .. ... . .. ............... .. \Lr J ........ r ........ ........ ..... A6.1, . ..... .................... ..... .......... .......... ­ 5 � ............ ..... .................... ..... .................... .. ........ ­ .... I ... I/W ..... ..... ........ .... .. � v :1. , . .. . •,• • .. . : , t .. ...., .. ...... . ..... .. . ,.. r • . A .... • - - , 1. 1. ,1.1. . % , . • ' .. ; 1. 1. 1. _ _ - . , • . .111 1 .. ' . , 1. , .. . ., -• , 6 -, - 1. - :.'. i'I 1.•. I 11 ,. ' - 9 4. .. ., . .. . . . • • - - . , • .. , , , . 3 First Floor Finish Plan 1 /4" = 1'-0" Room Schedule Number Name Floor Finish I Base Finish Wall Finish Ceiling Finish I Area Perimeter 1 LOBBY F3 B1 W1 C1 486 SF 93' - 11 27/32" 2 RECEPTION F1 B1 W1 C1 290 SF 112' - 2 17/32" 3 EXAM RM F1 B1 W1 C1 119 SF 46' - 8 11/16" 4 EXAM RM F1 B1 W1 C1 126 SF 45' - 0 11/32" 5 OFFICE F2 B1 W1 C1 113 SF 43' - 4 1/2" 6 EXAM RM F1 B1 W1 C1 128 SF 45' - 5 3/4" 7 EXAM RM F1 B1 W1 C1 116 SF 43' - 4 21/32" 8 EXAM RM F1 B1 W1 C1 116 SF 43' - 0 13/16" 9 TELE/ELEC F1 B1 W1 C1 25 SF 21' - 0 3/32" 10 I BIO HAZ F1 B1 W1 C1 14 SF 14'- 10 3/16" 11 X-RAY F1 B1 W1 C1 172 SF 66' - 11 1/16" 12 SPEC RR F1 B1 W2 C2 58 SF 30' - 6 5/8" 13 PUBLIC RR F1 B1 W2 JC2 58 SF 30' - 6 5/8" 14 NURSE ST. F1 B1 W1 C1 166 SF 55' - 8 27/32" 15 VITALS F1 B1 W1 C2 81 SF 39' - 5 1/32" 16 DRAW ST. F1 JB11 W1 C2 71 SF 34' - 10 1/2" A4.0 Room Schedule Number Name Floor I Finish Base I Finish Wall Finish Ceiling I Finish I Area I Perimeter 17 PROCEDURE F1 B1 W1 C1 111 SF 42' - 11 3/4" 18 LAB F1 B1 W1 C1 96 SF 40' - 8 3/32" 19 UTILITY F1 B1 W1 C1 51 SF 28' - 8 1/4" 20 JANITOR F1 B1_W1_ C1 42 SF-- 26' - 0 7/32" 21 SPEC RR F1 B1 W2 C2 64 SF 32' - 4 3/16" 22 WOMEN RR F1 B1 W2 C2 64 SF 32' - 4 5/32" 23 PHYSICIAN F2 B1 W1 C1 104 SF 41' - 1 3/16" 24 PHYSICIAN F2 B1 W1 C1 99 SF 40' - 0 1/8" 25 SERVER F1 B1 W1 C1 51 SF 29' - 6 21/32" 26 BREAK ROOM F1 B1 W1 C1 237 SF 69' - 8 29/32" 27 EXAM RM F1 B1 W1 C1 114 SF 42' - 10 17/32" 28 EXAM RM F1 B1 W1 C1 122 SF 44' - 6 11/16" 29 EXAM RM F1 B1 W1 C1 119 SF 43' - 11 5/8" 30 MGR OFFICE F2 B1 W1 C1 111 SF 42' - 1 1/32" 31 1 RECEPTION F1 B1 W1 1CI 1128 SF 46' - 0 19/32" 32 ICORRIDOR IF1 1905 SF 1199' - 5 3/16" Finish Schedule Type Mark I Description B1 4" Resilient Rubber Base C1 2'x 2' Acoustical Tile Lay -In Ceiling C2 Gyp. Board on Metal Stud Ceiling F1 Vinyl Composition Flooring F2 Carpeting F3 18"x 18" Tiling W1 Painted Gypsum Wallboard W2 Painted M.R. Gypsum Wallboard with FRP Wainscoat LEGEND TO SYMBOLS ® RUBBER. T"NSITION STRIP 11 11 - - I / I - - /j - -6- -- - - _`�F_ -_ � . � .- �. I ­­ __ " 11--_ ___ �� WII,I,It1M80N GROUP AQCKITECT6 ARCHITECTURE PLANNING INTERIOR5 I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 .. ,, � CRT CS M N T - IVIED CLINIC � 284G BARRON ROAD �� COLLEGE STATION, TX 77845 3 C � K AP OC TEXAS i A I I 0 LINCOLN AVE. SUITE 103 COLLEGE STATION 77840 1 J COPYRIGHT: 201 2 1 WILLIAMSON GROUP ARCHITECTS 11I OG EAST 2Gth STREET, BKYAN, TX 77503 WORLD RIGHTS RESERVED NO PART OF THIS DOCUMENT MAYBE STORED IN A RETREIVAL 1I1 SYSTEM, TRANSMITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR 1 OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAMSON GROUP ARCHITECT'S SEAL 4-"-a-k` it .. kt �! t t +�i � . 1. ..: 1 *� *? ".+ { r .:- 7 102012 1 :2 / ! 3 4 ENGINEER'S SEAL 1 i 4 I 11 OFB, LMM DRAWN BY 11 CWL CHECKED BY C. LEON WILLIAMSON 11 11 7/ 1112012 j DATE a i i .4 ,1 11 FIr5t Floor Fini5h � I Keying Plan A8 • 0 1 1 1 22 OF 23 SHEETS 11 ... ,, E, 2 Roof Plan 1/4" = 1 1-0.1 VAUIAMON GROUPAP-CHUCTeS ..... ..... ..... ..... ....... .............. ARCHITECTURE PLANNING INTERIORS I OG EAST 2(;th STREET, BRYAN, TEXAS 77503 979-775-1778 CRT C5 MED CLINIC 264G BARRON ROAD COLLEGE 5TATION, TX 77845 CAFROCK TEXA5 ..... .................... ..... ....................... 1 10 LINCOLN AVE. 5UITE 103 4 COLLEGE STATION 77840 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77503 WORLD RIGHTS RESERVED NO PART Of THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAM50N GROUP . ............ - V-eu VaLRe Keu note Text I-V2"strfnol[v'g seam 07 61 00.A2 metal Roo 0,- 62 oo.H2 5' A 5' 'FOK CV-tttY 07, 62 00JI Parapet cap FLcl&Kvv3 1 0,- 0:2 00.L1 41y, 4" rlowwspovt 07 -1 oo.gs DowwS?okt 12 20 00.A4 exteriov, solar skpcliw,3 ARCHITECT'S SEAL ..... ........... ................ . ......... ..... .................... ..... ....................... . 7/10/20 12 ENGINEERS SEAL nFR Roof Plan PARKING LOT LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER NUMBER OF FIXTURES LAMPS VOL POLE MODEL NO./ REMARKS PER POLE N0. TYPE OA LITHONIA#SSS 2 1 40OW PSMH VENTURES 208 LITHONIA# 25 5G DM28AS DNA A268 AS2 400M SR4SC 208 SCWA A268 40124 ARCHITECTURAL ARM —MOUNTED CUTOFF LUMINAIRE WITH SR4SC REFLECTOR ON 25' POLE. OA LITHONIA# 1 1 40OW PSMH VENTURE# 208 UTHONIA# SSS 25 5G DM19AS DNA A268 AS2 400M SR4SC 208 SCWA A268 40124 ARCHITECTURAL ARM —MOUNTED CUTOFF LUMINAIRE WITH SR4SC REFLECTOR ON 25' POLE. APPROVED LIGHTING MANUFACTURERS: ROUND LSI, McGRAW EDISON, QL, GARDCO, LITHONIA, WIDELITE, STONCO POLE MOUNT FIXTURES: NOTES: THE ABOVE LIGHTING MANUFACTURERS SUBSTITUTION LIST DOES NOT GUARANTEE APPROVAL APPROVAL WILL BE DETERMINED AFTER REVIEW OF SHOP DRAWING TO DETERMINE IF THE FIXTURE OR POLE SUBMITTED MEETS OR EXCEEDS THE DESIGN STANDARDS AND PERFORMANCE REQUIRED OF THE ACTUAL FIXTURE SPECIFIED IN THE LIGHT FIXTURE SCHEDULE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY SELECT SUBSTITUTIONS FOR THE SPECIFIED LIGHT FIXTURES FROM THE APPROVED LIGHTING MANUFACTURERS LISTED ABOVE. WHERE SPECIFIC OPTIONS/ ACCESSORIES ARE SPECIFIED, THEY SHALL BE PROVIDED AS SPECIFIED WITH THE SUBSTITUION. DUE TO THE WIDE RANGE OF FIXTURE QUALITIES OFFERED BY EACH MANUFACTURER, THE APPROVED LIGHTING MANUFACTURERS SUBSTITUTION LIST IS NOT INTENDED TO INDICATE THAT ANY OR ALL MANUFACTURERS LISTED WILL HAVE SUITABLE SUBSTITUTIONS FOR THE LIGHT FIXTURES OR POLES SPECIFIED IN THE UGHT FIXTURE SCHEDULE. SHOP DRAWING DELAYS AS A RESULT OF INAPPROPRIATE SUBSTITUTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. „r f PHASE 05. f i z i > s < 8 < e' OB s #._ pp 1 {# 1 I # - .,..,. y d k is { � % # f y: » � J ! ,,.... ..., _ ...,... # � £• f # # { } f } g• , 3 12 fi # I # 1 12G., b 3/4 C. i PRIMARY RISER POLE PER CSU. PVC:, P ` ! # # PIPE SHALL BE PAINTED ORANGE } f I # # , ..! € AND STUBBED UP FOR LOCATION. # .y .... — ... — —3 12,'J # # 11 € } f#—Ts 3/4€ 1 € n #p f Y C. PRIMARY #3 x5 ,PULL BOX FQR.' PULL f FI I € { 1 # UNDER BARRON ROAD. FURNISHED # # I I # f +o/Os " } , € .» BY CSU ;AND INSTALLED BY }D(. 16. €; I €' t f ' PER CSU SPECS. rr PAD MOUNTED (3)4"C. FOR TRANSFORMER t € #? I I € f..... { # r f _,,,, I PER CSU. # A 9 I # ..... ..:: _ S Y i 'IU — — —= ---�— --———---———— — — — — —— — — — — -- I :. iLf .. _ a a s y.,«..,. ..._ t � PRC jj GT CABINEt AND METER 3 4 r.^ M. E Cs SERVICE SECONDARY .. t . # f f R 1 FOR ONE g: i I # P.t# # . �. »....»,.. LINE DIAGRAM. i s{ L(2)4-C. 'TELFC• 9ANEL LA' # ::; { f FOR ELECTRICALLA-20/22/24; # f { # I € { SERVICE PRIMARY. } # r rr # # { # I --�I►� 3#10,1#10G r # I �.:.,_v,x€ f I I € f { g € € � '♦ 3/4"C # a # :\ ELEC. SERVER 25 L ? # {f f# \ M a t f T}} 3 : # \ if r ' s # r'` # II {..... ........... .: . fJ. #. ; f X. € # r 3.. 1 2, \ €: ... .. f f f I # ?" ♦ ( ... I: (i i 'S �#' 4 # : , £ I ,::«::..:� ii I .,......... 3/4 C 7— ? (2)2" C. FOR DATA/TELEPHONE CABLING. COORDINATE [ \ EXACT TERMINATION POINT AT PROPERTY LINE WITH ♦ I { # f UTIUTY C ANY s. £ T s t 6 :......., ....., ... .. IH \ I k# H..., .. »,....:.................. .................. ....:::,..._............ .... :..._.......... 1 .12G ..w..,� ...._ M ..w � fs 1 — } 3/4 C 3 4"C ; 13 # ... / # k ..::........ ........... .::......... :,. aRIES... :......... ......: .. COPYRIGHT: 2012 WILLIAMSON GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77503 WORLD RIGHTS RESERVED NO PART Of THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAMSON GROUP NORTH ELECTRICAL SITE PLAN 1 SCALE: 1" = 30'-0" KME PROJECT 4 XXXXXXXX f HOUSTON I DALLAS/FT. WORTH I BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 REGISTRATION # F-4111 . ..... ..______........... _._.._... 81 E{' Di \dl; Yi-'(� r S, , . B1 LB-41 NORTH 2 ELECTRICAL LIG SCALE: 1/4" = 1'-0" B1E ING FLOOR PLAN! - FIECH ANICAL LO KME PROJECT # XXXXXXXX Ar ';� - v ' Lv\,-T \/11 rz-= I KALMANS MARSKALL ENGH HOUSTON I DALLAS/FT. WORTH I BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (781) 664-1900 REGISTRATION # F-4111 WILLIAMSON GROUP ARCHITECTS ARCHITECTURE PLANNING INTERIOR5 I OG EAST 2Gth STREET, BRYAN, TEXA5 77803 979-775-1778 A NEW BUILDING FOR CRT C5 Med Clinic 2840 BARRON ROAD COLLEGE STATION, TEXA5 77845 A DEVELOPMENT OF CAPROCK TEXA5 1110 Lincoln 5te 103 College 5ta Tx 77840 979-307-03 2 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHT5 RE5ERVED NO PART OF TH15 DOCUMENT MAY BE 5TORED IN A RETREIVAL 5Y5TEM, TRAN5MITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERM155ION Of WILLIAM50N GROUP ELECTRICAL KEY NOTESi O EMERGENCY POWER OFF MUSHROOM BUTTON FOR X—RAY EQUIPMENT. CONNECT TO X—RAY MAIN DISCONNECT PANEL. O2 6"x6"x4" FLUSH MOUNTED JUNCTION BOX FOR OPERATORS CONSOLE. PROVIDE (1)2-1/2"C. TO X—RAY GENERATOR. COORDINATE CONDUIT REQUIREMENTS WITH MANUFACTURER. O3 FLUSH MOUNTED X—RAY MAIN DISCONNECT PANEL. MAKE FINAL CONNECTION AT DISCONNECT PANEL PER Ij O4 MANUFACTURERS DRAWINGS. PROVIDE FLUSH MOUNTED JUNCTION BOX AS REQUIRED FCU_2 I WITH DIVIDER FOR CASSETTE HOLDER. PROVIDE (1)1-1/2"C. AND (1)2-1/2"C. TO X—RAY GENERATOR. 3 3, COORDINATE CONDUIT REQUIREMENTS WITH MANUFACTURER. 1 8G., 1-1/4"C. O X—RAY GENERATOR. PROVIDE 8"x8" REMOVABLE OPENING IN DUCT COVER. COORDINATE CONDUIT REQUIREMENTS AND fi ..... a INSTALLATION OF X—RAY GENERATOR WITH MANUFACTURERS LA-1/3/5 , I I P (..'AR ' = S O INSTALLATION DRAWINGS. 12"x3" STEEL TRENCH DUCT IN FLOOR WITH MINIMUM (2) t00A/3P/NF/S1 DIVIDERS TO PATIENT ELEVATING TABLE. PROVIDE RECESSED 100A/3P/NF/S1 LB-264EJ SCREW TYPE COVER TO ACCEPT VCT TILE TO MATCH FINISHED FLOOR. LA-2/4/6 M LB-38 O7 PROVIDE JUNCTION BOX FOR CONNECTION OF TUBESTAND. 8G — 4 1 8G•, O MAKE FINAL CONNECTION. PROVIDE JUNCTION BOX FOR CONNECTION OF PATIENT 1 1-1/4"C. 1-1/4"C. O9 ELEVATING TABLE. MAKE FINAL CONNECTION. PROVIDE FLUSH MOUNTED JUNCTION BOX FOR CONNECTION I LA-19/21/23 100A/3P/NF OF AUTOMATIC DOOR PUSH PAD. COORDINATE EXACT FCU_1 10 MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGH IN. "X—RAY ON" INCANDESCENT WARNING LIGHT. EWH-1 � 1 GE #E4502RL WARNING LIGHT CONTROLLER. PROVIDE 1/2"C TO X—RAY TERMINAL WALL BOX. 12 COORDINATE EXACT ELECTRICAL REQUIREMENTS AND LOCATIONS OF ALL X—RAY EQUIPMENT AND ASSOCIATED ACCESSORIES WITH MANUFACTURER PRIOR TO COMMENCEMENT OF WORK. 13 PROVIDE JUNCTION BOX AT +54" AFI" WITH 3/4" C. POKED -:-_ --.- TO EUNIT.E CEILING FOR LOW VOLTAGE THROUGOFWCOND NORTH WIRING NSINGALL DELECTRICAL POWER FLOOR PLACE - MECHANICAL LOFT SCALE: 1 /4" = 1'-0" NORTH 0-9LECTRIC���P0'11ER FLOOR PSCALE: 1 /4" = 1 VL1r_ Me%. 1=rT i YYYYYYYY I ERM Na _ HOUSTON I DALLAS/FT. WORTH I BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 REGISTRATION # F-4111 WILLIAMSON GROUP ARCHITECTS ARCHITECTURE PLANNING INTERIOR5 I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 _. . T. A NEW BUILDING FOR CRT - C5 Med Clinic 2849 BARRON ROAD COLLEGE STATION, TEXAS 77845 --------------- A DEVELOPMENT OF CAPROCK TEXAS 10 Lincoln Ste 103 College 5ta . Tx 77640 979-307-03 2 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAM50N GROUP REVISIONS ARCHITECT'S SEAL ENGINEERS SEAL too MTV ANS=� ..... FSF�/STE;��?`v ovoo� 07--10-12 DES DRAWN BY JZ CHECKED BY 08/ 18/201 1 DATE ELECTRICAL POWER FLOOR PLAN SHEET FURNISHED AND INSTALL IN-UNE BALLAST FUSES IN BUSSMANN "IRON" WEATHERPROOF FUSE HOLDERS #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRE LIGHTING STANDARD POLE. GROUND LUG IN POLE. 4" x 6" GASKETED HAND HOLE. ANCHOR BOLT COVER. GROUNDING BUSHING STUB -UP CONDUIT 0 4" ANCHOR BOLTS. PROVIDE STEEL REINFORCED CONCRETE BASE TO ABOVE POLE BASE. SUPPORT THE WIND LOADING OF r I THE POLE AND FIXTURES. CONCRETE BASE. y• ,I GRADE OR PAVEMENT. I 25 FEET OF #4 AWG II' II' MINIMUM SOLID SOFT BAR COPPER WIRE r alb• .� �' UNDERGROUND CONDUIT. COIL GROUNDING ELECTRODE COUPLING.? AT BOTTOM OF PIER SHAFT. NOTE: REFER TO ARCHITECTURAL/ STRUCTURAL DRAWINGS FOR CONCRETE WORK. METAL POLE WITH COMFIETE AP CH011 Rt SEOEIECTRICAL RE0UIREI'=11TS 5 sc STRUCTURAL STEEL NEC TABLE 250-66 ALL METAL PIPE WATER PIPE DISTRIBUTION • SWITCHBOARD/ MAIN ELECTRICAL PANELBOARD SWITCH G N NEC TABLE 250-122 N BOND N7ANDGROUNDBUS ONAND SESYSTEM METAL WATER PIPE 1#4G• UL APPROVED GROUND LUG OR EXOTHERMIC WELD. 3/4"x10' COPPER GROUND ROD GROUIMIMAG DETAIL 2 SCALE: NONE BUILDING SLAB REBAR (20-FEET) MAINTAINED CONTACT SHUNT TRIP EPO IN KNOX BOX. LOCATE AS 600A BUSED CT CABINET DIRECTED BY AHJ. MOUNTED ON BUILDING PER CSU REQUIREMENTS. 43/0, 1 4G., 2 C. POWER COMPANY METER PER CSU 5#2 51,6 1-/4"C. \V\ PANEL SP• ID ® CABINET P PAD MOUNTED TRANSFORMER N 0 PER CSU G J-BOX #3/0 #4 (2-SECTION) LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER AND MOUNTING LAMPS VOLTS REMARKS NO. TYPE20 CATALOG NUMBER SED TROFFER WITH VPRISMATIC UTHONIA# ACRYL CC LINEAR DIFFUSER AND Al 2VT8 2 32 ADP MVOLT GEBIORS RECESSED 2 32W/T8/41K MVOLT FLUSH STEEL DOOR FRAME. PROGRAMMED A268 RAPID START BALLAST SHALL BE <10% THD. 20 RECESSED VOLUMETRIC TROFFER WITH UTHONIA# ACRYLIC LINEAR PRISMATIC DIFFUSER AND A1E 2VT8 2 32 ADP MVOLT GE81ORS RECESSED 2 32W/T8/41K MVOLT FLUSH STEEL DOOR FRAME. PROGRAMMED RAPID START BALLAST SHALL BE <10% THD. EL14 A268 PROVIDE 1400 LUMEN EMERGENCY BATTERY PACK TO ILLUMINATE TWO LAMPS. 20 RECESSED VOLUMETRIC TROFFER WITH A2 UTHONIA# 2VT8 2 32 ADP MVOLT DIM A268 RECESSED 2 32W/T8/41K MVOLT ACRYLIC LINEAR PRISMATIC DIFFUSER AND FLUSH STEEL DOOR FRAME. PROVIDE WITH DIMMING BALLAST. 2x4 RECESSED VOLUMETRIC TROFFER WITH UTHONIA# ACRYLIC LINEAR PRISMATIC DIFFUSER AND A2E 2VT8 2 32 ADP MVOLT DIM EL14 RECESSED 2 32W/T8/41K MVOLT FLUSH STEEL DOOR FRAME. PROVIDE WITH DIMMING BALLAST AND 1400 LUMEN A268 EMERGENCY BATTERY PACK TO ILLUMINATE TWO LAMPS. UTHONIA# 2x4 STATIC TROFFER WITH 7.80Z./SF., A3 2SP8 G 232 FW A12125 MVOLT RECESSED 2 32W/T8/41K MVOLT 0.125" MINIMUM LENS AND FLAT ALUMINUM DOOR FRAME. ELECTRONIC BALLAST SHALL GEBIORS A268 BE PROGRAM RAPID START WITH <107.THD. 2x4 STATIC TROFFER WITH 7.8OZ./SF., UTHONIA# 0.125" MINIMUM LENS AND FLAT ALUMINUM A3E 2SP8 G 232 FW A12125 MVOLT RECESSED 2 32W/T8/41K MVOLT DOOR FRAME. ELECTRONIC BALLAST SHALL BE PROGRAM RAPID START WITH <107*THD. GEBIORS EL14 A268 PROVIDE WITH 1400 LUMEN EMERGENCY BATTERY PACK TO ILLUMINATE TWO LAMPS. UTHONIA# 4' FLUORESCENT STRIP WITH WIRE GUARD 81 C 2 32 MVOLT GEBIORS WGCUN RECESSED 2 32W/T8/41K MVOLT AND PROGRAMMED RAPID START BALLAST A268 SHALL BE <10% THD. UTHONIA# 4' FLUORESCENT STRIP WITH WIRE GUARD AND -PROGRAMMED -RAPID -START-BALLAST BlE C 2 32 MVOLT GEBIORS WGCUN RECESSED 2 32W/T8/41K MVOLT SHALL BE <10% THD. PROVIDE WITH 1400 EL14 A268 LUMEN EMERGENCY BATTERY PACK TO ILLUMINATE TWO LAMPS. Cl GOTHAM# RECESSED 1 32W/TRT/41K MVOLT 6" APERTURE OPEN VERTICAL DOWNLIGHT AFV 32TRT BAR MVOLT A268 WITH CLEAR ALZAK REFLECTOR. 6" APERTURE OPEN VERTICAL DOWNLIGHT CIE GOTHAM# RECESSED 1 32W/TRT/41K MVOLT WITH CLEAR ALZAK REFLECTOR. PROVIDE AFV 32TRT 6AR MVOLT ELHL A268 WITH 1400 LUMEN EMERGENCY BATTERY PACK. D1 SURFACE 1 150W MH 120 EXTERIOR ARCHITECTURAL WALL PACK WITH ASW1 150MHC SR3 120 SCWA A268 NATURAL ALUMINUM FINISH. UTHONIA# WET LOCATION LUMINAIRE WITH HIGH -IMPACT F DMW 2 32 MVOLT GEBIORS EL14DW SURFACE 2 32W/TRT/41K MVOLT ACRYLIC LENS, FIBERGLASS HOUSING. PROGRAMMED RAPID START BALLAST SHALL A268 BE <10% THD. PROVIDE WITH BATTERY PACK. SINGLE FACED EDGE -LIT EXIT LIGHT WITH UTHONIA# BRUSHED ALUMINUM HOUSING AND RED X1 UNIVERSAL - LED MVOLT LETTERS. 90 MINUTE CADMIUM BATTERY. EDG-I-G-EL DIRECTIONAL ARROWS AS INDICATED ON FLOOR PLANS. DOUBLE FACED EDGE -LIT EXIT LIGHT WITH UTHONIA# _ BRUSHED ALUMINUM HOUSING AND RED X2 EDG-2-G-EL UNIVERSAL LED MVOLT LETTERS. 90 MINUTE CADMIUM BATTERY. DIRECTIONAL ARROWS AS INDICATED ON FLOOR PLANS. X3 UTHONIA# SURFACE 2 32W/TRT/41 K MVOLT LOW PROFILE EXTERIOR EGRESS LIGHT WITH AFN NA A268 NATURAL ALUMINUM FINISH. 6' MAX LENG OF FLEX TYPICAL APPROVED LIGHTING MANUFACTURERS: (3) X 10 FOOT COPPERWELD GROUND RODS FLUORESCENT: LTTHONIA, LIGHTOLER, LSI, COOPER-METALUX, H.E. WILLIAMS, AXIS, DAYBRITE PER WITH BONDED GROUND EXIT SIGNS: UTHONIA, LIGHTOUER, LSI, SURE LITES, PRESCOUTE, McPHILBEN, NA4UGHT �3)4-C. WITH (2)3"C. 2)3"C. _ CONDUCTORS TO SERVICE PULLSTRING ENCASED EACH WITH EACH WITH ENTRANCE PANELBOARD. H.I.D. INDUSTRIAL: LITHONIA, WIDELITE, EXCELINE, G.E., LSI, LUMARK, DAYBRITE IN RED CONCRETE 4#350KCMIL 4#350KCMIL = _ = DOWN/TRACK LIGHTING: UTHONIA-GOTHAM, LIGHTOUER-CALCUUTE, HALO, LSI, CAPRI, INDY LIGHTING, OMEGA CEIUNG TO BUILDING STEEL SECURITY H.I.D. (WALLPACKS): LITHONIA, McGRAW EDISON, G.E., DAYBRITE, EXCEUNE, LSI, GARDCO ITO ALL METAL ARCHITECTURAL LINEAR FLUORESCENT: PEERLESS, LIGHTCONTROL, LSI, LAM, LEDAUTE, PAL PIPING SYSTEMS I ALL GROUNDING ELECTRODE ARCHITECTURAL INDIRECT: INSIGHT, ORIGINAL CAST LIGHTING, SPI, LAM, ELUPTIPAR, LEDAUTE, PAL CONDUCTOR TERMINATIONS TO NOTES: BE CADWELD. FLUORESCENT EMERGENCY BATTERY BACK-UP, WHEN SPECIFIED, SHALL ENERGIZE TWO LAMPS PER FIXTURE. �'e /� w THE ABOVE LIGHTING MANUFACTURERS LIST DOES NOT IMPLY APPROVAL. TYPICAL LIGIiTINIG FIXTURE 1�AR - 0 DETAIL ONE -LINE DIAGRA�� APPROVAL WILL BE DETERMINED AFTER REVIEW OF SHOP DRAWING TO DETERMINE IF THE FIXTURE OR POLE SUBMITTED MEETS OR EXCEEDS THE DESIGN STANDARDS AND SCALE: NONE SCALE: NONE PERFORMANCE REQUIRED OF THE FIXTURE SPECIFIED IN THE LIGHT FIXTURE SCHEDULE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE SPECIFIED LIGHT FIXTURE IF A SUBSTITUTION IS NOT APPROVED WITHOUT ANY ADDITIONAL COST TO THE OWNER. WHERE SPECIFIC OPTIONS/ACCESORIES ARE SPECIFIED OR REQUIRED, THEY SHALL BE PROVIDED WITHOUT ANY ADDITIONAL COST TO THE OWNER. DUE TO THE WIDE RANGE OF FIXTURE QUALITIES OFFERED BY EACH MANUFACTURER, THE APPROVED LIGHTING MANUFACTURERS SUBSTITUTION LIST IS NOT INTENDED TO INDICATE THAT ANY OR ALL MANUFACTURERS LISTED WILL HAVE SUITABLE SUBSTITUTIONS FOR THE LIGHT FIXTURES OR POLES SPECIFIED IN THE LIGHT FIXTURE SCHEDULE. SHOP DRAWING AND CONSTRUCTION DELAYS AS A RESULT OF INAPPROPRIATE SUBSTITUTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT RESULT IN ANY ADDITIONAL COST TO THE OWNER. (SFrT1nN-1) (SECTION-1) NOTES: 1. PROVIDE, LOCATE AND INSTALL SURGE PROTECTION DEVICE AS REQUIRED PER MANUFACTURER STANDARDS. 2. REFER TO ONE -LINE DIAGRAM AND PANEL SCHEDULE FOR MORE INFORMATION. DISTRIBUTION SWITCHBOARD/ PANELBOARD MAX. 2" SURGE PROTECTION DEVICE (SPD) ACCEPTABLE MANUFACTURERS: CURRENT TECHNOLOGY - TG200, CG60 SERIES; LIEBERT LM200, GGFM60 SERIES *OR APPROVED EQUAL SURGE PROTECTION DEVICE DI SCALE: NONE ELECTRICAL SPECIFICATIONS FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON PLANS. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO ALL EQUIPMENT. MATERIAL SHALL BE AS FOLLOWS: * CONDUIT: ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN CONDUIT COMPLYING WITH THE NATIONAL ELECTRICAL CODE. WHERE INSTALLED OUTDOORS ABOVE GROUND, IN POURED CONCRETE OR SUBJECT TO STRESS FROM COLLISION OR IMPACT, CONDUIT SHALL BE GALVANIZED RIGID STEEL. WHERE RIGID CONDUIT IS NOT REQUIRED, CONDUCTORS SHALL BE INSTALLED IN ELECTRIC METALLIC TUBING WITH ELECTRO-GALVANIZED OUTSIDE AND ENAMEL INSIDE, WHERE CONDUIT IS INSTALLED UNDERGROUND, CONDUIT SHALL BE PVC AS PERMITTED BY LOCAL AUTHORITIES. * CONDUCTORS: ALL WIRE IN THE WORK SHALL BE COPPER, EACH CONDUCTOR SHALL BE CONTINUOUS, WITHOUT WELD, SPLICE OR JOINT THROUGHOUT ITS LENGTH AND UNIFORM IN CROSS-SECTION. WIRE SHALL HAVE DUAL RATED TYPE "THHN/THWN" INSULATION. MINIMUM WIRE SIZE, EXCEPT FOR CONTROL WIRING, SHALL BE #12 AWG. * OUTLETS: WALL RECEPTACLES SHALL BE SPECIFICATION GRADE. * TOGGLE SWITCHES AND SWITCH PLATES: FURNISH AND INSTALL TOGGLE SWITCHES WHERE INDICATED ON THE PLANS, AS FOLLOWS: 1. 20 AMP / 1-POLE, 120 VOLT: SPECIFICATION GRADE. 2. WHERE MORE THAN ONE SWITCH OCCURS AT THE SAME LOCATION, THEY SHALL BE SET IN GANGS WITH ONE COVERPLATE, INSTALLED IN BOXES IN UNIFORM POSITION, SET TO OPEN AND CLOSE CIRCUITS BY MOVING IN THE SAME DIRECTION THROUGHOUT THE JOB. 3. SWITCH AND RECEPTACLE PLATES SHALL BE BRUSHED STAINLESS STEEL. * LIGHTING PANELBOARDS: 1. FURNISH AND INSTALL AS SHOWN ON PLANS, LIGHTING PANELBOARDS BY SQUARE D TYPE "NQ", WITH BOLT -ON CIRCUIT BREAKERS OR AN APPROVED SUBSTITUTION. ADDITIONAL BREAKERS FOR EXISTING PANELBOARDS SHALL BE OF TYPE MATCHING THE EXISTING BREAKERS. * SAFETY SWITCHES AND FUSES: SAFETY SWITCHES SHALL BE FURNISHED AND INSTALLED AT ALL LOCATIONS INDICATED ON PLANS OR REQUIRED BY THE NATIONAL ELECTRICAL CODE. ALL SWITCHES SHALL BE HEAVY DUTY TYPE AND SHALL HAVE CUPS FOR REJECTION TYPE FUSES AND SHALL BE BY SQUARE D, G.E., OR AN APPROVED SUBSTITUTION, FOR THE VOLTAGE AND LOAD INVOLVED. PROVIDE A COMPLETE SET OF FUSES IN ALL FUSED SWITCHES. FUSES SHALL BE CLASS AK-1 (BUSSMAN "LOW PEAK' FOR CIRCUITS UP TO 600 AMPS AND CLASS L (BUSSMAN "HI -CAP" KRP-C) FOR CIRCUITS ABOVE 600 AMPS. * DIMMERS: DIMMERS SHALL BE BY HUNT, LUTRON, OR AN APPROVED SUBSTITUTION. DIMMERS SHALL BE SIZED ACCORDING TO THE LOAD THEY SERVE, BUT IN NO CASE SHALL THEY BE SMALLER THAN 600 WATTS. > > 120 208V.3PH.4W. MOUNTING: SURFACE PAN EL LA 600 AMP MCB' SHUNT TRIP NEMA-1 LOCATION: TELEC 9 -SERVICE ENTRANCE RATED- 35 K ISCA CKT LOAD KVA WIRE BKR I I I BKR WIRE KVA LOAD CKT 1 FCU-1 28.0 #3 IOO1Z q+44T 100/Z#3 28.0 FCU-2 2 3 - - - - #3 - - #3 - - - - 4 5 - - - - #3 - - #3 - - - - 6 7 CU-1 9.9 #8 50/3 50/3 #8 9.9 CU-2 8 9 - - - - #8 - - #8 - - - - 10 11 --- - #8 - - #8 - - -- 12 13 PANEL 'LB' 42.0 3/0 00/ 50/ 1/0 40.0 X-RAY MACHINE 14 15 - -- - 3/0 - - 1/0 - --- 16 17 --- - 3/0 - - 1/0 - --- 18 19 EWH-1 24.0 #3 90/3 20/3 #10 4.6 SITE LIGHTING 20 21 - -- - #3 - - #10 - --- 22 23 --- - #3 - - #10 - - -- 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACE 00/ #2 0.0 SPD 38 39 SPACE - #2 - 41 SPACE - #2 - - - - 42 CONTINUOUS (LTG.) LOAD x 1.25 = 5.7 KVA MISC. LOAD x 1.0 = 181.8 KVA TOTAL KVA = 187.5 KVA ELECTRICAL LOAD ANALYSIS 208V 3PH. 4W LOAD DESCRIPTION LOAD KVA LIGHTING - CALC. 5,252 SF x 2.OW x 1.25 (13.1) LIGHTING (CONNECTED) x 1.25 - KVA 14.7 RECEPTACLES (21.8KVA) - (1ST 10KVA 0 100%) - KVA REMAINDER 0 50% (NEC 220-44) - KVA 10.0 5.9 MISCELLANEOUS - KVA 75.4 COOLING - KVA (23.4) HEATING - KVA 52.4 25% LARGEST MOTOR - KVA 0.4 TOTAL 158.8 TOTAL / 208 / J 3 = 441.1 AMPS 600 AMP SERVICE PROVIDED PANEL 'LB' 120/208V.,3PH.,4W. MOUNTING: SURFACE NEMA-1 LOCATION: TELEC 9 200 AMP MLO 35 K ISCA CKT LOAD KVA WIRE BKR I I f I BKR WIRE KVA LOAD CKT 1 RECEPTACLES 1.1 #12 20/1 20/1 #12 0.5 AUTOMATIC DOOR 2 3 RECEPTACLES 0.7 #12 20/1 20 2 12 2.0 X-RAY TUBESTAND 4 5 RECEPTACLES 0.7 #12 20/1 - 12 - - - - 6 7 RECEPTACLES 0.9 #12 20/1 20/1 12 1.2 ELEVATING TABLE 8 9 RECEPTACLES 1.1 #12 20/1 20 1 12 1.1 RECEPTACLES 10 11 RECEPTACLES 0.5 #12 20/1 20/1 12 0.5 RECEPTACLES 12 13 RECEPTACLES 0.5 #12 20/1 20/1 12 0.4 RECEPTACLES 14 15 RECEPTACLES 1.1 #12 20/1 20/1 12 0.5 TELEPHONE BOARD 16 17 RECEPTACLES 0.5 #12 20/1 20/1 12 0.5 TELECOM UNIT 18 19 RECEPTACLES 0.7 #12 20/1 20/1 #12 0.5 RECEPTACLES 20 21 RECEPTACLES 0.2 #12 20/1 20/1 #12 0.2 RECEPTACLE 22 23 X-RAY WARNING LIGHT 0.5 #12 20/1 20/1 #12 0.5 RECEPTACLES 24 25 REFRIGERATOR 1.0 #12 20/1 20/1 #12 0.4 RECEPTACLES 26 27 RECEPTACLE 0.2 #12 20/1 20/1 #12 1.5 EXTERIOR LIGHTING 28 29 RECEPTACLE 0.2 #12 20/1 20/1 #12 0.2 EF-1,2 30 31 RECEPTACLE 0.2 #12 20/1 20/1 #12 0.3 EF-3,4,5 32 33 RECEPTACLE 0.2 #12 20/1 20/1 #12 0.2 CP-1 34 35 UGHTING 1.5 #12 20/1 20/1 SPARE 36 37 LIGHTING 1.5 #12 20/1 60/3 #6 0.0 SPD 38 39 LIGHTING 1.6 #12 20/1 - #6 - - - - 40 41 LIGHTING 1 1.1 #12 20/1 - #6 - - - - 42 TOTAL =SEE SECTION 2 FEED THROUGH LUGS UCIRCUIT CONTROLLED VIA CONTACTOR 'Cl'. CONTACTOR CONTROLLED VIA PROGRAMMABLE ASTRONOMICAL TIMESWITCH. 1cFrnnN_,)) PANEL 'LB' 120/208V.,3PH.,4W. MOUNTING: SURFACE NEMA-1 LOCATION: TELEC 9 200 AMP MLO 35 K ISCA CKT LOAD KVA WIRE BKR BKR I WIRE KVA LOAD CKT 43 REFRIGERATOR 1.0 #12 20/1 20/1 #12 0.5 EXTERIOR RECEPTACLES 44 45 RECEPTACLE 0.2 #12 20/1 20/1 #12 0.7 RECEPTACLES 46 47 RECEPTACLE 0.2 #12 20/1 20/1 #12 1.1 RECEPTACLES 48 49 RECEPTACLE 0.2 #12 20/1 20/1 #12 0.7 RECEPTACLES 50 51 RECEPTACLE 0.2 #12 20/1 20/1 #12 1.0 REFRIGERATOR 52 53 RECEPTACLES 1.1 #12 20/1 20/1 #12 1.0 REFRIGERATOR 54 55 RECEPTACLES 0.5 #12 20/1 20/1 #12 0.4 RECEPTACLES 56 57 RECEPTACLES 1.1 #12 20/1 20/1 #12 0.5 RECEPTACLES 58 59 RECEPTACLES 0.2 #12 20/1 20/1 #12 0.5 RECEPTACLES 60 61 COPIER 1.5 #12 20/1 20/1 #12 0.2 RECEPTACLE 62 63 SPARE 20/1 20/1 SPARE 64 65 SPARE 20/1 20/1 SPARE 66 67 SPARE 20/1 rN 20/1 SPARE 68 69 SPARE 20/1 20/1 SPARE 70 71 SPARE 20/1 20/1 SPARE 72 73 SPARE 20/1 SPARE 74 75 SPARE 20/1 SPARE 76 77 SPARE lr-% 20/1 SPARE 78 79 SPARE 20/1 SPARE 80 81 SPARE 20/1 SPARE 82 83 SPARE 20/1 SPARE 84 CONTINUOUS (LTG.) LOAD x 1.25 = 9.0 KVA MISC. LOAD x 1.0 = 33.0 KVA TOTAL KVA = 42.0 KVA SYMBOL SCHEDULE SYMBOL DESCRIPTION (DISREGARD ITEMS NOT SHOWN ON PLANS) LIGHTING (LETTER DENOTES TYPE - SEE UGHT FIXTURE SCHEDULE) I FLUORESCENT FIXTURE ® FLUORESCENT FIXTURE ON EMERGENCY CIRCUIT O DOWNLIGHT FIXTURE I-O LIGHT FIXTURE - WALL MOUNTED 0 DOWNLIGHT FIXTURE ON EMERGENCY CIRCUIT F LIGHT FIXTURE - WALL MOUNTED ON EMERGENCY CIRCUIT X EXIT LIGHT-CEIUNG MTD WITH DIRECTIONAL ARROWS AS REQUIRED FX EXIT UGHT-WALL MTD WITH DIRECTIONAL ARROWS AS REQUIRED EMERGENCY LIGHTING UNIT EQUIPMENT SWITCHES SINGLE POLE SWITCH $2 2-POLE SWITCH $3 3-WAY SWITCH $K KEYED SWITCH $D WALL DIMMER SWITCH, SIZE AND TYPE AS REQUIRED V SWITCH WITH PILOT LIGHT f BI-LEVEL SWITCHING $T TIME SWITCH s 1 CEILING MOUNTED OCCUPANCY SENSOR WALL MOUNTED OCCUPANCY SENSOR RECEPTACLES AND OU1I.ETS E3 SIMPLEX RECEPTACLE DUPLEX RECEPTACLE 125/250 VOLT, 1 PHASE, 3-WIRE, 20 AMPS UNLESS NOTED OTHERWISE DOUBLE DUPLEX IN 2-GANG BOX WITH SINGLE COVER PLATE 0 JUNCTION BOX © FLUSH GFCI DEVICE ® FLUSH FLOOR DUPLEX RECEPTACLE OUTLET ® FLUSH FLOOR DOUBLE DUPLEX RECEPTACLE OUTLET B DUPLEX GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE DOUBLE DUPLEX GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE IN 2-GANG BOX WITH SINGLE COVER PLATE 6 TELEVISION OUTLET (RECEPTACLE AND CAN CONNECTIONS) COMMUNICATION, SECURITY. AND FIRE ALARM EQUIPMENT d SINGLE GANG OUTLET BOX AND TWO PORT COVER PLATE WITH BLANKS W/EMPTY 1-1/4-C. TO ACCESSIBLE AREA ABOVE CEILING FOR DATA OUTLET SINGLE GANG OUTLET BOX AND SINGLE PORT COVER PLATE WITH BLANK W/EMP1Y 1-1/4"C. TO ACCESSIBLE AREA ABOVE CEILING FOR PHONE OUTLET SINGLE GANG OUTLET BOX W/EMPTY 1-1/4"C. TO ACCESSIBLE AREA ABOVE CEILING FOR A COMBINATION TELEPHONE OUTLET do COMPUTER DATA OUTLET ® FLUSH FLOOR DATA OUTLET. ® FLUSH FLOOR COMBINATION DATA/TELPHONE OUTLET. CHIME/BUZZER PUSH BUTTON FRCP FIRE ALARM CONTROL PANEL ANN FIRE ALARM REMOTE ANNUCIATOR MOTOR CONTROLLERS AND EQUIPMENT ,0' MOTOR, MAKE FINAL MOTOR CONNECTION A' 3-PHASE MOTOR, MAKE FINAL MOTOR CONNECTION O' DISCONNECT SWITCH AS REQUIRED COMBINATION MOTOR STARTER/DISCONNECT SWITCH AS REQUIRED ® MOTOR STARTER $M MANUAL MOTOR SWITCH AS REQUIRED PREWIRED DEVICE, MAKE ELECTRICAL FINAL CONNECTIONS ® VARIABLE FREQUENCY DRIVE MOTOR CONTROLLER FURNISHED BY DIVISION 15 AND INSTALLED BY DIVISION 16 ELECTRICAL EQUIPMENT -J 120/208 VOLT PANELBOARD m TELEPHONE CABINET PLYWOOD TELEPHONE BACKBOARD CIRCUITING CONDUIT --------- CONDUIT BELOW FLOOR, SLAB, OR GRADE 3/4"C. UNLESS OTHERWISE NOTED; LONG HATCH, NEUTRAL; SHORT HATCH, PHASE; "Z" HATCH, INSULATED GROUND. NO HATCHES INDICATES 2 CONDUCTORS. ARROW INDICATES HOMERUN. �T PARTIAL ELECTRICAL HOME RUN SUBSCRIPTS AND ABBREVLATIONS WP INDICATES WEATHERPROOF TP INDICATES TAMPER PROOF WG INDICATES WIREGUARD TL INDICATES TWIST LOCK TYPE NIL LIGHT FIXTURE ON NIGHT LIGHT CIRCUIT NEXT TO ANY SYMBOL INDICATES FINAL ROUGH -IN FIELD COORDINATION BY CONTRACTOR WITH ARCHITECTURAL MILLWORK DRAWINGS AND OTHER TRADES GENERAL NOTE: ALL EXTERIOR BUILDING ELECTRICAL EQUIPMENT TO BE WEATHERPROOF NEMA-3R MINIMUM. ELECTRICAL GENERAL NOTESi 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES AND ELECTRICAL DEVICES. 2. ALL LIGHT FIXTURES IN MECHANICAL AREAS SHALL BE COORDINATED WITH MECHANICAL AND PLUMBING EQUIPMENT TO AVOID CONFLICTS. LOCATE LIGHT FIXTURES ON PERIMETER WALLS OF MECHANICAL AREAS WHERE PRACTICAL. 3. VERIFY MOUNTING HEIGHTS OF RECEPTACLES WITH CASEWORK ELEVATIONS PRIOR TO ROUGH -IN. REFER TO ARCHITECTURAL DRAWINGS FOR ROOM ELEVATIONS FOR LOCATION AND COORDINATION OF ELECTRICAL OUTLETS. AT KNEESPACE LOCATIONS, LOCATE ELECTRICAL OUTLETS WITHIN KNEESPACE, UNLESS NOTED OTHERWISE. AT COUNTERS WITH OUT KNEESPACE, LOCATE OUTLETS HORIZONTALLY 6" ABOVE BACK SPLASH, UNLESS NOTED OTHERWISE. 4. ALL LIGHTING, RECEPTACLE, AND EQUIPMENT BRANCH CIRCUITS CONDUITS SHALL CONTAIN A GROUND WIRE. USING THE CONDUIT SYSTEM AS THE ONLY GROUND PATH IS NOT ACCEPTABLE. 5. REFER TO MECHANICAL DRAWINGS FAN SCHEDULE. DIVISION 16 TO PROVIDE ALL LOCAL SWITCHES AS INDICATED ON MECHANICAL FAN SCHEDULE. LOCATE SWITCH BY DOOR UNLESS INDICATED OTHERWISE FOR ALL LOCALLY SWITCHED FANS. 6. CENTER ALL EXIT SIGNS OVER DOORS. KME PROJECT III XXXXXXXX rQ _ 1 HOUSTON I DALLAS/FT. WORTH BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 REGISTRATION # F-4111 '9 COPYRIGHT: 2012 WILUAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART Of THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAM50N GROUP REVISIONS ARCHITECT'S SEAL FAIECHNICAL KEYED NOTES Q VERIFY SERVICE CLEARANCE FOR AIR FILTER REMOVAL WITH EQUIPMENT MANUFACTURER. COORDINATE WITH ALL TRADES NOT TO OBSTRUCT. 02 VERIFY SERVICE CLEARANCE FOR FAN SHAFT AND COIL REMOVAL WITH EQUIPMENT MANUFACTURER. COORDINATE WITH ALL TRADES NOT TO OBSTRUCT. 03 SHEET METAL PLENUM, FULL SIZE OF UNIT RETURN AIR OPENING, LENGTH AS REQUIRED FOR FOR ALL DUCT CONNECTION SHOW. FOR RA OPENING AND OA ® DUCT MOUNTED SMOKE DETECTOR SPECIFIED AND INSTALLED BY ELECTRICAL CONTRACTOR. MECHANICAL CONTRACTOR TO COORDINATE LOCATIONS AND QUANTITIES. PROVIDE A DUCT DETECTOR IN EACH UNIT SUPPLY AND RETURN AIR DUCTWORK. 05 ROUTE 1-1/4" TYPE "L" COPPER CONDENSATE DRAIN IN PLENUM DOWN WALL TO FLOOR SINK. SECURE DRAIN TO WALL AND FLOOR. © PROVIDE NEW 4" THICK CONCRETE HOUSEKEEPING PAD UNDER EQUIPMENT. 07 CONTRACTOR TO COORDINATE LOCATION OF TEMPERATURE SENSOR WITH ARCHITECT. ® RE: M2.01 FOR DETAIL OF FLEX DUCT TAP AND CONNECTION TO AIR DEVICE. TYPICAL FOR EACH AIR DEVICE. 09 8"0 EA DUCTWORK UP TO RV-1 ON ROOF. ® 8"0 EA DUCTWORK UP TO RV-2 ON ROOF. 12/12 OA DUCTWORK UP TO OAI-1 ON ROOF. ® 10/10 OA DUCTWORK DOWN TO RETURN PLENUM. ® 28/16 RA DUCTWORK. KME PROJECT # XXXXXXXX 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 REGISTRATION N F-4111 y„ t! R E: 4` I. k. h I L` k. WILLIAMSON GROUP ARCHITECTS I ARCHITECTURE PLANNING INTERIORS I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 A NEW BUILDING FOR CRT - C5 Med Clinic 2649 BARRON ROAD COLLEGE STATION, TEXAS 77845 A DEVELOPMENT OF CAPROCK TEXAS 10 Lincoln Ste 103 College 5ta . Tx 77840 979-307-03 2 COPYRIGHT: 2012 VALLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART Of THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRAN5MITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION OF WILLIAMSON GROUP REVISIONS ARCHITECT'S SEAL ENGINEER'S SEAL e� �.� `'•tis�1° . MELVINKALMANS o .. ..� ...........24070....=�� ISTER�'a``e� f 1��1000"ALo�07i`10-12 MP DRAWN BY JTW 1 CHECKED BY 3 0811512011 DATE MECHANICAL FLOOR PLAN "� SHAET I MECHANICAL SPECIFICATIONS GENERA AIR DEVICES A. PERFORM WORK IN ACCORDANCE WITH APPLICABLE STATUTES, ORDINANCES, CODES AND A. FURNISH AND INSTALL AIR DISTRIBUTION DEVICES, INCLUDING GRILLES, DIFFUSERS, REGULATIONS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. REGISTERS, DAMPERS, AND EXTRACTORS. B. OBTAIN ALL PERMITS REQUIRED. B. ACCEPTABLE MANUFACTURERS: TUTTLE AND BAILEY, TITUS, KRUEGER, METAL-AIRE, NAILOR INDUSTRIES PRICE.y' C. CONTRACT DRAWINGS ARE DIAGRAMMATIC ONLY AND DO NOT GIVE FULLY DIMENSIONED 1 LOCATIONS OF VARIOUS ELEMENTS OF WORK. DETERMINE EXACT LOCATIONS FROM FIELD FADS MEASUREMENTS. A. PROVIDE FAN TYPE, ARRANGEMENT, ROTATION, CAPACITY, SIZE, MOTOR HORSEPOWER, a D. GUARANTEE WORK FOR 1 YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE AND MOTOR VOLTAGE AS SHOWN. FAN CAPACITIES AND CHARACTERISTICS ARE SCHEDULED ON 4p p (� WI L L I A M S O N G I \ OUP A I \ C I I I TE C TS PROJECT. DURING THAT PERIOD MAKE GOOD ANY FAULTS OR IMPERFECTIONS THAT MAY ARISE THE DRAWINGS. PROVIDE FANS CAPABLE OF ACCOMMODATING STATIC PRESSURE VARIATIONS DUE TO DEFECTS OR OMISSIONS IN MATERIAL, EQUIPMENT OR WORKMANSHIP. AT THE OF +10 % OF SCHEDULED DESIGN AT THE DESIGN AIR FLOW. 3 OWNER'S OPTION, REPLACEMENT OF FAILED PARTS OR EQUIPMENT SHALL BE PROVIDED. B. ACCEPTABLE MANUFACTURERS: COOK, GREENHECK, PENN VENTILATOR, ACME, 1 ARCHITECTURE PLANNING INTERIORS E. IMMEDIATELY PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT, REPLACE AIR CARNES 106 EAST 26th STREET, BRYAN, TEXAS 77803 FILTERS. C. SAFETY DISCONNECT SWITCH: PROVIDE A FACTORY -WIRED TO MOTOR, SAFETY 1 979-775-1778 SECURE W / APPROVED F. PROVIDE EQUIPMENT HOUSEKEEPING PADS UNDER ALL FLOOR MOUNTED AND GROUND HVAC EQUIPMENT, AND AS SHOWN ON THE DRAWINGS. CONCRETE PADS DISCONNECT SWITCH ON EACH UNIT. WALL ANCHORS TO MATCH % WALL / MOUNTED ARE TO BE 4" THICK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. D. PREFABRICATED ROOF CURBS: FURNISH PREFABRICATED ROOF CURBS AS DETAILED. THE WALL CONSTRUCTION PIPE LOCKING QUADRANT MINIMUM HEIGHT IS 14". INCLUDE A RESILIENT PAD ON EACH ROOF CURB SO THE EQUIPMENT CAN BE MOUNTED ON THE TOP FLANGE FOR PROPER SEAL. COORDINATE ROOF SUPPORT AUX. DRAIN PAN HANGER �_ V OPERATOR A N E BUILDING FO G. PROVIDE NAMEPLATES WITH 1/2" HIGH LETTERS AND FASTENED WITH EPDXY OR SCREWS. FROM STRUCTURE PIPE WITH PIPE CLAMP V v I� SLOPE AND CURB TO ENSURE EQUIPMENT IS INSTALLED IN LEVEL POSITION. PROVIDE (FOUR POINT) INSULATION-0PIPE WITH H. MAINAIN QUALITY CONTROL OVER SUPERVISION, SUBCONTRACTORS, SUPPLIERS, DOUBLE SHELL TO PROTECT INSULATION FROM DAMAGE. INSULATION UNISTRUT 22 GA. GALVANIZED AIR FLOW BRANCH DUCT 2" RAISED OPERATOR TO ALLOW FOR INSULATION CRT - C M e d Clinic MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP TO PRODUCE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. E. DAMPERS. WHERE AUTOMATIC BACKDRAFT DAMPER IS SCHEDULED: MULTI -BLADED, ROLL FORMED ALUMINUM BLADES, NYLON BEARINGS, NEOPRENE WEATHER STRIP ON BLADE EDGE. GALVG.ER R� g p IICTURE ABOVE P-3000 WALL MOUNTED SADDLE I SHOE TAP 1 AIRTIGHT NYLON END BUSHING J 28L�9 BARRON TOLERANCES OR FOUR POINT) 22 GA. GALVANIZED "� - ROAD I. COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE H. ROOFTOP VENTILATION AND EXHAUST SYSTEMS: PROVIDE EACH MOTOR WITH SPRING VIBRATION ISOLATOR (TYP.) SADDLE - COLLEGE STATION, TEXAS 77845 WORKMANSHIP. I PERFORM WORK B`LPERSONS QUALIFIED TORODUCE WORKMANSHIP OF SPECIFIED INTERNAL OVERLOAD PROTECTION, ALUMINUM, STAINLESS STEEL OR PLASTIC COATED BIRD GUARD, SCREWS AND FASTENERS OF STAINLESS STEEL OR NONFERROUS MATERIAL, ALL ALUMINUM CONSTRUCTION UNLESS INDICATED OTHERWISE ON FAN SCHEDULE, WELDED ETURN g p R DUC7 DUCTLY WALL MOUNTED EXTERNAL INSULATION Trt r n r FLEXIBLE DUCTWORK '-QUALITY - - - - - CONSTRUCTION, -CORROSION -RESISTANT - FASTENERS, -MINIMUM -16 -GAUGE- MARINE -ALLOY ALUMINUM, ALUMINUM BASE SHALL BE CONTINUOUSLY WELDED CURB CAP CORNERS. K. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. UNDER NO CONDITIONS SHALL AIR-COOLED CONDENSING UNITS MATERIAL OR EQUIPMENT BE SUSPENDED FROM STRUCTURAL BRIDGING. FURNISH AND INSTALL AIR-COOLED CONDENSING UNITS COMPLETE WITH CASING, THREADED ROD S° TO SUPPLY AIR SUSPENDED FROM STRUCTURE i` �� DIFFUSER STAINLESS STEEL DUCT CLAMP PIPE WITH -- (1 EA. FOR FLEX. DUCT & 1 EA L. PROVIDE FINISHES TO MATCH APPROVED SAMPLES. ALL EXPOSED FINISHES SHALL BE COMPRESSOR, CONDENSER COIL, CONDENSER FAN AND CONTROLS REQUIRED FOR A SPLIT AIR FLEX CONNX. (TYP) NOTE: PIPE INSULATION FOR INSULATION) APPROVED BY THE ARCHITECT. SUBMIT COLOR SAMPLES AS REQUIRED CONDITIONING SYSTEM. FLEX CONNX. (TYP) HANGER DAMPER WITH CONTINUOUS A DEVELOPMENT OF '-AUX. DRAIN PIPE 2" AND SMALLER, SADDLE TO "D"/2 DAMPER ROD M. COMPLY WITH INSTRUCTIONS IN FULL DETAIL, INCLUDING EACH STEP IN SEQUENCE. PROVIDE PERFORMANCE AS SCHEDULED ON DRAWINGS, AND HEAD PRESSURE CONTROL TO CONDENSATE DRAIN BE 12" LONG. ANCHORS SHALL BE U-SOLTSF SHOULD INSTRUCTION CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM A. ENABLE UNIT TO OPERATE IN TEMPERATURES AS LOW AS 20?F. TO FLOOR DRAIN GALVANIZ11-UXILIARY DRAIN PAN OU SIIDE.ED WHERE EXPOSED ENDI BUSHING N (MIN. OF 2) CAPROCK I TEXAS ARCHITECT / ENGINEER BEFORE PROCEEDING. OR HUB DR N WITH UNIT -SHUT DOWN 22 GA. GALVANIZED ACCEPTABLE MANUFACTURERS: CARRIER, TRANE, LENNOX, PAYNE, YORK. MICROSWITCH. INTERLOCK WITH SADDLE I I O Lincoln Ste I7O3 TESTING BALANCING AND ADJUSTINGCOMPRSEMI-HERMETIC PANEL College. Sta TX 77840 84O B. HEATERSSNHERENTLYEP PROTECTED MOTORS, MSPRNRG MOUNTS AND CAPACITY MODULATION. CONDENSATE DRAIN SUSPENDED A. VERIFY AND RECORD THE TESTING RESULTS PERFORMED BY THE MECHANICAL CONTRATOR. HEATERS, EACH COMPRESSOR WITH A 5-YEAR WARRANTY. - FAN COIL UNIT DEVIL 8 SUPPORT & INSULATION 4 FLEXIBLE DUCT TAP SHOE 979-307 -03 2 I B. THE OUTSIDE AIR, SUPPLY AIR, RETURN AIR, AND EXHAUST AIR FOR THE SYSTEM SHALL CONDENSER COILS: PROVIDE COPPER TUBES WITH MECHANICALLY BONDED ALUMINUM FINS. 2 SCALE: NONE D010 SCALE: NONE SCALE: NONE D010 BE ADJUSTED TO WITHIN +/- 10 % OF THE VALUE SCHEDULED ON THE DRAWINGS. D. PROTECT CONDENSER COILS WITH A HEAVY GAUGE, CORROSION RESISTANT WIRE GUARD. - C. SUPPLY FANS. TEST AND ADJUST FAN RPM TO ACHIEVE DESIGN CFM REQUIREMENTS.IRECT DRIVE OR BELT DRIVE TEST AND RECORD MOTOR VOLTAGE AND APERAGES. COMPARE DATA WITHT THE NAMEPLATE FANS AND MOTORS. PROVIDE PROPELLER -TYPE FANS WITH D LIMITS TO ENSURE FAN MOTOR IS NOT IN OR ABOVE THE SERVICE FACTOR. TEST AND AND VERTICAL DISCHARGE. PROTECT FAN WITH AHEAVY-GAUGE, CORROSION RESISTANT WIRE DX COIL ADJUST THE OUTSIDE AIR ON APPLICABLE EQUIPMENT USING A PITOT-TUBE TRAVERSE. E. GUARD. PROVIDE INHERENTLY PROTECTED, PERMANENTLY LUBRICATED, AND WEATHERPROOF (, MOTORS. REF.DRYER D. EXHAUST FANS: TEST, ADJUST, AND BALANCE EACH DIFFUSER, GRILLE, AND REGISTER F. CONTROLS: PROVIDE SAFETY AND OPERATING CONTROLS FACTORY WIRED AND MOUNTED IN TO WITHIN 10 % OF DESIGN REQUIREMENTS. OBSERVE THROWS ARE IN DIRECTION AS A SEPARATE ENCLOSURE. INCLUDE HIGH AND LOW PRESSURE SWITCHES AND COMPRESSOR RETURN AIR PLENUM MOIST. INDICATING PROVIDE COND. TRAP INDICATED ON DRAWINGS. ONCE AIR FLOWS ARE SET TO ACCEPTABLE LIMITS, TAKE WET ABOVE CEILING SITE GLASS - - IN ACCORDANCE W LOCKING QUADRANT BULB AND DRY BULB AIR TEMPERATURES ON THE ENTERING AND LEAVING SIDE OF EACH COIL MOTOR OVERLOAD DEVICES. FURNISH A TIME DELAY DEVICE VI PREVENT SHORT CYCLING. OPERATOR (COOLING ONLY). EMPLOY A CONTROL TRANSFORMER, A PRESSURE RELIEF DEVICE AND SUCTION AND MANUF. INSTR. DISCHARGE VALVES WITH SERVICE CONNECTIONS. BRANCH DUCT G 1 /4"0 ROD HANGER 2" RAISED OPERATOR TO ALLOW E. DIRECT EXPANSION EQUIPMENT: WITH EACH UNIT OPERATING AT NEAR DESIGN THERMOSTAT: LOW VOLTAGE THERMOSTAT IS A COMPONENT OF THE UNIT MANUFACTURER ATTACH TO STRUCTURE REF. PIPING CONICAL TAP FOR INSULATION CONDITIONS, MEASURE AND RECORD THE FOLLOWING: MANUFACTURER, MODEL NUMBER, MINIMUM DIMENSION 6" W/LONG RAD. AIRTIGHT NYLON END BUSHING UNLESS SPECIFIED IN ANOTHER SECTION. INDIVIDUAL HEATING/COOLING SETPOINTS. 1" LINED SHEETMETAL OR 1/2 OF "A" WHICHEVER ELBOWS TEMPERATURE. AMPERAGE AND VOLTAGE FOR EACH PHASE. LEAVING AND ENTERING AIR SERIAL NUMBER AND ALL NAMEPLATE DATA AMBIENT TEMPERATURE, CONDENSER DISCHARGE AUTOMATIC HEAT/COOL CHANGE -OVER. SUB -BASE ON -OFF -AUTO FAN SELECTION. SUB -BASE AS SPECIFIED IN 15810. IS LARGER UNLESS TEMPERATURES. SUCTION AND DISCHARGE PRESSURES AND TEMPERATURES. TONS OF HEAT -OFF -COOL -AUTO SYSTEM SELECTION. — — OTHERWISE NOTED. EXTERNAL INSULATION COOLING. VERIFICATION THAT MOISTURE INDICATOR SHOWS DRY REFRIGERANT. H. INSTALLATION: MOUNT CONDENSING UNITS ON 4" FOUNDATION PADS AND PIPE AS SHOWN I —/�-D r _ = i FLEXIBLE DUCTWORK ON DRAWINGS OR AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. INSTALL REMOVABLE I CONDENSING UNIT i rr F. TAB REPORT:THE ACTIVITIES DESCRIBED IN THIS SECTION SHALL BE RECORDED IN CORE REFRIGERANT FILTER DRYER AND SIGHT INDICATING GLASS. REPORT FORM TO BE PROVIDED IN QUADRUPLICATE (4), INDIVIDUALLY BOUND, TO THE I "A» r i i u —� DI SUPPLY AIR ARCHITECT AND ENGINEER. NEATLY TYPE AND ARRANGE DATA. INCLUDE WITH THE DATA THE CONTROL WING: FURNISH AND INSTALL CONTROL WIRING AS REQUIRED. INSTALL DIFFUSER DATE TESTED, PERSONNEL PRESENT, WEATHER CONDITIONS, NAMEPLATE RECORD OF THE TEST NECK SIZE I MIN. r -- r n j STAINLESS STEEL DUCT CLAMP INSTRUMENTS USED AND LIST ALL MEASUREMENTS TAKEN AFTER ALL CORRECTIONS ARE MADE I• CONTROL WIRING IN CONDUIT. #� ,%'---- (1 EA FOR FLEX. DUCT & 1 EA. TO THE SYSTEM. RECORD ALL FAILURES AND CORRECTIVE ACTION TAKEN TO REMEDY ANY FAN COIL UNITS �' FOR INSULATION) INCORRECT SITUATION. THE INTENT OF THE FINAL REPORT IS TO PROVIDE A REFERENCE OF RETURN AIR CEILING -• •• ••• -may -- FLOOR "D" 2 DAMPER WITH CONTINUOUS ACTUAL OPERATING CONDITIONS FOR THE OWNER'S OPERATIONS PERSONNEL. J, ACCEPTABLE MANUFACTURERS: TRANE, CARRIER, LENNOX, YORK GRILLE IN DAMPER ROD CEILING SEE PLANS FOR DIRECTION OF B00 CONDENSATE PIPING FAN SECTION: LOCATE THE MOTOR AND DRIVE ASSEMBLY INSIDE THE CABINET. SIZE ADJACENT BOOS SHALL BE LOCATE EQUIPMENT SUPPORT AIRTIGHT NYLON U END BUSHING (MIN.IN. OF OF 2) A. TYPE "L" COPPER WITH DRAINAGE PATTERN FITTINGS IN RETURN PLENUM AREAS, PVC EACH V-BELT DRIVE FOR 50 %OVERLOAD. ADJUSTABLE PITCH MOTOR PULLEY. PROVIDE AT RIGHT ANGLES TO EACH OTHER (REF. DETAIL) COPYRIGHT: 2012 WITH DRAINAGE PATTERN FITTINGS IN NON -PLENUM AREAS. BUILT-IN MOTOR PROTECTION PROVIDE A BELT ADJUSTMENT MEANS. SELECT THE FAN MOTOR A. SO THAT THE BRAKE HORSEPOWER REQUIRED TO DELIVER THE DESIGN AIR QUANTITY AT THE I OG E MSON GROUP ET, BRYAN, SYSTEM STATIC PRESSURE WILL NOT EXCEED THE MOTOR NAMEPLATE AMPERAGE RATING. RETURN AIR GRILLE BOOT REFRIGERATION PIPING DIAGRAM FLEXIBLE DUCT TAP - CONICAL 106 EAST 26th STREET, BRYAN, TX 77803 B. INSTALL THE SYSTEM TO FACILITATE EASY REMOVAL, USE THREADED PLUGGED TEE AT (ID WORLD RIGHTS RESERVED EACH CHANGE OF DIRECTION TO PERMIT CLEANING, INSTALL A CLEANOUT EVERY 50 FEET B.UNIT HOUSING: CONSTRUCT THE UNIT OF GALVANIZED STEEL SHEETS, AND FORMED SCALE: NONE DODS SCALE: NONE P008 SCALE: NONE D009 _OF_STRAIGHT RUN PIPING, MAINTAIN A POSITIVE SLOPE ON ALL PIPING -MEMBERS.-INTERNALLY INSULATE THE ENTIRE UNIT WITH NEOPRENE COATED, 1-1/2 LB. AL C. INSTALL A WATER SEAL TRAP LEG BASED ON THE FAN PRESSURE. SIZE THE LENGTH OF DENSITY GLASS FIBER INSULATION, APPLIED TO INTERNAL SURFACES WITH ADHESIVE AND NO PART TRANSMITTED, NS DOCUMENT MAYBE STORED IN A RETREI LU THE TRAP LEG 1 INCH LARGER THAN THE ACTUAL SYSTEM PRESSURE. WELD PINS. COAT EXPOSED EDGES OF INSULATION WITH ADHESIVE. PROVIDE A PLENUM SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING DUCT FLANGE ON FOUR SIDES OF THE RETURN AIR INLET AND SUPPLY AIR OUTLET OF THE PLENUM BOX WITH BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR D. DO NOT INSTALL PIPING SIZED SMALLER THAN THE UNIT DRAIN CONNECTION SIZE. C. UNIT. UNIT COUNTER FLASHING DUCTDUCT LB. DENSITY LINER AS OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN CONDENSATE DRAIN PANS: PROVIDE IN STYLE DRAIN PANS SHALL BE PROVIDED UNDER FCU (SEE PLANS FOR LOCATION) SPECIFIED. PERMISSION Of WILLIAMSON GROUP E. INSULATE PIPING WITH 3/4" ELASTOMERIC INSULATION FOR ALL PIPE BELOW ROOF. ALL COILS. PITCH TO DRAIN CONNECTION THICKNESS SHALL INSULATION TO BE 25/50 FLAME AND SMOKE RATING. t TREATED WOOD PRODUCE R-VALUE REFRIGERANT PIPING NAILER THREADED TEE, EXTENDED NECK & CAP FOR 16 GAGEHA�IREPR BETTER. INSULATED FLEXIBLE DUCTWORK CLEANING TRAP. TYPICAL FOR ALL AIR SUPPORT, POP DUCTWORK D. REFRIGERANT PIPING: TYPE KHARD-DRAWN COPPER TUBING WITH SWEAT -TYPE, WELDED ALUM.CURB UNITS. I€ RIVET TO PLENU - A. DUCT MATERIAL AND CONSTRUCTION: USE LOCK FORMING QUALITY PRIME GALVANIZED WROUGHT COPPER FITTINGS. CAST FITTINGS ARE NOT PERMITTED. t STEEL SHEETS OR COILS UP TO 60" WIDE. STENCIL EACH SHEET WITH GAUGE AND Ix k' u ..`5 S _ 14"MIN. �----- ---- ,•�-R . MANUFACTURER'S NAME. STENCIL COILS OF SHEET STEEL THROUGHOUT ON 10' CENTERS WITH 1! ROOFING FELT COVER BACK OF i i i i i T PRESSURE TEST: CHARGE THE SYSTEM WITH DRY NITROGEN AND TEST TO 300 PSIG. DIFFUSER WITH REVISIONS ARCHITECT'S SEAL GAUGE AND MANUFACTURER'S NAME. PROVIDE CERTIFICATION OF DUCT GAUGE AND TEST JOINTS WITH A HALIDE TORCH OR AN ELECTRONIC LEAK DETECTOR. RETEST SYSTEM I° f REFERENCE SPECIFICATIONS FOR INSULATION i » " » i 1 ii 11 MANUFACTURER FOR EACH SIZE DUCT. ;-, ;r INSULATION IONOOL i D +4 DIA "D" A. UNTIL PROVEN TIGHT. 1 RIGID INSULATION REQUIREMENTS il f € iron r B. RECTANGULAR LOW AND MEDIUM PRESSURE DUCT CONSTRUCTED OF SHEET METAL IN EVACUATION AND DRYING: AFTER REFRIGERANT SYSTEM HAS BEEN PRESSURE TESTED, 6" ACCORDANCE WITH THE LATEST EDITION OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS. FIBEROUS CANT B. CONNECT A SUITABLE VACUUM PUMP AND EVACUATE PIPING SYSTEM, INCLUDING LINES AND ',` CEILING i i 16 GAGE CHANNEL EQUIPMENT, MAINTAIN A VACUUM AS HIGH AS PRACTICABLE FOR LONG ENOUGH TO EVAPORATE RIVET TO PLENUM C. LOW PRESSURE ROUND DUCTS SHALL BE SHOP FABRICATED WITH SNAP LOCK LONGITUDINAL THE MOISTURE IN THE SYSTEM (AT LEAST 48 HOURS). CHECK THE HUMIDITY WITHIN THE ---------- SUPPORT, POP SEAMS. DUCTS SHALL BE CONSTRUCTED FOR A MINIMUM OF 2" W.G. STATIC PRESSURE. SYSTEM WITH A WET BULB INDICATOR, AND MAINTAIN THE VACUUM UNTIL THE WET BULB ROOFING ASSEMBLY MEDIUM PRESSURE ROUND DUCTWORK SHALL BE WELDED SPIRAL SEAM SUCH AS MANUFACTURED C. TEMPERATURE IS REDUCED TO -40' F. AFTER THE SYSTEM HAS BEEN EVACUATED AND 1 (REFARCH.DWGS) € DIFFUSER ((REF. STAINLESS STEEL CLAMP _ BY UNITED SHEET METAL COMPANY. SEAMS AND JOINTS OF ALL MEDIUM PRESSURE DUCTWORK DRIED, BREAK THE VACUUM BY CHARGING PROPER REFRIGERANT INTO THE SYSTEM. /" " ""' ; # t PROVIDE 4" MINIMUM TRAP O.B.D. IF GRILLE SCH.) (1 EA. FOR FLEX. SHALL BE CONTINUOUSLY WELDED. _ .._... SIZE 1" DEEPER THAN RTU SPECIFIED DUCT & 1 EA. E. FLEXIBLE DUCT LOW PRESSURE SHALL BE A CONTINUOUS GALVANIZED SPRING STEEL INSULATION: ELASTOMERIC INSULATION WITH A MINIMUM THICKNESS OF 3/4" WITH A TOTAL STATIC PRESSURE FOR INSULATION) WIRE HELIX, WITH REINFORCED METALIZED COVER, REINFORCED VAPOR BARRIER JACKET FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS. RATED FOR USE AT SYSTEM PRESSURE (6" WC MINIMUM). THERMAL CHARACTERISTICS OF THERMAL CONDUCTIVITY OF 0.27 AT 75-F MEAN (ASTM C177 OR C 518). INSULATION TO 9"MIN. BE ARMSTRONORTH R-6 BTU/HR/SQ. FT./?F AND 2" WALL THICKNESS INSULATION WITH 1" OVERLAP. FABRICATED ZGLOCKAPPROVED ALUMI UMEACKETALL 0.016 UTHCKNWITH A IS TOBFACTORYRED APPLIEDS1 MIL ENGINEER'S SEAL ACCEPTABLE MANUFACTURERS: FLEXMASTER, HART & COOLEY,OMNIAIR D. POLYETHYLENE/40LB AND FAB STRAP. KRAFT MOISTURE BARRIER. CHILERS LOCK -ON OR /+ CONDENSATE DRAIN PIPING AT FCU FLEXIBLE DUCT CONNECTION F. FLEXIBLE DUCT MEDIUM PRESSURE SHALL BE CONSTRUCTED OF A HEAVY COATED APPROVED EQUAL CU RB URB AT SUPPLY AIR DIFFUSER FIBERGLASS CLOTH FABRIC SUPPORTED BY HELICAL WOUND GALVANIZED STEEL. THE O SCALE: NONE C003 SCALE: NONE P009 SCALE: NONE D005 INTERNAL WORKING PRESSURE RATING SHALL BE AT LEAST AS FOLLOWS WITH A BURSTING 2 ��P•° 00 PRESSURE OF AT LEAST TWO TIMES THE WORKING PRESSURE: POSITIVE: 12" W.G., SMOKE DETECTORS .- 0 NEGATIVE: 5" W.G. THE DUCT SHALL BE RATED FOR A VELOCITY OF AT LEAST 5500 FPM. ACCEPTABLE MANUFACTURERS: AUTOCALL, SIMPLEX, SIEMENS, NOTIFIER, GAMEWELL, ' ••��'� FACTORY INSULATE THE FLEXIBLE DUCT WITH FIBERGLASS INSULATION. THE R-VALUE SHALL PYROTRONICS. • * I, •MELVIN KAIMANS S.S. LAG BOLT W SUPPORT AS O••:•••••••••••••••s••I BE AT LEAST R-6 AT A MEAN TEMPERATURE OF 75?F. ACCEPTABLE MANUFACTURERS: / FLEXMASTER, OMNWR. THE UNIT SHALL CONSIST OF A CLEAR MOLDED PLASTIC ENCLOSURE (OR REMOTE MOUNTED ROOF MOUNTED NEOPRENE WASHER REQUIRED SHEETMETAL DUCT �� DETECTOR) WITH INTEGRAL EQUIPMENT 2x"W" MIN. oO�/OAF s....... .%Q"w G. DUCT LINING SHALL BE 1" THICK, i 1/2 LB. DENSITY, FLEXIBLE LINING COATED ON LED STATUS INDICATOR SHALL BE PROVIDED NEXT TO THE SMOKED ) 24 GA. STAINLESS INSULATED FLEXIBLE THE AIR STREAM SIDE TO REDUCE ATTRITION. LINER SHALL BE SCHULER LINA-COUSTIC, A. CONDUIT KNOCKOUTS TO PROVIDE VISUAL VIEWING OF DETECTOR/SENSOR FOR MONITORING STEEL COUNTER �� DUCTWORK T CERTAIN TEED ULTRALITE, OR EQUAL MEETING REQUIREMENTS OF NFPA 90 A. PROVIDE SENSOR OPERATION AND CHAMBER CONDITION. THE DUCT HOUSING SHALL BE PROVIDED WITH FLASHING i ii i EXTERNAL �'<07-10-12 "". i n i DUCTWORK 3/4 X"yy" IA.Q. RATED LINER. GASKET SEALS TO INSURE PROPER SEATING OF THE HOUSING TO THE ASSOCIATED DUCTWORK., „ , NYLON CLAMP (1 EA INSULATION B. EACH UNIT'S SAMPLING TUBES SHALL EXTEND THE WIDTH OF THE DUCT AND BE PROVIDED TREATED WOOD DIA »D» € `r �� FOR FLEX. DUCT & 1 EA. I. WALL LOUVERS: REFER TO SCHEDULE ON DRAWINGS. COORDINATE WITH ARCHITECTURAL WITH POROSITY FILTERS TO REDUCE SENSOR/CHAMBER CONTAMINATION. NAILER i ii i FOR INSULATION) DRAWINGS. ALL LOUVER FRAMES SHALL BE A MINIMUM OF 0.08" EXTRUDED ALUMINUM. ALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) SECTIONS NFPA 72, WELDED ALUM. i i u i END CAP BLADES SHALL BE A MINIMUM OF 0.081" EXTRUDED ALUMINUM. BEGINNING POINT OF WATER NFPA 90A, NFPA 101 SUPPORT PENETRATION AT 0.01 OZ/SQ.FT. SHALL BE A MINIMUM OF » 800 FT/MIN. SQUARE TO ROUND MP PROVIDE ALL LOUVERS WITH REMOVABLE ALUMINUM BIRD SCREEN WITH 1/4 MESH. 14"MIN ROOFING FELT TRANSITION \ I 1 I TO MINIMIZE NUISANCE ALARMS, DETECTORS SHALL HAVE AN INSECT SCREEN AND BE I DRAWN BY DESIGN TO IGNORE INVISIBLE AIRBORNE PARTICLES OR SMOKE DENSITIES THAT ARE BELOW RIGID INSULATION O.B.D. AS <_ J. VOLUME DAMPERS: MANUAL BALANCING DAMPERS THAT MEET OR EXCEED THE FOLLOWING 1.5 X "D MINIMUM C• THE FACTOR SET ALARM POINT. NO RADIOACTIVE MATERIAL SHALL BE USED. THE DETECTOR SCHEDULED a _ MINIMUM CONSTRUCTION STANDARDS: FRAME 16-GAUGE, BLADES 16-GAUGE, BEARINGS HEAD SHALL BE DIRECTLY INTERCHANGEABLE WITH AN IONIZATION DETECTOR TYPE. �Il I (SEE NOTE) CORROSION RESISTANT, OPPOSED BLADE DAMPERS /f 1sit� FIBEROUS CANT -____________ CEILING DUCT BOOT K. INSTALLATION: USE CONSTRUCTION METHODS AND REQUIREMENTS AS OUTLINED IN SMACNA D. INSTALL AS PER MANUFACTURES RECOMMENDATIONS. PROVIDE ALL NECESSARY WIRING,'11; i—> TO DIFFUSER SA. DIFFUSER JTW !s POWER AND OTHER DEVICES FOR INSTALLATION. INTERLOCK THE SMOKE DETECTOR WITH THE HVAC DUCT CONSTRUCTION STANDARDS AS WELL AS SMACNA BALANCING AND ADJUSTING RELATED AIR HANDLING EQUIPMENT TO PROVIDE AUTOMATIC SHUT -DOWN OF THE SYSTEM ... ' PUBLICATIONS, UNLESS INDICATED OTHERWISE IN THE SPECIFICATIONS. REFER TO DETAILS COVER BACK OF VOLUME CONTROL •�• - • •i,,•• CHECKED BY WHENEVER PRODUCTS OF COMBUSTION ARE DETECTED, �. ' �. ' ' •. • ROOFING ASSEMBLY DIFFUSER WITH DIFFUSER (REF. IL9IE ON THE DRAWINGS FOR ADDITIONAL INFORMATION. REINFORCE DUCTS IN ACCORDANCE WITH 1� y : ' GRILLE SCH.) IF MINIMUM TURNING RECOMMENDED CONSTRUCTION PRACTICE OF SMACNA. PROVIDE ADDITIONAL REINFORCEMENT OF (REFARCH.DWGS) EXTERNAL DUCTWORK LARGE PLENUMS AS REQUIRED TO PREVENT EXCESSIVE FLEXING AND OR VIBRATION. ALB FILTERS .......................♦ i INSULATION RADIUS CANNOT BE > MAINTAINED PROVIDE ` A. AIR FILTERS: FURNISH AND INSTALL A DISPOSAL MEDIA AND FRAME FILTER WITH ADAPTER FOR DUCTWORK INSULATION RESISTANCE TO AIR FLOW OF A CLEAN FILTER NOT TO EXCEED 0.12" WG AT 300 FPM. 9"MIN. FLEXIBLE DUCT. ' ® 08/ 18/201 1 A. FURNISH AND INSTALL EXTERNAL INSULATION ON SUPPLY, RETURN, EXHAUST AND FRESH B. INSTALL THE FILTERS AND FILTER GAUGES IN ACCORDANCE WITH THE MANUFACTURER'S FLEX DUCT CO141idECTION RIGID DUCT TAP TO SINGLE DATE AIR DUCTWORK. INSTRUCTIONS. 1 B. ALL DUCT INSULATION USED ON THE PROJECT INSIDE THE BUILDING MUST HAVE A FLAME EQUIPMENT SUPPORT AT SUPPLY AIR DIFFUSER SUPPLY AIR DIFFUSER SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50 AS SCALE: NONE C004 SCALE: NONE D013 SCALE: NONE D007 DETERMINED BY TEST PROCEDURES ASTM E84, NFPA 255 AND UL 723. C. CONDENSATION ON ANY INSULATED SYSTEM IS NOT APPROVED. 4 MECHANICAL D. WHERE EXISTING INSULATED DUCTWORK OR OTHER SERVICES ARE TAPPED, REMOVE EXISTING INSULATION BACK TO UNDAMAGED SECTIONS AND REPLACE WITH NEW INSULATION OF THE SAME TYPE AND THICKNESS AS EXISTING INSULATION. E. INSULATION: GLASS FIBER BLANKET DUCT INSULATION. ACCEPTABLE MANUFACTURERS ARE: MANVILLE R-SERIES MICROLITE FSKL, OWENS-CORNING ED100 RKF, KNAUF 1.0 PCF i FSK. WkAF PRM IP(`_T A XXXXXXXX rl ,,00117 K 1171.— HOUSTON 1 DALLAS/FT. WORTH I BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 I REGISTRATION N F-4111 I DUCTWORK CONSTRUCTION DETAILS VENTLOK #605 INSIDE EXTERNAL DUCT END BEARIN INSULATION SINGLEBLADE REF SMADCN AIfER CONSTR. DETAI VOLUME DAMPER WHERE SQUARE CONTROL SHOWN ON DWGS. (TYP) ROD VENTLOK 607 SINGLE THICKNESS TURNING END BEARING VANES WITH TRAILING EDGE ONTff 176DAMPER EXTENSIONS E TRANSITION CHROME PRLATED CO nVENTLOK VENTLOK #637 LOCKING REGULATOR TER DAMPED LENGTH WITH END BEARING (VENTLOK #605 EI.5X"ALOK #603 BALL JOINT MULTIBLADE OPPOSED SET SCREW ACTION VOLUME DAMPER. TER ROD #600 BLADE FINISHED CEILING BRACKET (REF. ARCH. CLG. TYPICAL CONDITION (SEE PLAN) THIS DETAIL) SPUTTER HG-H 8 DAMPER ABOVE INACCESSIBLE CEILING DAMPER ABOVE LIFT -OUT CEILING 12" CUSHION HEAD - --- - REGISTER WITH MINIMUM "D" DIMENSION ` DAMPER "D" DUCBE TAP x WIDTH OF -i MAX.= "D" x .67 - ADJUSTABLE STEEL AIR DUCT TAP EXTRACTOR ACCESSIBLE ADJUSTABLE STEEL -3 THRU REGISTER EQUALIZING GRID REGISTER WITH DAMPER TRANSITION REF. SMACNA DU T CONSTR. AIR DUCT TAP DETAILS) TFLOW SIDEWALL REGISTER AT END OF DUCT 1) MAX. WIDTH 0C DUCT TAP SHALL BE 48 . PROVIDE SPLffTERI AMPER WITH BOTTOM BRACKET FOR SUPPORT„ VENTLOK600 BLADE WHERE EXTRACTOR EXCEEDS 16. BRACKETDAMPER 2) MAX. HTIGHT OF DUCT TAP SHALL LENGTH BE 1.5 x "D' BE 12 (MIN.= 4-) " AIR EXTRACTOR I I--45• AT SIDEWALL REGISTER �SPUTTER ROD TFLOW VENTLOK #603 BALL JOINT WITH SET SCREW DUCT TAP DUCT LIFER AND INSULATION VENTILATION AIR DUCTWORK 1 1 ( 4 SUPPLY AIR 3 RETURN AIR DUCTWORK DUCTWORK � 1 0 1 5 SUPPLY AIR DUCTWORK AIR HANDLING UNIT/ FAN COIL UNIT AIR HANDLING UNITS AND FAN COIL UNITS ROOF MOUNTED EXHAUST FAN 1 1 i 1 1 E _ IN -LINE EXHAUST AIR EXHAUST EXHAUST FAN DEVICE LOUVER EXHAUST AIR SYSTEMS NOTES Q SHEETMETAL DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED. ®SHEETMETAL DUCTWORK RETURN AIR PLENUM WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED. Q3 FLEXIBLE DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED. (3)SHEETMETAL DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED AND 1 THICK 1-1/2 LB LINER AS SPECIFIED FROM AIR HANDLING UNIT DISCHARGE TO 10 0 DOWNSTREAM. 0SHEEITMETAL DUCTWORK WITH EXTERNAL DUCTWORK INSULATION AS SPECIFIED AND 1 THICK 1-1/2 LB LINER AS SPECIFIED FROM AIR HANDLING UNIT INLET TO 10,-0" UPSTREAM. © EXHAUST DUCTWORK AS SPECIFIED WITH FIREBOARD INSULATION AS SPECIFIED. Q) SHEETMETAL DUCTWORK ONLY. NO INSULATION REQUIRED. MJV`t GRILLE SIZING SCHEDULE STANDARD GRILLE DESIGNATES GRILLE TYPE DESIGNATES GRILLE NECK SIZE (REFERENCE GRILLE SCHEDULE) (REFERENCE TABLE BELOW) 10 SIZE OF FLEX OR RIGID DUCT 11 tx AIR QUANTITY IN CFM CONNECTING GRILLE TO DUCTWORK - --- - TO TRAVERSE GRILLE --- ALL GRILLES SHOWN SHALL BE FOUR-WAY THROW UNLESS OTHERWISE SHOWN. REGISTER OR NONSTANDARD GRILLE DESIGNATES GRILLE TYPE AIR QUANTITY IN CFM (REFERENCE GRILLE SCHEDULE) TO TRAVERSE GRILLE A 30 12 "x 1 OF 1 O SIZE OF GRILLE NECK NNECTING GRILLE TOIG UCDUCT COSIZE TW RK_,,,�2/ ALL GRILLES SHOWN SHALL BE FOUR-WAY THROW UNLESS OTHERWISE SHOWN. -_ ALL REGISTERS SHALL HAVE A 45' HORIZONTAL DEFLECTION UNLESS OTHERWISE SHOWN. GRILLE SIZE GRILLE NECK GRILLE SIZE GRILLE NECK DESIGNATION SIZE DESIGNATION SIZE 1 6" x 6" 7 15" x 15" 2 8" x 8" 8 16" x 16" 3 9" x 9" 9 18" x 18" 4 10" x 10" 10 20" x 20' 5 12" x 12" 11 22" x 22' 6 14" x 14' 12 24" x 24' MJUI DUCTWORK SYMBOLS LEGEND TRANSITIONS 30/12 12/12 1 18/' i I 1 30/12 12/12 1 18/' i i INSITION DIFFUSER \-TLSTTION DJFUSE MAIN BRANCH TAKE -OFFS SPUTTER DAMPER 30/12 18/12 30/12its 1z 16/12 20/12 16/12� 20/12 RISERS RISE 24/36 DN D = DROP 24/36 ON 36/24 IX 36/24 36/24 36/24 SIDEWALL REGISTERS AIR EXTRACTOR 36/12 1 36/12 24/12 SIDEWALL GRILLE SIDEWALL GRILLE DUCT CROSSOVERS THIS DUCT RUNS ELBOW WITH THIS DU C RUN UNDERNEATH TURNING VANES UNDERNEATH SUB -BRANCH TAP AND TEE - X 12/8 - 30/12 18/12 12/ 30/12 18/12 I 12/8 -. X- 18/12 12/ UB-BRANCH T I (1000 CFM MAX UB-BRANCH TA I (1000 CFM MAX. TWO LINE DUCTWORK TWO LINE DUCTWORK ONE LINE DUCTWORK LEGEND SYMBOLS SYMBOLS RECTANGULAR DUCTWORK FLEXIBLE DUCT CONNECTION 30/16 INTRUMENT 41 TEST HOLE ROUND DUCTWORK STATIC PRESSURE 30"0 SENSOR MANUAL BALANCING DAMPER - FLAT OVAL DUCTWORK MOTORIZED M DAMPER M 30x16 DUCT MOUNTED O SMOKE DETECTOR SD SYMBOL LEGEND SYMBOL DESCRIPTION (DISREGARD ITEMS NOT SHOWN ON PLANS) GENERAL ® KEY NOTE TAG ® NOTE SPECIFIC TO DETAIL TAG ® REVISION TAG ® NEW EQUIPMENT DUCTWORK ® SUPPLY AIR DUCTWORK RETURN AIR AND OUTSIDE AIR DUCTWORK ® EXHAUST AIR DUCTWORK FLEXIBLE DUCTWORK SUPPLY AIR DUCTWORK THROUGH HORIZONTAL PARTITION RETURN AIR AND OUTSIDE AIR DUCTWORK THROUGH HORIZONTAL PARTITION EXHAUST AIR DUCTWORK THROUGH HORIZONTAL PARTITION e FIRE DAMPER (VERTICAL) FIRE DAMPER (HORIZONTAL) p SMOKE DAMPER (VERTICAL) Q SMOKE DAMPER (HORIZONTAL) ® COMBINATION FIRE & SMOKE DAMPER (VERTICAL) 0 COMBINATION FIRE & SMOKE DAMPER (HORIZONTAL) MANUAL BALANCING DAMPER (SEE DAMPER SCHEDULE) °� MOTORIZED DAMPER (SEE DAMPER SCHEDULE) SENSORS QT THERMOSTAT AND TEMPERATURE SENSOR QH HUMIDISTAT ® SMOKE DETECTOR HEAT DETECTOR AIR DEVICES e GRILLE SIZE TAG (REFER TO GRILLE SIZE LEGEND) ® SUPPLY AIR GRILLE WITH FOUR-WAY THROW ® SUPPLY AIR GRILLE WITH THREE-WAY THROW SUPPLY AIR GRILLE WITH TWO-WAY THROW SUPPLY AIR GRILLE WITH TWO-WAY CORNER THROW SUPPLY AIR GRILLE WITH ONE-WAY THROW RETURN AIR GRILLE ®- RETURN AIR GRILLE WITH SOUND BOOT ® EXHAUST AIR GRILLE SUPPLY AIR SIDEWALL GRILLE RETURN AIR SIDEWALL GRILLE 20X12 RETURN AIR OPENING ABOVE CEILING PIPING -D- CONDENSATE DRAIN LINE -AD- AUXILLARY CONDENSATE DRAIN LINE -RR- REFRIGERANT LIQUID & GAS RECIRCULATION LINE (TOTAL OF TWO PIPES, ONLY ONE PIPE SHOWN FOR DRAWING CLARITY) -RL- REFRIGERANT LIQUID LINE -HG- REFRIGERANT HOT GAS LINE -RS- REFRIGERANT SUCTION LINE --to ELBOW UP --b ELBOW DOWN 90' ELBOW 45' ELBOW -1I I- TEE +I- TEE DOWN -K -- TEE UP + TOP BRANCH CONNECTION - BOTTOM BRANCH CONNECTION 7 CAP --S CONTINUATION EO FLOOR DRAIN (REFER TO PLUMBING DRAWINGS) -a- SITE GLASS -�- DIFFERENTIAL PRESSURE SENSOR - ANCHOR - _ - PIPE - -GUIDE SUBSCRIPTS AND ABREVIATIONS AFF I ABOVE FINISHED FLOOR BBS BELOW BOTTOM OF STRUCTURE BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE CA COMBUSTION AIR CFM CUBIC FEET PER MINUTE FA EXHAUST AIR FPM FEET PER MINUTE NC NORMALLY CLOSED NO NORMALLY OPEN OA OUTSIDE AIR RA RETURN AIR SA SUPPLY AIR FAN EXT. STATIC: LOCALLY MAXIMUM HORSE CURRENT € INTERLOCKED FAN MODEL MARK LOCATION CFM RPM (IN SW ��I POWER CHARAC. SW BY ED WITH TYPE MANUFACTURER NUMBER REMARKS 1 SPEC RR EF-1 75 1,150 0.35 53 (W) 120/1/60 LIGHT I - CEILING EXHAUST GREENHECK SP (2,5) 12 PUBLIC RR EF 2 13 SPEC RR EF-3 21 EF-4 WOM22 RR 75 1,150 75 1,150 75 1,150 0.35 153 (W) 120/1/60 0.35 53 (W) 120/1/60 ` 0.35 : 53 (W) 120/1/60 LIGHT LIGHT LIGHT - I - - _ CEILING EXHAUST CEILING EXHAUST CEILING EXHAUST GREENHECK GREENHECK GREENHECK SP SP SP (2,5) (2,5) (2,5) EF-5 JANITOR 75 1,150 0.35 153 (W) 120/1/60 LIGHT - CEILING EXHAUST GREENHECK SP (2,5) GENERAL NOTES: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES DUE TO DUCTWORK, AIR DEVICES, REMARKS' 1. PROVIDE BACK DRAFT DAMPER. DAMPERS, AND DUCT MOUNTED HOT WATER COILS WHERE APPLICABLE. DIRTY FILTER 2. REFER MANUFACTURER FOR INSTALLATION GUIDE. AND UNIT CASING MUST BE ADDED TO EXTERNAL STATIC PRESSURE TO OBTAIN TOTAL PRESSURE LOSS. INCREASE HORSEPOWER AS REQUIRED TO MEET YOUR TOTAL PRESSURE LOSS. COORDINATE WITH ELECTRICIAN. 2. MINIMUM RECOMMENDED CLEARANCE AROUND UNIT IS 12 INCHES ON NON -SERVICE SIDES AND 30 INCHES ON SERVICE SIDES. MAINTAIN MINIMUM CLEARANCE AS REQUIRED TO OPEN ACCESS AND CONTROL DOORS ON UNIT FOR SERVICE, MAINTENANCE, AND INSPECTION. MAINTAIN MINIMUM ELECTRICAL CLEARANCE AS REQUIRED BY NEC. AS12 GRILLE MARK SERVICE TYPE DAMPER CONSTRUCTION FINISH MANUFACTURER MODEL REMARKS MATERIAL COLOR NUMBER A SUPPLY AIR DIFFUSER - _ STEEL OFF WHITE TITUS TDC EXPOSED T-BAR CEILING FRAME STYLE WITH A 24" X 24" FACE.(1) B RETURN AIR GRILLE - STEEL OFF WHITE TITUS I PAR EXPOSED TTBAR CEILING FRAME STYLE WITH A 24" X 24" FACE.(1) C SUPPLY AIR GRILLE - STEEL OFF WHITE TITUS 30ORL DOUBLE DEFLECTION SIDEWALL GRILLE WITH RIZONTAL FRONT BARS SURFACE MOUNTED. 1 D SUPPLY AIR DIFFUSER - ...................................................................................................................................................................................... STEEL OFF WHITE TITUS TDC SURFACE MOUNT FRAME STYLE. (1,2 E RETURN AIR GRILLE - STEEL OFF WHITE TITUS ! 350RL FIXED 35' BLADES PARALLEL 0 LONG DIMENSION. SURFACE MOUNTED FACE AND 3 4" BLADE SPACING. 1 ......................................._........... ....... ........ _..... ................. GENERAL NOTES: REMARKS: 1. DAMPERS NOTED AS U. L. SHALL BE A "U. L.' CLASSIFIED CEILING 1. COORDINATE FINAL AIR DEVICE LOCATIONS WITH ARCHITECT. RADIATION DAMPER WITH THERMAL BLANKET. 2. PROVIDE A RECTANGULAR NECK OPPOSED BLADE DAMPER. DAMPER MARK ACTUATOR DUTY i BLADE ACTION MANUFACTURER MODEL NUMBER REMARKS ........................................... D-1 ;................ ......................... ............. MANUAL BALANCING ..................................................... ...................................................... UNDER 9" WIDE N/A ........................................... ............ N/A ....................................................... N/A ................................................................................................................................ ....................... SEE SMACNA CONSTRUCTION DETAILS REFERENCED "TYPICAL CONSTRUCTION DETAILS FOR LOW VELOCITY DUCTS." D-2 s MANUAL BALANCING OVER 9" WIDE OPPOSED RUSKIN MD-35 MANUAL DAMPER WITH STANDARD CONSTRUCTION FEATURES AND VENTLOCK #639 LOCKING REGULATOR. D-3 MOTORIZED OVER 9" WIDE OPPOSED RUSKIN CD-60 LOW LEAKAGE DAMPER WITH BLADE SEALS NOTES: N/A - NOT APPLICABLE Usol DX FAN/COIL UNIT FAN COOLING ELECTRIC HEATING MARK I SUPPLY OUTSIDE TEXT. STATIC, HORSE CURRENT _ AIR TEMPERATURE ('F) _ MIN. TOTAL MIN SENSIBLE MINIMUM NUMBER ENTERING MINIMUM NUMBER CURRENT REMARKS AIR CFM AIR CFM ;PRESSURE: POWER CHARAC. ENTERING :ENTERING CAPACITY CAPACITY EER/ OF AIR CAPACITY KW OF CHARAC. HIGH (IN. W.C.) DRY _BULB WET BULB (BTUH) (BTUH) SEER STAGES TEMP. ('F) (BTUH) STAGES FCU-1 3,000 300 € 0.7 2.0 208/3/60 80 67 94,800 72,700 11.2/- 1 67.5 89,445 26.2 2 208/3/60 (1,2,3,4,5) FCU-2 3,000 300 0.7 2.0 208/3/60 80 67 i 94,800 72,700 11.2/- 1 67.5 89,445 26.2 2 208/3/60 (1,2,3,4,5) GENERAL NOTES: REMARKS: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES DUE TO DUCTWORK, AIR DEVICES, 1. SUSPEND UNIT PER MANUFACTURES INSTALLATION INSTRUCTIONS. DAMPERS, AND DUCT MOUNTED HOT WATER COILS WHERE APPLICABLE. DIRTY FILTER 2. PROVIDE UNIT WITH SINGLE POINT ELECTRICAL CONNECTION INCLUDE FAN AND AND UNIT CASING MUST BE ADDED TO EXTERNAL STATIC PRESSURE TO OBTAIN TOTAL ELECTRIC HEATER. PRESSURE LOSS. INCREASE HORSEPOWER AS REQUIRED TO MEET YOUR TOTAL PRESSURE LOSS. COORDINATE WITH ELECTRICIAN. 3. PROVIDE AUXILIARY DRAIN PAN WITH A WATER LEVEL SENSING DEVICE (FLOW SWITCH). -2. MINIMUM RECOMMENDED CLEARANCE AROUND UNIT IS 12 INCHES ON NON -SERVICE SIDES THIS DEVICE SHALL SHUT -OFF -THE APPLIANCE IN THE -EVENT -THE -PRIMARY DRAIN - AND 30 INCHES ON SERVICE SIDES. MAINTAIN MINIMUM CLEARANCE AS REQUIRED TO LINE BECOMES RESTRICTED. OPEN ACCESS AND CONTROL DOORS ON UNIT FOR SERVICE, MAINTENANCE, AND 4. REFRIGERANT LINES TO BE SIZED PER MANUFACTURER'S REQUIREMENTS. INSPECTION. MAINTAIN MINIMUM ELECTRICAL CLEARANCE AS REQUIRED BY NEC. 5, TRANE MODL TWE OR APPROVED EQUAL. A51U RELIEF YEN7 & O.A. IN'TAIIE MAX. THROAT GREENHECK MARK CFM S.P. AREA MODEL SERVES REMARKS (IN.) (SQ. FT.) NO. OAI-1 600 0.05 1.12 GRSI FCU-(1,2) (1,2) ...................................................................................................................................................................................................................................................................... RV-10.37 GRSR ....................................................................... EF-(1,2) I d (1,2) ......................150..................0.05 RV-2 225 0.05 0.37 ....................................................................................................................................................................................................................................................................................................................................... GRSR ...................................... ..:...................................................................... EF-(3,4,5) (1,2) REMARK: (1) PROVIDE WITH ROOF CURB. (2) PROVIDE WITH BIRD SCREEN. AS13 AIR COOLED CONDENSING UNIT MIN. TOTAL OUTDOOR MINIMUM NUMBER! CURRENT I RELATED MARK CAPACITY AIR EER/ OF 1 CHARAC. UNIT REMARKS (BTUH) TEMP ('F) SEER STAGES MARK ..................................................................................................................................................................................................... t..................................................................................... CU-1 94,800 95 11.2/- 1 1208/3/60 I FCU-1 (1,2) ................................ ........... . ................................................................................. ......................................... I................................._..................................................................................... CU-2 94,800 95 11.2/ 1 1 208/3/60 ' FCU-2 (1,2) I GENERAL NOTES: 1. MINIMUM RECOMMENDED CLEARANCE AROUND UNIT IS 36 INCHES ON NON -SERVICE SIDES AND 48 INCHES ON SERVICE SIDES. MAINTAIN MINIMUM CLEARANCE FOR CONDENSER AIR FLOW AS RECOMMENDED BY UNIT MANUFACTURER. MAINTAIN MINIMUM CLEARANCE AS REQUIRED TO OPEN ACCESS AND CONTROL DOORS ON UNIT FOR SERVICE, MAINTENANCE, AND INSPECTION. MAINTAIN MINIMUM ELECTRICAL CLEARANCE AS REQUIRED BY NEC. REMARKS: 1. PROVIDE WITH LOW AMBIENT CONTROL DOWN TO 20' F 2. PROVIDE WITH HAIL GUARDS. 3. TRANE MODEL TTA OR APPROVED EQUAL. CSU6 KME PROJECT # XXXXXXXX WILLIAMSON GROUP ARCHITECTS ARCHITECTURE PLANNING INTERIORS I OG EAST 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 A NEW BUILDING FOR CRT - CS Med Clinic 2849 BARRON ROAD COLLEGE STATION, TEXAS 77845 1 A DEVELOPMENT OF CAPROCK TEXAS ' 1 10 Lincoln Ste 103 1 College Sta. Tx 77840 979-307-03 2 COPYRIGHT: 2012 VALLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF TH15 DOCUMENT MAY BE STORED IN A RETREIVAL 5Y5TEM, TRAN5MITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERM15510N OF WILLIAM50N GROUP ....................... HOUSTON I DALLAS/FT. WORTH I BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 REGISTRATION # F-4111 M SHEET C s WILLIAMSON GROUP ARCHITECTS 1 ARCHITECTURE PLANNING INTERIORS OG EAST 2Gth STREET, BRYAN, TEXAS 77503 979-775-1778 { A NEW BUILDING FOR CRT - CS Med Chnlc 1 2849 BARRON ROAD { { I f COLLEGE STATION, TEXAS 77845 { { A DEVELOPMENT OF CAPROCK TEXAS 10 Lincoln Ste 103 - Col l ege 5ta . Tx 77640 979-307-03 2 77- 777- a i_ COPY WIIL ARM50N GROUP ARCHITECTS i I OG EAST 2Gth STREET, BRYAN, TX 77803 - WORLD RIGHTS RESERVED i NO PART Of TH15 DOCUMENT MAY BE STORED IN A RETREIVAL j SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR f OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN u t PERMISSION Of WILLIAM50N GROUP } REVISIONS ARCHITECT'S SEAL I f 3 { { I ENGINEER'S SEAL i } 1 5�P •,F,��, FS ........ / MELVIN�KALMANS / G/STEe-• ?mod ioA.►vo 07-10-12 VU DRAWN BY m.. KBG _...._....::. ....V....w...: CHECKED BY 0811812011 DATE PLUMBING 51TE PLAN .. .........w..:... V\ R- !W%O% 1l-P►T 1 V V V V V V V V NORTH 1 PLUMBING SITE PLAN SCALE: ,1" L A 7 \KLMANSLAFMALLIENWE ....................... HOUSTON I DALLAS/FT. WORTH I BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 REGISTRATION N F-4111 PLUMBING G UNDERSLAB GENERAL NOTES 1. ALL FLOOR DRAINS SHALL BE VENTED. 2. ALL VENTS UNDERSLAB SHALL BE 2" MINIMUM. 3. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE FURNISHED WITH TRAP GUARDS. PLUMBING UNDERSLAB KEYED NOTES ❑1 2" WASTE FROM BELOW. Q 3" WASTE FROM BELOW. �3 4" WASTE FROM BELOW. a 2" VENT UP. ILLIAMSON GROUP ARCHITECTS ,CHITECTURE PLANNING INTERIOR5 EAST 2Gth STREET, BRYAN, TEXAS 77803 79-775-1778 JEW BUILDING FOR U - C5 Meol Clinic >49 BARRON ROAD )LLEGE STATION, TEXAS 77845 A DEVELOPMENT OF CAPROCK TEXA5 110 Lincoln 5te 103 College 5ta . Tx 77840 979-307-03 2 1 COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART Of THIS DOCUMENT MAY BE STORED IN A RETREIVAL SYSTEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERMISSION Of WILLIAM50N GROUP KME PROJECT f XXXXXXXX . KALA " MAMOLL e0tEffM M HOUSTON I DALLAS/FT. WORTH I BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 I REGISTRATION # F-4111 I PLUMBING GENERAL NOTES 1. ALL FLOOR DRAINS SHALL BE VENTED. 2. ALL VENTS UNDERSLAB SHALL BE 2" MINIMUM. 3. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE FURNISHED WITH TRAP GUARDS. PLl1PT1131MG KEYED NOTES ❑1 2" WASTE FROM BELOW, 2" VENT FROM ABOVE. F2 3" WASTE FROM BELOW, 2" VENT FROM ABOVE. a 4" WASTE FROM BELOW, 2" VENT FROM ABOVE. Q 2" VENT UP. El 3/4" HOT AND COLD WATER DOWN TO SERVE FIXTURE(S). KME PROJECT # XXXXXXXX � IAAFiBFiALL rac. HOUSTON DALLAS/FT. WORTH 1 BATON ROUGE 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 REGISTRATION # F-4111 WILLIAMSON GROUP ARCHITECTS ARCHITECTURE PLANNING INTERIORS I OG EA5T 2Gth 5TREET, BRYAN, TEXA5 77803 979-775-1778 A NEW BUILDING FOR CRT - CS Med Clinic 2649 BARRON ROAD COLLEGE STATION, TEXAS 77845 A DEVELOPMENT OF CAPROCK TEXAS 10 Lincoln Ste 103 College 5ta . Tx 77840 979-307-03 2 I - 1 4 y COPYRIGHT: 2012 WILLIAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77803 WORLD RIGHTS RESERVED NO PART OF TH15 DOCUMENT MAY BE 5TORED IN A RETREIVAL 5Y5TEM, TRANSMITTED, OR REPRODUCED IN ANY WAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERM155ION OF WILLIAM50N GROUP REV1510N5 ARCHITECT'S 5EAL ENGINEER'S SEAL w-m�►l - p, e- t oo MELVINKALMANS �.. . ..� ?'F� +�tIIIitiN0t•�07--10-12 VU DRAWN BY KBG CHECKED BY 081181201 1 DATE PLUMBING FLOOR PLAN r SHEET 110 F --110' HW TO FIXTURES Cw Cw COLD WATER I U 140' HW FROM WATER HEATER - + + HECK VALVE MINIMUM DIMENSIONS OF GALVANIZED SHEETMETAL PROTECTION SHIELDS AT PIPE HANGERS NOMINAL SIZE SHIELD GAUGE PIPE �ENGTH IN. THICKNESS 112" & 3/4" 12 18 1 - 2-1/2" 12 18 3" - 4" 16 18 6' 18 1 16 (TYPICAL) 110' HOT WATER HANGER RODS PROVIDE A SECTION OF SHUT-OFF f-RETURN TO COL �- HIGH COMPRESSION VALVE (TYPICAL) WATrR SUPPLY STRENGTH INSULATION AT EACH HANGER POINT. TER HEATS INSULATION MAY BE HALF STRAINER b ROUND OR FULL ROUND AND EXTEND AT LEAST GALVANIZED IRON 1" BEYOND GALV. SHIELD THERMOMETER SHEET SHIELD EACH WAY. FROM HOT WATER aLp CIRCULATOR INSULATION UNION (TYPICAL) rl F GENERAL NOTES.- 1 . MOUNT MIXING VALVE AT 48"-60" A.F.F. UNLESS NOTED OTHERWISE ON PLANS. F-H 1 0 2. REFER TO PLANS FOR ALL PIPE SIZES. PROVIDE PIPE INCREASERS/DECREASERS AS REQUIRED. L" -'- L PIPE 3. REFER TO PLANS FOR ALL EQUIPMENT LOCATIONS. 4. MAKE ALL WATER CONNECTIONS TO THEMOSTATIC MIXING VALVE IN UNISTRUT CHANNEL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. T!rRLOSTTiC LlII"G VALVE 4'�GER TOR ISUL'�TED PIPING 8 SCALE: NONE SCALE: NONE BRACING ANCHORED TO WALL. THERMOMETER ELECTRIC WATER HEATER THERMAL EXPANSION TANK. REFER TO RE: WATER HEATER SCHEDULE SCHEDULE. PROVIDE SUPPORT. ?` CLEANOUT - SEE SPECS. ASME RATED TEMPERATURE `" AND PRESSURE RELIEF VACUUM 24"X24"X4" THICK VALVE RELIEF VALVE CONCRETE PAD FLUSH WITH GRADE CHECK VALVE OR PAVEMENT STEEL PLATFORM ' WELDED TO 4 °.. ANGLE IRON i FRAME. ANCHOR I TO WALL BALL VALVE ' (TYPICAL) RE: SPECS. 3/4" T&P DISCHARGE 28" HEAT TRAP PIPE MATERIAL LINE TO FLOOR DRAIN. GALVANIZED DRAIN PER SPECIFICATION RE: FLOOR PLAN. �' PAN WITH DRAIN, •,.. ,f ALL SOLDERED MAIN SEAMS AND JOINTS. SEWER FLOW ANGLE FRAME UNION WELD ALL SEAMS. (TYPICAL) TYPE L COPPER DRAIN LINE TO FLOOR DRAIN. RE: FLOOR PLAN. • REFER: STRUCTURAL ENGINEER FOR SIZE AND SPECIFICATION FOR SUPPORT COMPONENTS. " LL OUIdTED �� INTER t E TER DETi�IL M0-�"�AY EXTE M CLE IQUT NONE THERMOMETER PROVIDE AQUASTAT WIRED TO START CIRCULATING PUMP WHEN CAST IRON PIP NUT RETURN LINE WATER TEMPERATURE FLAT WASHERS DROPS TO 19F BELOW SPECIFIED RISER CLAMP TEMPERATURE OF ASSOCIATED CITY APPROVED FERNCO LOW FLEX HOT WATER LOOP. ROUTE PUMP ELECTRICAL TRANSITION COUPLING. THROUGH 24 HOUR ALL THREADED ROD PROGRAMMABLE AUTOMATIC FLAT WASHER TIMER SWITCH. PROVIDED NUT ROD COUPLING HOT WATER RETURN BY DN. 16 FLAT WASHERS FINISHED FLOOR TO WATER HEATER BALL VALVE (TYPICAL) f HOT WATER RETURN a v v a v v FROM FIXTURES v vv v v v IIIIIIIIIIIIIiI RE: ELECTRICAL v . PLANS v v ° v v° v CO� PVC PIPE 23/, LONG "QUIK" BOLT (TYPICAL) CHECK VALVE Ly" UNION (TYPICAL) STRAINER NOTE: HOT WATER CIRCULATING 1. MAKE CONNECTION FROM PVC BELOW SLAB TO CAST IRON ABOVE SLAB WITH FERNCO PUMP. RE: SCHEDULE TRANSITION COUPLING. MIS: MOUNT AT 48"-60" A.F.F. UNLESS NOTED OTHERWISE ON PLANS. 2. THERE IS TO BE NO EXPOSED PVC ABOVE SLAB. 6 H!�O1>lI�TER CIRCULATIi11G PU "IP 2 : NONE CAST IRON TO PVC TRANSITION 1t 2" MAX. 2" MAXIMUM FROM FINISHED WALL MIFAB C1400-RD6 POLISHED STAINLESS STEEL COVER TEST COCK END CAP COPPER FLARE BALL VALVE SANITARY (SEE SIZEASEE (TYPICAL) (TYPICAL CONNECTION (TYPICAL) MIFAB C1450 OR INDICATED ON PLAN) TIGHT CLOSING SHUT-OFF \\ (TYPICAL) SIMILAR FERRULE IN NON -CHASE VALVES BEFORE AND AFTER !!!/// UNION WITH BRASS PLUG -'WALLS USE MIFAB THE DEVICE (TYPICAL) C1460 OR SIMILAR IN LIEU OF FINISHED WALSANITARY TEE L LOV,' FLOW STRAINER � PRESSURE DIFFERENTIAL �- RELIEF VALVE LOCATEDBETA TWO POSITIVE SEEATING CHECK VALVES �I �� �_O L����dOUT ROUTE DISCHARGE tDOWN TO NEAREST 4MINIMUM AIR GAP SCALE FLOOR DRAIN AIR GAP FITTING j=: MOUNT AT 48"-60" A.F.F. UNLESS NOTED OTHERWISE ON PLANS. REDUCED PRESURE 5 VAL I GENERAL DOTES 1. ALL WORK, METHODS AND INSTALLATIONS INVOLVED IN THE PLUMBING DESIGN SHALL BE IN ACCORDANCE WITH THE CITY BUILDING CODE AND INSPECTION REGULATIONS AND ALL OTHER OFFICIALS HAVING JURISDICTION. 2. THIS CONTRACTOR SHALL COORDINATE ROUTING OF PIPING IN CEILING SPACES WITH MECHANICAL AND ELECTRICAL EQUIPMENT, DUCTWORK AND CONDUIT. SHOULD A CONFLICT OCCUR THIS CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER PRIOR TO INSTALLING AN ALTERNATE PIPING PLAN. PLULPMING PIPING LEGEND SYMBOLS DESCRIPTION -SAN AG - SANITARY OR WASTE PIPING ABOVE GRADE (SAN) - -SAN- - SANITARY OR WASTE PIPING BELOW GRADE (SAN) - -GW- - GREASE WASTE PIPING BELOW GRADE (GW) OFD - OVERFLOW DRAIN PIPING (OFD) SD STORM DRAIN PIPING (SD) - -SD- - STORM DRAIN PIPING BELOW GRADE (SD) - - - - - - VENT PIPING (V) CW COLD WATER PIPING (CW) HW HOT WATER PIPING (HW) HWR HOT WATER RETURN PIPING (HWR) TIP TRAP PRIMER LINE (TP) FIRE FIRE PROTECTION PIPING (F) FS FIRE SPRINKLING PIPING (FS) GAS NATURAL GAS PIPING (G) -�- FLOW DIRECTIONAL ARROW BALL VALVE (BV) r.� HORIZONTAL SWING CHECK UNION 1-- Y-STRAINER -- REDUCED PRESSURE BACKFLOW PREVENTER (BFP) PIPING DOWN +o -+�+- RISE OR DROP PIPING +0 PIPING UP -OR- PIPING UP & DOWN a CAP ON END OF PIPE CLEANOUT (WALL OR CEILING) (CO) FLOOR CLEANOUT (FCO) I EXTERIOR CLEANOUT WITH 18"x18"x4" CONCRETE PAD (ECO) TWO-WAY CLEANOUT (PROVIDE 18"x24"x4" CONCRETE PAD OUTSIDE) BRANCH CONNECTION OUT OF TOP 11+ BRANCH CONNECTION OUT OF BOTTOM -+T�- BRANCH CONNECTION OUT OF SIDE WYE & 1/8TH BEND BRANCH CONNECTION P WYE BRANCH CONNECTION 0-1+ HOSE BIBB THERMOMETER GAS METER WALL HYDRANT VALVE IN RISE ✓14 ASME TEMPERATURE & PRESSURE RELIEF VALVE VACUUM RELIEF VALVE j ANGLE VALVE El REFER TO KEYED NOTE FLOOR SINK (FS) 13 FLOOR DRAIN (FD) E13- FLOOR DRAIN WITH P-TRAP (FD) FLOOR DRAIN WITH P-TRAP AT 45' ANGLE (FD) C0-- HUB DRAIN (HD) F, L- J ACCESS PANEL FOR TRAP PRIMER © ACCESS PANEL LOCATION SYMBOL r. -1 LAJ SHOCK ABSORBER WITH ACCESS PANEL AIR CHAMBER B.F.F. BELOW FINISHED FLOOR A.F.F. ABOVE FINISHED FLOOR SFU SUPPLY FIXTURE UNITS -DOMESTIC WATER dFU DRAINAGE FIXTURE UNITS -SANITARY WASTE INVERT ELEVATION 1/8' PER FOOT 1/8TH OF AN INCH SLOPE QDELTA CHANGE SYMBOL `O'� ROOF DRAIN O OVERFLOW DRAIN P 4" VTR 1 RISER FLAG PLUr SING t1 ATERIAL LIST ABOVE GRADE. INSIDE BUILDING SANITARY WASTE AND VENT PIPING SHALL BE NO -HUB CAST IRON SYSTEM CONFORMING TO CISPI. STANDARD NO. 301-75. NEOPRENE GASKETS SHALL CONFORM TO ASTM STANDARD C564-75, OR, DOMESTIC WATER PIPING SHALL BE DRAWN (HARD) COPPER WATER TUBE, TYPE "L", ASTM B88, WITH WROUGHT COPPER FITTINGS, ANSI 816.22 AND 95-5 SOLDER JOINTS. ..............................BUIL .................D....ING .. IN ............................................................ ... BELOW GRADE. SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 DWV POLYVINYL CHLORIDE PIPE AND FITTINGS CONFORMING TO ASTM-2665 WITH SOLVENT WELDED JOINTS. DO NOT USE IN AIR SUPPLY OR RETURN PLENUMS, AND OR WHERE FIRE RATED WALLS, PARTITIONS, OR FLOORS ARE PENETRATED. DOMESTIC WATER PIPING SHALL BE ANNEALED (SOFT) COPPER WATER TUBE, TYPE "K", ASTM B88, WITH NO JOINTS OR FITTINGS BELOW SLAB. ELECTRIC WATER HEATER ITEM TOTAL GALS. PER HR. STORAGE ELECTRICAL STORED MANUFACTURER NO. KW RECOVERY RATE CAPACITY REQUIRED WATER COMMENT ' I (GALLONS) INPUT 100F RISE (G ) TEMP ....................... ................... d........................................... ............................... ............................... ...................... EWH-1 24 `:. 49 50 208V, 30 ................................................................................ 140' A 0. SMfTH MODEL DSE-50 NOTES: PROVIDE HOT WATER EXPANSION TANK DOWNSTREAM OF CHECK VALVE ON COLD WATER SUPPLY. WATTS DETA-12 PULP SCE �EDULE ITEM DESCRIPTION TYPE GPM HEAD H.P VOLT/ MAX MANUFACTURER NO. FEET I MIN. PHASE RPM I AND MODEL CP-1 CIRCULATION IN -LINE 5 11.8 1/25 120/1 2400 GRUNDFOS PUMP BRONZE I UP15-18BUC7 TIrG VALVE SC EDU�EM ITEM TEMP. TEMP. MIN. DES. VALVE THERM- UNION PRESS MANUFACTURER/ NO. IN OUT FLOW FLOW FINISH OMETER CONN. DiFF. MODEL DEG. F DEG. F GPM GPM TMV-1 140 110 0.5 15 RB YES YES 5 SYMMONS TEMPCONTROL 6-500A SHOCK ARRESTOR SCHEDULE P.D.I. SYMBOLS FIXTURE UNITS: ......................------ CHAMBER LENGTH -- -------- ----- ... .............. SWEAT CONNECTION: :.. _. A❑ 1-11 , 9-5/8" 1/2" © 12-32 11-3/4" 3/4" © 33-60 14-11/16" 1" D❑ 61-113 12-3/8" 1" 0 114-154 15-3/8" 1" .....................................................,..................................................................................................................................................................................... FQ 155-330 17-3/8" 1" PLUL DING FIXTURE SCHEDULE TYPE: WC-1 (A.D.A. COMPLIANT) DESCRIPTION: WATER CLOSET, FLOOR MOUNTED 12" ROUGH -IN, WHITE VITREOUS CHINA, 1.28 GALLON PER FLUSH SIPHON JET ACTION, 16-1/2" HIGH ELONGATED CLOSET BOWL WITH CLOSE -COUPLED TANK AND BOLT COVERS. TANK TO BE CONFIGURED WITH TRIP LEVER LOCATED ON LEFT SIDE OR ON RIGHT SIDE IN ORDER TO MEET T.A.S. REQUIREMENT THAT FLUSH CONTROLS BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA. TOTO ELONGATED TOILET MODEL # CST744SL. SEAT: ELONGATED OPEN FRONT WHITE PLASTIC SEAT WITH SELF- SUSTAINING CHECK HINGES. TOTO MODEL # SC534. SUPPLIES: 1/2" I.P.S. X 3/8" O.D. CHROME PLATED LOOSE KEY STOP VALVE WITH ESCUTCHEON AND 3/8" COMPRESSION CHROME PLATED FLEXIBLE RISER. MCGUIRE 2166LK. ROUGH IN 4" WASTE, 2" VENT, 1/2' COLD WATER. REFER TO ARCHITECTURAL ............... DRAWINGS FOR HEIGHT REQUIREMENTS. .................................................................................................................................................................. TYPE: L-1 (TA.S. COMPLIANT) HOT AND COLD WATER DESCRIPTION: LAVATORY, WALL HUNG, VITREOUS CHINA, 20" X 18" WITH REAR OVERFLOW AND CONCEALED ARM SUPPORTS, THREE FAUCET HOLES ON 4' CENTERS. ZURN Z 5318. FAUCET: 8" WIDESPREAD, 4" CHROME PLATED WRIST BLADE HANDLES, QUARTER TURN CARTRIDGES, 5" CHROME PLATED BRASS SPOUT. ZURN' Z-831R4-ICT STRAINER: 1-1/4" 17 GAUGE CHROME PLATED BRASS GRID STRAINER WITH TAILPIECE. MCGUIRE #155A. P-TRAP: 1-1/4" 17 GAUGE CHROME PLATED HEAVY CAST BRASS TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON PLATE. MCGUIRE 8872. SUPPLIES: 1/2' I.P.S. X 3/8" O.D.CHROME PLATED LOOSE KEY STOP VALVE WITH ESCUTCHEON AND 3/8 COMPRESSION CHROME PLATED FLEXIBLE RISERS. MCGUIRE 2165LK. CARRIER: RECTANGULAR STEEL TUBING UPRIGHTS WITH WELDED 4" SQUARE BASE ANCHORED TO CONCRETE WITH (4) 1/2" BOLTS, ADJUSTABLE SLEEVE, THREADED CONCEALED ARMS, ALIGNMENT BAR, LOCKING DEVICE, AND LEVELING SCREWS. ZURN Z-1231. ROUGH -IN: 2" WASTE, 2" VENT, 1/2" HOT AND COLD WATER. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHT REQUIREMENTS. TYPE. SK-1 - EXAM SINK DESCRIPTION: SINK, COUNTER MOUNTED, SELF -RIMMING, 18 GAUGE TYPE 304 STAINLESS STEEL, 29" X 18" X 6" DEEP, DOUBLE COMPARTMENT WITH FAUCET DECK. THREE FAUCET HOLES ON 4" CENTERS. ELKAY LRAD-2918. FAUCET: CHROME PLATED BRASS DECK MOUNTED FITTING WITH 8" SWING SPOUT AND 4" WRIST BLADE HANDLES ON 8" CENTERS. QUARTER TURN CERAMIC DISC OPERATING CARTRIDGES, VANDAL RESISTANT 2.2 GPM AERATOR. ZURN Z-831 B4-ICT-2F. STRAINER: TWO HEAVY DUTY CHROME PLATED BRASS FLAT GRID STRAINERS, 1-1/2" CHROME PLATED BRASS OFFSET TAILPIECES. MCGUIRE 149. P-TRAP: 1-1/2" END OUTLET 16" CENTERS 17 GAUGE CONTINUOUS WASTE WITH CAST BRASS TEE. MCGUIRE 111C16G17. 1-1/2" 17 GAUGE CHROME PLATED CAST BRASS TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON PLATE. MCGUIRE 8912. SUPPLIES: 1/2' I.P.S. X 3/8' O.D.CHROME PLATED LOOSE KEY STOP VALVE WITH ESCUTCHEON AND 3/8 COMPRESSION CHROME PLATED FLEXIBLE RISERS. MCGUIRE 2165LK. ROUGH -IN: 2" WASTE, 2" VENT, 1/2" HOT AND COLD WATER. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHT REQUIREMENTS. TYPE: SK-2 (TA.S. COMPLIANT) - BREAK ROOM DESCRIPTION: SINK, COUNTER MOUNTED, SELF -RIMMING, 18 GAUGE TYPE 304 STAINLESS STEEL, 29" X 18" X 6" DEEP, DOUBLE COMPARTMENT WITH FAUCET DECK. THREE FAUCET HOLES ON 4" CENTERS. ELKAY LRAD-2918. FAUCET: CHROME PLATED BRASS DECK MOUNTED FITTING WITH 8" SWING SPOUT AND 4" WRIST BLADE HANDLES ON 8" CENTERS.QUARTER TURN CERAMIC DISC OPERATING CARTRIDGES, VANDAL RESISTANT 2.2 GPM AERATOR. ZURN Z-831 B4-ICT-2F. STRAINER: TWO HEAVY DUTY CHROME PLATED BRASS FLAT GRID STRAINERS, 1-1/2" CHROME PLATED BRASS OFFSET TAILPIECES. MCGUIRE 149. P-TRAP: 1-1/2" END OUTLET 16" CENTERS 17 GAUGE CONTINUOUS WASTE WITH CAST BRASS TEE. MCGUIRE 111C16G17. 1-1/2' 17 GAUGE CHROME PLATED CAST BRASS TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON PLATE. MCGUIRE 8912. SUPPLIES: 1/2' I.P.S. X 3/8" O.D.CHROME PLATED LOOSE KEY STOP VALVE WITH ESCUTCHEON AND 3/8" COMPRESSION CHROME PLATED FLEXIBLE RISERS. MCGUIRE 2165LK. ROUGH -IN: 2" WASTE, 2" VENT, 1/2" HOT AND COLD WATER. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHT REQUIREMENTS. TYPE: SK-3 - HAND SINK DESCRIPTION: SINK, COUNTER MOUNTED, SELF -RIMMING, 18 GAUGE TYPE 304 STAINLESS STEEL, 13" X 16" X 6" DEEP, SINGLE COMPARTMENT WITH FAUCET DECK. THREE FAUCET HOLES ON 4" CENTERS. DRAIN OUTLET OFF -CENTER TO REAR OF BASIN. ELKAY LRAD-1316. FAUCET. CHROME PLATED BRASS DECK MOUNTED FITTING WITH 11" HIGH GOOSENECK SPOUT AND 4" WRIST BLADE HANDLES ON 8" CENTERS. QUARTER TURN CERAMIC DISC OPERATING CARTRIDGES. VANDAL RESISTANT 2.2 GPM AERATOR. CHICAGO MODEL 786-E3XK-E3VPJK- CP. STRAINER: HEAVY DUTY CHROME PLATED BRASS WIDE TOP GRID SINK STRAINER, 1-1/2' CHROME PLATED BRASS TAILPIECE. MCGUIRE 152. P-TRAP: 1-1/2" 17 GAUGE CHROME PLATED CAST BRASS TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON PLATE. MCGUIRE 8912. SUPPLIES: 1/2" I.P.S. X 3/8" O.D. CHROME PLATED QUARTER TURN BRASS BALL VALVE WITH CONVERTIBLE LOOSE KEY HANDLE, ESCUTCHEON AND 3/8" COMPRESSION CHROME PLATED COPPER FLEXIBLE RISER. MCGUIRE BV2165. ROUGH -IN: 2" WASTE, 2" VENT, 1/2' HOT AND COLD WATER. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHT REQUIREMENTS. TYPE: MS-1 (NON -COMPLIANT) DESCRIPTION: SINK, FREESTANDING, SINGLE COMPARTMENT, 16 GAUGE TYPE 304 STAINLESS STEEL, 36" X 24" X 12" DEEP. 8" HIGH BACKSPLASH WITH (2) FAUCET HOLES ON 8" CENTERS. (4) GALVANIZED TUBULAR LEGS WITH 1" ADJUSTABLE PLASTIC BULLET FEET. STAINLESS STEEL BASKET DRAIN WITH 1-1/2" IPS OULET. ADVANCE TABCO 6-41-36. FAUCET: CHROME PLATED BRASS FAUCET WITH INTEGRAL CHECK STOPS, VACUUM BREAKER SPOUT WITH BUCKET HOOK AND 3/4" HOSE THREAD OULET. VANDAL RESISTANT HANDLES, ADJUSTABLE TOP BRACE. ZURN MODEL Z-841M1-RC. STRAINER: BASKET DRAIN AND TAILPIECE INCLUDED WITH SINK, SEE ABOVE. P-TRAP: 1-1/2" 17 GAUGE CHROME PLATED CAST BRASS TRAP WITH CLEANOUT AND EXTENSION TO WALL WITH ESCUTCHEON PLATE. MCGUIRE 8912. SUPPLIES: 1/2" I.P.S. X 3/8" O.D. CHROME PLATED, COMMERCIAL PATTERN QUARTER -TURN BALL VALVE WITH CONVERTIBLE LOOSE KEY HANDLE, ESCUTCHEON, AND 3/8" COMPRESSION CHROME PLATED FLEXIBLE RISER. MCGUIRE BV2165. ROUGH -IN: 2" WASTE, 2" VENT, 1/2" HOT AND COLD WATER. REFER TO .................................................................................................................................................................................................................................................. ARCHITECTURAL DRAWINGS FOR HEIGHT REQUIREMENTS. TYPE: WH-1 DESCRIPTION: WALL HYDRANT, CONCEALED BOX TYPE, 3/4" NON -FREEZE, CHROME PLATED BRASS FINISH WITH ANTI -SIPHON VACUUM BREAKER AND LOOSE TEE KEY. INSTALL WITH BOTTOM OF BOX 24' A.F.F. WOODFORD MODEL B65. ROUGH -IN: 3/4" COLD WATER TYPE: - .._......_�TMV ._.._._.........._-.......... DESCRIPTION: THERMOSTATIC MIXING VALVE. SCHEDULED ON DRAWINGS. ................................................................................................................................................................................................................................................... TYPE: FD-1 SERVICE: TOILET ROOMS AND GENERAL USE DESCRIPTION: FLOOR DRAIN, BOTTOM OUTLET CAST IRON BODY, ADJUSTABLE 6" DIAMETER NICKEL BRONZE STRAINER WITH VANDAL PROOF SCREWS, 1/2" TRAP PRIMER TAP. PROVIDE CLAMPING DEVICE FOR DRAINS IN MEMBRANE FLOOR AREAS. ZURN ZN-415B-VP-P. ROUGH -IN: REFER TO FLOOR PLANS FOR SIZES. COORDINATE FINAL LOCATION AND INSTALLATION WITH ARCHITECTURAL DRAWINGS / FLOOR CONSTRUCTION. TYPE: FCO DESCRIPTION: FLOOR CLEANOUT, CAST IRON BODY WITH THREADED ADJUSTABLE HOUSING, FERRULE WITH TAPERED BRASS PLUG, AND ROUND SCORIATED NICKEL BRONZE COVER. PROVIDE CARPET MARKER ................................................................................................................................................................................................................................................... WHERE REQUIRED. ZURN-ZN-1400-BP. TYPE: ECO DESCRIPTION: EXTERIOR CLEANOUT TO GRADE, CAST IRON BODY WITH THREADED ADJUSTABLE HOUSING, FERRULE WITH TAPERED BRASS PLUG, AND ROUND SCORIATED CAST IRON TRACTOR TYPE COVER WITH SECURITY SCREWS. IF LOCATED IN ASPHALT OR DIRT PROVIDE 18" X 18" X 6" CONCRETE PAD. ZURN-Z-1400-BR-VP. TYPE: BFP-2 - 2" AND LARGER DESCRIPTION: BACKFLOW PREVENTER, REDUCED PRESSURE ZONE TYPE, TWO IN -LINE CHECK VALVES WITH AN INTERMEDIATE RELIEF VALVE, TWO NON RISING STEM SHUT -OFFS AND TEST COCKS, PROVIDE AIR GAP WITH DRAIN PIPE TO NEAREST FLOOR DRAIN. WATTS 909-FDA. NOTE: MOUNT UNIT AT 4'-0" ABOVE FINISHED FLOOR. NOTES: PROVIDE INSULATION KITS ON ALL LAVATORIES AND SINKS REQUIRED TO BE TA.S. ACCESSIBLE. ALL FIXTURES AND FINAL INSTALLATIONS SHALL COMPLY WITH THE STATE ACCESSIBILITY STANDARDS REQUIREMENTS. REFER TO BOOK SPECIFICATION FOR A LIST OF APPROVED EQUAL MANUFACTURERS THAT CAN BE SUBMITTED IN LIEU OF THE MANUFACTURERS AND MODEL NUMBERS OF THE FIXTURES AND EQUIPMENT LISTED IN THE ABOVE FIXTURE SCHEDULE. REFER TO SPECIFICATION SECTION 01600 FOR PRIOR APPROVAL REQUIREMENTS. KME PROJECT f XXXXXXXX HOUSTON I DALLAS/FT. WORTH I BATON ROUGE WILLIAMSON GROUP ARCHITECTS ARCHITECTURE PLANNING INTERIORS I OG EA5T 2Gth STREET, BRYAN, TEXAS 77803 979-775-1778 A NEW BUILDING FOR CRT - CS Mod Clinic 2849 BARRON ROAD COLLEGE STATION, TEXAS 77845 A DEVELOPMENT OF CAPROCK I TEXAS I 10 Lincoln Ste 103 College Sta. Tx 77640 979-307-032 1 COPYRIGHT: 2012 WILUAM50N GROUP ARCHITECTS I OG EAST 2Gth STREET, BRYAN, TX 77503 WORLD RIGHTS RESERVED NO PART Of THI5 DOCUMENT MAY BE STORED IN A RETREIVAL 5Y5TEM, TRANSMITTED, OR REPRODUCED IN ANYWAY, INCLUDING BUT NOT LIMITED TO PHOTOCOPY, PHOTOGRAPH, MAGNETIC OR OTHER RECORD, WITHOUT THE PRIOR AGREEMENT AND WRITTEN PERM155ION OF WILLIAM50N GROUP 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 (281) 664-1900 I REGISTRATION N F-4111 SHEET tk 1 2 3 4 5 6 7 Env- ..erl 103'-102' 2501 Ashford Drive, Suite 102 College Station, Texas 77840 P.O. Box 10763, 77842-0763 74' 6'-9" --- 21'-24" 22'-9" 24' 11'-8" 16'-34" 7��� 979.680.8840 (Phone) 979.680.8841 (Fax) 2 www.gessnerengineering.com 2 1 S5.1 rim Firm Registration Number: REF: 7/S5.1 REF: 8/S5.112/36 PIER: REF 9/S5.1 55.1 S5.1 ti F-7451 A-------- ,- —— — — — — — — ------ — — — — — — rl N �I I I I I I I I z o I I I I I i I x�i . i I I I I? I I I I I i I MATTHEW W. COWEN i I 0' I I I I 3 I i I i o= I I I I 3 104595 III I I III I I III I I III s5.1 III I °�ss!ceNs� ��� S5.1 p•� -----`------- ----- r �1--� `---- — ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ ----- --- -- -- — — — — — — — — — — — ,{-- — — — — — — — — — — — — -- — — — — — — \`\w\ 1 f 1( f i 3 I I I I I I s5.1 2 I S5.1 III TN 3 FOR III I I III I I III III I s5.1 I I I s5.1 I I I I I I I I I I 3 I I I CONSTRUCTION II II I I I II I I 3 I I I II s5.1 I I I I J S5.1 ----- / `\--_------_—� `---_------ /--_-------- �---__----_-----/ — — — — — — — — — — � ------ — — — — — — � — — — — — — — — —— �'i f rb� �N ' I II Ii II II II I II iI #4@16" 1 OCEW I I I I I I I I 2 00 [3.2 — I I I #5 BAR 12'-0" LONG IN I s5.1 3 III I i III I III III TOP OF SLAB. BEND41-' I - + I I 55.1 i I I I I I I I I AND TIE BEHIND zo ANCHOR BOLTS, TYP. 3 I I I I AT COLUMN LOCATIONS I s5.1 i I I I I I I I I I I I -ti I I I I I I I 11 :...: :.�,:.,... 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IN 2 L CATIONS ip �.: t ` Q Issue Date: zo � 08/13/12 t Project Number. 12-0118 1Q,' S5.1 15' 5 -10 22 9 I 24 11 8 I— 16 3� 74 3 r '` Drawn By: 1., " 4 VERIFY 2 BMH M 3„ « Checked By: 34 103'-102„ N D M M •� : -14 a Revision: LtS �r 1l U� FOUNDATION PLAN SCALE 3/s" = V-0"LU wLU "w t UCC trrS �V Q-' FOUNDATION PLAN -- TOTAL FOUNDATION SQUARE FOOTAGE: 6041 FT^2 Sheet: 1 Of 2 REMOVE A MIN 1'-0" OF EXISTING SOIL AND REPLACE WITH A MIN 2'-0" OF SELECT FILL PRIOR —14 TO CONSTRUCTION AS BARS @ 16" OCEW PER SOIL REPORT, TYP. e n e If LO . 4 6 MIN TYP.—/\\�\\�\\�\\/\\/ / / /./ // .. • �2 - #6 BARS � / TIES @ 24" C-•C _ \i, .vti♦vCM VAPOR RETARDER f10 MIL. MINIMUM do e / 3 - #6 BARS SECTION NTS SEE PLAN BEGIN SLOPE 1'/," x 7Ya " BARS @ 12" OCEW (SEE PLAN) I BRICK POCKET LO 2 - #6 BARS \/! #3 TIES @ 24" C-C N VAPOR RETARDER 10 MIL. MINIMUM 3-#BARS 5 SECTION NTS GLACE SLIP COVERS DN VERTICAL STEEL & EXTEND 24" INTO 3RADE BEAM \ PLACE BOND BREAKER \_OR OIL TOP OF PIER PRIOR TO PLACEMENT OF BEAM CONCRETE 3 TIES @10" C-C 311 4-#6 BARS BEAR PIERS IN BROWN SANDY CLAY @ 12' BELOW EXISTING GROUND SURFACE �--12" ~i 36" (D-IN 313PIER SEE PLAN FOR SLOPE LO j e e ' \/10/ 1.. GENERAL FOUNDATION NOTES 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF SEE PLAN 3000 PSI AT 28 DAYS AND SHALL HAVE AN APPROVED AIR, BEGIN SLOPE ENTRAINMENT AGENT. FLY ASH MAY BE CONSIDERED AT THE 1'/,' x 7 Y4� BARS @ 16" OCEW BARS @ 16" OCEW (SEE PLAN) BARS @ 16" OCEW DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATURE AT THE BRICK LEDGE 1 4'4 TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70 DEGREES n ,:. _ - FAHRENHEIT '.: a' °' h .. •a • . .. .. e... e _ try ,e .. a .° �' ..° C-A ,a`°2. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE``ALT. #3 12" OCEW IN ADDITION TO THE TOP BEAM OR CANTILEVER #6 BARS �//e, 2 - #6 BARS �/ \-,\ \ \ �\ \ ° .. Y BARS1;bbA.\.... �.>.... \%//\//\//%/// .. / �.�. REINFORCEMENT SHOWN IN THE SECTIONS, - _ /\/\\/\/ \\ #3 TIES 24" C-C _ \/\/\/\ ,a' �#3 TIES -14" C-C _ 3. ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH , #3 TIES @ 24 C C w /\//\//\//\// @ \//\//\//\// / r, N \VAPOR RETARDER/\\/\ °' /\\/ VAPOR RETARDER \/\\/\\/\\ :°. \/\� VAPOR'RETARDER ``' BEAM SHALL BE REINFORCED AS SHOWN ON THE BEAM DETAILS. � /� a �i\/\/ r r 4. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY 10 PAIL. MINIMUM \\/\\/\\/ /\\ 10 MIL. MINIMUM /\//\//\/ : ' �.' \/�;10 MIL. MINIMUM NO. 3 STIRRUPS AS INDICATED AND SPACED AT NOT MORE THAN 2 2501 Ashford Drive, Suite 102 /\�,. \/r: r \\/\�\/ /\.., College Station, Texas 77840 \\/\ .��\`' 3 - #6 BARS \\\ \\\ ° e y 3 - #6 BARS /\\//\� ,; ' ., ' : �� ' 3 :46 BARS FEET ON CENTER. 77842-0763 //\ a ////// /\/ //\\//\\/ 5. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS P.O. Box 10763, \�\'j 979,680,8840 (Phone) />\ OR MASONRY BRIQUETTES AT NOT MORE THAN 6 FEET ON CENTER. 979,680.8841 (Fax) 6. REINFORCING BARS WILL BE SECURED AT EVERY OTHER `\I www.gessnerengineering.com I--1'-0"� f--1'_0„� INTERSECTION. Firm Registration Number: --1'-0"--i 7. LAPS AND SPLICES IN REINFORCING BARS WILL BE A MINIMUM OF F-7451 30 BAR DIAMETERS. 8. EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE SECTION SECTION SECTION INCREASED AS NECESSARY TO PENETRATE A MINIMUM OF 12 (MA�T F 3 NTS 4 NTs ,., ' , INCHES BELOW GROUND. WEN ..9. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6%'`°�INCHES WHERE CONFLICTS WITH PLUMBING LAYOUTS OCCUR.��E' �z10. SLAB DROPS WILL REQUIRE THAT THE BEAMS INTERSECTED BY E..... CO... r "'a�• THE DROP BE DEEPENED BY THE SAME AMOUNT WITH TRANSITIONS moo. 104595 (4) 36" LONG #5 BARS (4) 36" LONG #5 BARS ,1 IN DEPTH OCCURRING OVER A 1 TO 12 SLOPE. � '1!�ENs1. BENT W/ 18" LEGS BENT W/ 18" LEGS '., ` . " ss/o 11. THE AREA UNDERNEATH THE SLAB AND 3 FEET BEYOND SHALL N^L ((2) TOP & BOTTOM) ((2) TOP &BOTTOM) BE STRIPPED OF VEGETATION AND OTHER ORGANIC MATTER TO A • MINIMUM DEPTH OF 6 INCHES BELOW EXISTING GRADE 12 ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A ..' MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM `'' ' `'' PLASTICITY INDEX SHALL BE 5 ALL FILL SHALL BE PLACED IN FOR MAXIMUM LIFT THICKNESSES OF SIX (6) INCHES. EACH LIFT SHALL BE CONSTRUCTION .Y ,,P ' f •lA,,�,r. COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D-69$) • '. }• ,t, t AT A MOISTURE CONTENT -2% TO +2% OF OPTIMUM. 13. WHERE LOT SHAPES REQUIRE BEAMS TO BE 4'-0" TO 5'-0" DEEP, A • ,•` HORIZONTAL NO. 5 BAR SHALL BE ADDED TO EACH SIDE OF THE BEAM AT MIDHEIGHT. FOR DEPTHS OF 5'-0" TO 6'-0", TWO HORIZONTAL NO. 5 BARS SHALL BE ADDED TO EACH SIDE OF THE BEAM AND EQUALLY BRICK LEDGE BARS @ 16" OCEW� :A"' SPACED VERTICALLY. FOR BEAMS DEEPER THAN 6'-0" THE ENGINEER SHALL BE CONTACTED FOR SPECIAL DESIGN. PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIOR PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIOR 14. A 4 INCH PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED 8" THICKEN SLAB ' LO BEAM INTERSECTIONS. BEAM INTERSECTIONS. UNDER THE SLAB. e a n d \ 44 /% 15. A VAPOR RETARDER SHALL BE PLACED UNDER ALL CONCRETE SLAB, THE � THIS IS A SCHEMATIC ONLY SEE BEAM SECTIONS FOR THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FOR VAPOR RETARDER SHALL BE A MINIMUM OF 10 MIL. TEARS IN THE VAPOR 2 \i\//\ 12" MIN.\/\//\ 12//\//\//\//\//\//\//\//\//\//\// ACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN) ACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN) RETARDER SHALL BE REPAIRED WITH APPROVED MASTIC OR \\%\\�\� �• �. \\`r\'\`\\\\`\\\\\�\\�\\�\\r\/�\`\\/j MANUFACTURE TAPE. THE VAPOR RETARDER SHALL BE CONTINUED OVE �AM�C p pp�^�THE OUTER EDGE AND TACKED TO FORM. CT I O N B EORNER 8 BEAM INTERSECTION 16. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND 6 NTS 7 NTS NTS STANDING WATER PRIOR TO POURING CONCRETE. 17. STRUCTURAL DRAWINGS TO BE COORDINATED W/ �—>< - ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS, INSERTS, AND RELATED ITEMS. 18. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM w AND SHALL BE VERIFIED WITH THE FLOOR PLAN AND THE OWNER W NOTIFIED IF DISCREPANCIES EXIST. W% 19. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE O FOUNDATION SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TO CONCRETE PLACEMENT. Q O 20. FOUR CORNER BARS SHALL BE SECURELY TIED TO THE 1..�• 0 INTERSECTING BEAM BARS AT ALL EXTERIOR BEAM INTERSECTIONS. THEY SHALL BE NO, 5 BARS BENT TO A RIGHT ANGLE WITH 1'-6" LEGS. SEE (2) CORRESPONDING DETAILS. J Z 21. BASED ON ACI 318, SECTIONS 7.2 & 7.3, ALL BARS SHALL BE COLD BENT < O WITH A MINIMUM INTERNAL BEND RADIUS OF 6 BAR DIAMETERS EXCEPT STIRRUPS AND TIES, WHICH SHALL BE GREATER THAN 4 BAR DIAMETERS IN REGARD TO INTERNAL BEND RADII. BENDING SHALL NOT BE DONE IN FIELD U.N.O. 0 W 22. FOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED L.l.. BY GESSNER ENGINEERING ON MARCH 19, 2012. W < 23. FOUNDATION LAYOUT BASED ON PLANS PROVIDED BY STRAIGHT LINE METAL BUILDINGS ON JULY 31, 2012. 2 co W CONCRETE PROTECTION FOR REINFORCEMENT THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT FOR CAST -IN -PLACE CONCRETE CONSTRUCTION: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THRU NO. 18 BARS 2 INCHES NO 5 BARS & SMALLER 1.5 INCHES CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS NO. 14 & NO. 18 BARS 1.5 INCHES NO 11 BARS & SMALLER 0.75 INCHES BEAM, COLUMNS: PRIMARY REINFORCEMENT, TIES, 1.5 INCHES STIRRUPS, SPIRALS THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE THE DIAMETER OF THE BAR, BUT NOT LESS THAN ONE (1) INCH. NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGER THAN: A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, NOR B. 1/3 THE DEPTH OF SLABS, NOR C. 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS. 2 O C.0 (3) J q':1- O 00 C\JU Issue Date: 08/13/12 Project Number: 12-0118 Drawn By: BMH Checked By: DMM /Revision: A 0 • a Q DETAILS Sheet: 2 of 2 NOT TO SCALE DEVELOPER: CAPRO CIS TEXAS JESSE DURDEN, PRESIDENT 110 LINCOLN AVE., SUITE 103 COLLEGE STATION, TEXAS 77840 OWN ER: DUNLAP FAMILY TRUST JILL MARY DUNLAP, TRUSTEE 3104 BROADMOOR DRIVE BRYAN, TX 77802 111� -AL-VA �I1 �!1� s �11 11l �Il � 9 D u �, A.A111 � Cal � � Jli y D AV�IL�N-,�1 � AIL � J � JIL aIL� 11l aIL � �I11V�IL � AIL b 0 v V, L'j 1\ 411 ki i w � A R 11L C M D C L -111 �I I�S R 0 C-N 11�1 S IUBD I V I S 10 --N 10-1 r- r- -1" r- -I -I V c--1 s , -1-1-i -1 A -.!A-j V-7 TBPE FIRM REGISTRATION N( 2730 LONGMIRE, SUIT COLLAGE STATION, TEXAS 979.764.3900 ..k...•............•.•.....::�.. .JOSEPH ........... _ 658rr r- 0 Ji "JEoi F-12327 CHULTZ ENGINEERING, LLC. THE SEAL. APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ. P.E. #65889 ON JUNE 2Z 2012 ISSUED FOR CONSTRUCTION ). 12327 A '17t345 y � SCHEDULE or SHEETS SHEET 1 SITE PLAN SHEET 2 GRADING & DRAINAGE PLAN SHEET 3 GRADING & DRAINAGE PLAN SHEET 4 PAVEMENT PLAN SHEET 5 EROSION CONTROL & UTILITY PLAN SHEET 6 TxDOT DRIVEWAY PLAN SHEET 7 BARRON ROAD TRAFFIC CONTROL PLAN SHEET L1 LANDSCAPE PLAN Ld 10' P.U.E. 15' P•U.E. / / 8305/233 8305/233 / / / SONOMA - PHASE 1 N/F/ PLATTED VOL. 8305, PG. 233 EXISTING STORM SHANNON WALTON / / 10' P.U.E. 8502/285 I\ z SEWER INLET ZONED R-1 ✓� PROPOSED W ! \ • : PROPOSED 18" HDPE �i / N/F I I N/F \ " / N/F JENNIFER & RAOUL ROLFES ANITA WHITLEY 18 RCP PUBLIC PRIVATE STORM 1 1 in ILSE & JARED PORRAS \ ,,,• STORM SEWER PIPE SEWER PIPE / ZONED R-1 ZONED R-1 I I ZONED R-1 PROPOSED `+ _ _ PROPOSED / 10' P.U.E. I I 10' P.U.E. LEFT TURN ��� & 15' BUFFER BUFFER, WALL -T J r - '- - - '- - - -- - -- - 8305/233 8502/285 LANE (SEE \ -- _--"--`_.-.--~--- --_J L _ PAVEMENT S450 57' 15"E - 348.45' - `- PLAN) ; / 4�YI 1 _ Ile PROPOSED\ I 7.5' SIDE / / SETBACK / 10 P.U.E. JUNCTION BOX \ \ I ! Sr r �j / / / / LOT 2 / / • _ J JONAINAN & 146' N i ti� �� '��-- �r •.: , •.: ., / / / � � -- -' BRION PAMPELL \ Q- S Z_ G / PROPOSED ZONED R-1 \ -3� :''• : DETENTION POND I 0 ,• PROPOSED / PROPOSED �? Cb. .� / ... F ; '. ' POND OUTLET / / STANDARD yam/ STRUCTURE ,� FLUME SECTION i \\ I y ►:?� 1PROPOSED / 0'WIDE / / ! .- --- `" r ! _� BRENNAN PATRICK CONC. FLUME / �'' I 1 BAJDEK 15 P.U.E. xm m H m em !� / ZONED R--1 1-1 27' .►. J I DISTURBED AREA I I / I O co j �' •�/ LIMITS �. [If C5♦ / \ v I 3~ / / / / / / 3e -'' MICHAEL & KIMBERLY \ o) / / �� H. GUESS O Ir \\ i j \\ rI � // �� + ZONED R-1 U 'f �J4� j / \ j I I / / LOT 2. BLOCK 1 /'� m I ! \ 15' REAR ! I v / / / SETBACK PROPOSED " "k� • I \ R72 ! I I / / - -1 / / LOT 2 SONOMA - PHASE EWER LI E - +x�r-I r ` T / / ` + PLATTED VOL. 8502, PROPOSED PG, 285 TRANSFORMER I f ' \ e� , ✓ PROPOSED i 10' P.U.E. PAD PER CSU i I ELECTRICAL PULL BOX I 5' P.U.E. PRIVATE CROSS > UNDERGROUND SPECIFICATIONS 10' P.U.E. SUZANNE " / 7.5 SIDE / AND DETAILS / oa I JOSEPH MCHUGH PER CSU PLANS / ACCESS EASEMENT ELECTRIC LINES .� , AND SPECIFICATIONS / I (2-4 CONDUITS, STUB OUT I SETBACK � � � 1� � t� � � ( I ZONED R-1 �'� \h�� �a�I�s�s�a c2minVEc��1ImM0 LOT 3-4" CONDUITS co I 25' FRONT CO 1 I � p• � I / FOR LOT 2) SETBACK 2 �I .1 -�--1 T_ - -- ----• UE UE / / I / UE:'--------LIE r PROPOSED UE y N52° 07 02" - 2 MANHOLE ' ' (2) i E-- I j - PROPOSED I PROPOSED INTERIOR PROPOSED !\ r� v 338! 1 -- It I SEWER 336� 486 SF m -�` 'DUMPSTER PAD (6" THICK) ._ _ ^ UNDERGROUND / 10' P.U.E. SERVICE - W/6 SCREEN FENCE 10 P.U.E. ELECTRIC LINES / + I _ '\ S \. ,.R, i •. � 15' REAR / (2-4` CONDUITS) I 8502/285 \\ i 5 I I ram. a LOI SETBACK / I R� I j I \ !'' �. 0 .�. • .,�' . ::... ; PROPOSED I "• i ' ..o �::. 10' P.U.E. ! b / CITY OF + R,�S .: �- : •:::: 6 SIDEWALK, '� I o ( 10 U.E. / I N/F COLLEGE STATION Q, , t r\ ) T :,C / 10' P.U.E. AND 18.5' 3�� , • :;.::' `- TMCFAOMMY D. DRAINAGE ESMT. TYP. 3 h f- r : �;.•t:;,.;_ PROPOSED j / I MCFALL / �,y '� ELECTRIC SERVICE / ZONED R-1 9461 96 ' u 7.5' SIDE ', - - - I (3-e CONDUITS) rSETBACK / I _. .� PROPOSED LOT 2 23 18.5 \ '\ SNP. W/SCREEN FENCE +� LOT 1, BLOCK 1 PROPOSED M IC C NIC I Aga F + FF=341.00 5298 SF \ 7.5' SIDE ` I us No = M 1N T R I 26 BLDG. HT. f 15' SIDE STREET ►' 6' SIDEWALK I / SETBACK 25 P.U.E. SETBACK LOT 1 .Q3 �' " „ PR PROPOSED \ / PROPOSED ® I \ --- ; - 'S - - - II _ - . 6 DRAINAGE - 6 SIDEWALK - - _ i - FIRE HYDRANT ®I -- 1' --- • _ _PIPE • - � \ _ '\ ------- PROPOSED ` j �1 I a / I PRIVATE CROSS �� _ \ a , �` 1 1 /2" WATER R50 ROPOSEACCESS EASEMENT PD ;, SIDEWA K 9 f ;p • -;�' sT _ \ SERVICE .: ••• N/F 'ACCESSIBLE .�. .: '" ; y \ \ / / PROPOSED \ C \ I HOMER J. ACOSTA & ` ROUTE . �,q'' S, , S "� /' I KIMBERLY KOEHLER \ : ' ;�; ; ; • = : PROPOSED, �. _ WATER METER \ ZONED R-1 \ i 3ao� :BIKE RACK \ ; s / I PROPOSED " ADA SIGNAGE WATER LINE - , ro 'S T PROPOSED 8 L PROPOSED BUFFER WALL •INTERIOR ` in ♦ \ �\ I R50 � � •/ 1009 SF \ \ I & 15' BUFFER / I T PROPOSED 4" 20' P.U.E. - 15' SIDE STREET' \ I 697 8/231 - -- - - '- --fir �� �_ _ _ - IRRIGATION •- - - - _. - � � SETBACK EXISTING SLEEVE (TYP.) ~LOT 2 E > `� -- fez- t'Z�M t'� M ..! • . ' tk ► / E- - SIDEWALK b8-M bi;-M , :.° ► ° • �. a .' •i •. ., t�' y •... , ' :f , + A •• \ .►. ,.. •�• i!' PROPOSED 24"•- / C r " " _ R . 4a'j` - . 124. Ns RCP CULVERT ` N49.�14.5 � �• -E `°_ .' E - - - 10°`01 33"V='r PROPOSED f 20' PUBLIC 24 -- -� f W/6 1 S.E.T.SET-- °' - - -- - - �10' MULTI -USE_ -- - ACCESS EASEMENT' 25 FRONT- - - _ PATH / �--� -����! � �� � -a -• -- -- - .- _.. -EXISTING 24" ­= = SETBACK- - -�= - -- - -WATER LINE LOT 1 `- -- _ -ELECTRIC SERVICE ~RISER POLE LOCATION �__ -_. �-._ - __---� RICAL PER CSU ELCT PLAN _ , ±745' 323 -- - _ -•• � -- ` � -SILVER OAK DR. STATE HIGHWAY 40 R.O.W. VARIES EX1S11NG TURN LANE THE SEAL APPEARING ON THUS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JULY 5, 2012. ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 STEEL REINFORCING BARS CONCRETE PAVEMENT ,1 .•' - ' d �'• '� .t ••' .'fie :' .. •� ' _ . . . . . . . . . . . 1 1%-- 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #3 REBAR 0 12" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. * 5" PAVEMENT - USE #3 REBAR 0 15" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821--4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTF.ACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT' VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE AND WELLBORN SUD STAFF. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLET'S ADJACENT TO THE PROJECT SITE. 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KLING ENGINEERING & SURVEYING. 11. EXTERIOR EUILDING 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. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. PROJECT CONTROL TBM 1 1 /2" IRON ROD ELEVATION: 330.116' TBM 2 MON. BRASS DISK ELEVATION: 3313.G97' 10' P.U.E. 6337/277 . JOSEPH P.. SCHULT4 ....................... Y 1 - 'vlYfiL�• 8 J L FIRM # 12327 SCHULTZ ENGINEERING, LLC 1 /4' 3' 2" �4 �= Il[I=IIIIII Ilil--=11�1-=_IJIIIiI- =a1111 =111111=1111 ■■a �I rrr . '' r�(.M•:" ��: r� t.Y. rrr" M.a ME111111� 1010 111111--111 IIIII=lf11=11111= 1111=11111==11111= =illl=111111=1111 =11111L=111�1�a=1111� NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS THE DUNLAP FAMILY TRUST THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF THE HAPRER'S CROSSING SUBDIVISION, PROPERTY IS ZONED PDD. 2. THE DISTURBED AREA FOR THIS PROJECT IS 2.37 ACRES (103,298 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 11-B OF 5,240 SF IS 1,500 GALLONS PER MINUTE. ONE HYDRANT IS REQUIRED. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 11. 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. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS MAP NUMBER 48041 CO200C EFFECTIVE JULY 2, 1992, THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. 13. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL BE PER CONSTRUC71ON DRAWINGS TITLED, "CONSTRUCTION DRAWINGS FOR PROPOSED PUBLIC WATERLINE AND SANITARY SEWER IMPROVEMENTS HARPER'S CROSSING SUBDIVISION." 14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 15. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 16. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 17. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH ,;E CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 18. 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 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 19. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 20. DUMPSTER ENCLOSURE SHALL BE 6' WOOD SCREEN FENCE OR OWNER APPROVED EQUAL MEETING UDO REQUIREMENTS. THE BUFFER WALL SHALL BE 6' STONE FACED CONCRETE BLOCK WALL OR OWNER APPROVED EQUAL MEETING UDO REQUIREMENTS. 21.:LOT 1 & 2, BLOCK 1 OF THE HARPER'S. CROSSING SUBDIVISION ARE PART OF A BUILDING PLOT. EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS S UDk SECTION 7.9D). 22. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR CRT CS MED CLINIC. CSU ELCTRICAL CONTACT- WEL.DON DAVIS ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 33 SPACES PERIPHERAL PARKING: 7 SPACES INTERIOR PARKING: 26 SPACES LANDSCAPE ISLAND REQUIRED: 26 SPACES X 12 = 312 SF LANDSCAPE ISLAND PROVIDED = 775 SF INTERIOR ISLANDS ISLAND f AREA S.F. CALL' AREA S.F. 1 1009 649 2 486 126 TOTAL: 775 SF 12" -� NOTES: 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. TIRE LANE SIGN DETAIL, ..°°. I N.T.S. FIRE LANE MARKINGS 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING 5" STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 6' 7" 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18`) IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN 0 = #4 BARS INCHES HIGH, WITH A COMPANION SIGN TWELVE 0 =:�S/4" X 18" SMOOTH INCHES (12") WIDE AND SIX INCHES (6") HIGH _ XPANSION DOWELS STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL CAI, CURB DETAIL __ BE PAINTED ON A WHITE BACKGROUND WITH -- SYMBOLS, LETTER AND BORDER IN RED. N.T.S. A NEW MEDIPAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLECE STATION, TEXAS 1' LEGEND - - - - -284- = - - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT • PRIVATE ACCESS EASEMENT LOT LINE ME SHE FIRE LANE ST ST ST EXISTING STORM SEWER PIPE -- ST ST ST PROPOSED STORM SEWER PIPE W-4 EXISTING WATER LINE W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE .... --- PROPOSED IRRIGATION SLEEVES E E E E - AERIAL:. ELECTRICAL FIRE:HYDRANT $ GATE VALVES r PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP ®O PROPOSED STORM SEWER JUNCTION BOX PROPOSED POND OUTLET STRUCTURE PROPOSED SIDEWALK .� �.o. SILT FENCE CONSTRUCTION EXIT TREES TO REMAIN M an » 1031 ear ®Im k" 0 DISTURBED AREA LIMITS rrrrrrrr.rwrrrrr ACCESSIBLE ROUTE. PARKING 12"x18" reflective finish metal sign LI\- CA 12"x9" reflective finish metal M yW sign 2x2 galvanized steel tube column cn set in concrete footing. Provide galvanized .steel cap welded a top I 1 of tube. Paint tube and cap. I 1 1 I moo v; I i All characters must be 60" minimum above 8" grade or sidewalk. ADA SIGN DETAIL N.T.S. PAPKRG ANALYI-S REQUIRED PARKING: 5240 SF MEDICAL CLINIC 1 SPACE PER 200 SF 27 SPACES 27 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 19' LENGTH TYP. PROPOSED PARKING: 31 SPACES PARKING 2 SPACE HANDICAP PARKING 33 SPACES TOTAL UTIL" DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 10 GPM MAXIMUM (PEAK) 38 GPM 1" DOMESTIC WATER METER SANITARY SEWER -DEMAND (0 90% OF WATER DEMAND) AVERAGE 9 GPM MAXIMUM (PEAK) 34 GPM 4" SANITARY SEWER LINE 0 5.3% SLOPE FIXTURE UNITS = 77 FIXTURE UNITS ALLOWED = 180 - PIPE SLOPE OK SITE PLA N NOT TO SCALE [I, IC NEW R A C li� I � :1�; n i . CS NED Xo"" LINIC 3.19 ACRES BLOCK 1, LOTS 1 AND:-2; HARPER'S CROSSING SUBDIVISIOkI SCALE: 1 "=30' JUNE 2012 OWNER: SURVEYOR: Dunlap Family Trust JILL MARY DUNLAP, TRUSTEE KLING ENGINEERING & SURVEYING 3104 Broadmoor Drive 4101A SOUTH TEXAS AVE Bryan, TX 77802 BRYAN, TX 77802 (979) 774-3550 (979) 846-6212 DEVELOPER: ENGINEER: CAPROCK TEXAS PRESIDENT JESSE DURDEN, PRESIDENT ENGINEERING, LLC. 110 LINCOLN AVE., SUITE 103 PO Box 11995 College Station, TX 77842 COLLEGE STATION, TX 77840 (979) 307-0321 ' (979)764-3900 SCALE .VERTICAL HORIZONTAL 1:30 PLOTTING SCALE 1:1 FILE NAME: 12-198 I nomm� GRADING CONSTRUCTION NOTES: w 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE, PAVEMENT :OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98Z 'OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM.:D698), AT A MOISTURE wCURB ABOVE THE OPTIMUM MOISTURE CONTENT. 2� .5 2' 5 2' 5 2- CONTENT FROM OPTIMUM MOISTURE CONTENT TO 47 AREAS :OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. r: --j w PIPE & GRATE ADS WYLOPLAST TO BE FLUSH �GRATE FRAME 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND•7. W/PROPOI "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE W/ ADAPTER X\ X \1 GRADE REMOVED AND REPLACED. .3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.12H. N /I 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA PREPARED BY KLING ENGINEERING & TYPICAL 10! CURB OPENING SURVEYING. HOPE OR PVC PIPE N.T.S \HDPE, .1 c 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE PER PLANS Pv TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 67 2 TEE 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. T_ W-i HOPE ORPVC 9D' BEND 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. / i\, �! f� / Jr�� i f� 8. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. NOTE. INLET SIZE IS NOTED IN THE PLAN MEW ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL TYPICAL T CURB OPENING RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. NYLOPIAST DROP -IN GRATE 9. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. APXA DRAIN DETAIL 10. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO N.T.S. ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 11. THE SELECT FILL PAD SHALL NOT EXTEND BEYOND THE FACE OF THE BUILDING FOUNDATION. 12. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD HE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING 10 PREVENT I WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE MATCHLINE SHEET''I'll'' . 7; 1 5 Ur 0 1ZT0Hf'T11PP* THE PLUG SHALL EXTEND TWO FEET BEYOND THT PIPE FACE IN ALL DIRECTIONS. AND A MINIMUM OF TWO FEET THICK. ................ rq ...... ..... 7c TIC CURB CUT] 338.00 33&00 Ile 336.27 �Tc OUTFACE 6" 336.99 PVC 535 DRAINAGE PIPE _Tc 339.35 10' P.U.E. FL = 337.58' P.U.F_ 10, Tc Tc TIC, 339. 0 1�1' 337.80 338.20 - �11 TIC 337 S56 339 4 TOMM' OES zc 336.94 Tc 337.72 N/F TC 337.85 40 TOMMY D. 337.97 Tc T MCFALL 33EL29 TC 339.0 ZONED R-1 0 TIC 336 3 .70 9340.90 340. 10 V-SHAPE DRAINAGE SWALE 6" DEPTH V-SHAPE DRAINAGE 0 0.50% SLOPE SWAI E 6" DEPTH @ 1.09% SLOPE U CA- PROPOSED MEDICAL CLINIC q1b FF=341.00 5298 SF LOT 1, BLOCK 1 , / ITC Tc 26' BLDG. HT. 338 339.10 35 Tw ►339.45 TP 8" DROP IN W&W SONOMA - PHASE 2 .338 C4 INLET ±153 LF OF 6" PVC i \1! 11 PLAITED VOL 8502, PG. 285 CITY OF COLLEGE 339 RIM = 339.80 DRAINAGE PIPE N, PIPE FL = 337.97' -42- CURB CUT STATION 10' P.U.E. TIC 0.5% SLOPE 8" DROP IN INLET DRAINAGE ESMT. Tc 339.20 - 9461/96 .339.31 RIM = 339.50' TIC I- - - - - - - - - L - - - - - PIPE FL = 338.35' 1 M&SO T TO L < M.00 3f TC 10 �3379 a p 339. P JJ9 Tw TIC H t:.. M-74 - 9.65 TC Tc Tw 339.15 09.7r. 339.60 K TIC a Tc 339.8 339.10 340 340 rq 339.03 & Twer 1,34U.70 339.75 Tw 1 __ 0 338.46 339.30 Tp. N/F < < 3 .430, HOMER J. ACOSTA & Tw/TP Te ,.Z40.10- 1w 340 JG 25' P.U.E. KIMBERLY KOEHI ER C) :R:: Tw 339.36 Tc 100 w elf 338.66 TIC Tw 34D.65- - TC 340.0 ZONED R-1 3 3' -S40-.474 1-1.4 339.86 0-22 Tc Z 3 00 TIC 340.5 339-M 0 340.52 12' CURB CUT Tc -34 C:) 340. 4 cr- m TIC TC 30.55 Tc .20 340.70 TIC 0 Tp� a 9.5 \Tc 6, 338170 TC 340.00 -4 Te m Tp TP TP �Tp 33TO /7339.60 1 TIC 339.90 339.80 339.70 339.35 4 339.42 < t - - I TP L A 340. TIC 9.99 \1 m 339.9 338.87 TIC 50 340.35 CURB CUT 0 CI`- t \ \ _40 339.46 Tc TIC \0- 340.95 J41.UU vp TC N, MAD TIC - - - - - - - -7340.50 339.6 - - - - 340.65 341.20 t1A A t? TC 33%.75 v2-A 77- TIP E 20' Pa' De.U.E. A EXISTING 24!"' 6918/231 WATER LINE'.A 'A - - - - - - -10, WIDE 338 TP :_A. MULTI -USE PATH 5 E - - .1 �r , E - - - - - - - - (REFER TO "HARPER'S ___337 k 3:55 CROSSING SUBDIVISION b" - - - - - - - - - - - - 336 CONSTRUCTION SET") F -.334.00 z �3Z515 , FL, �EL E V.. - - - - - - -337 FL ELEV.: .335.00' 338 TP 340- EXISTING 18' CULVERT PIPE Irp 33&10 EXISTING TURN LANE PROPOSED 24" RCP CULVERT W/6: 1. S.E.T. 0 1.33% SLOPE STATE HIGHWAY 40 R.O.W. VARIES CITY COMMENT REVISIONS 6/19/12 MARK REVISION BY DATE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY . S CZ E mj1 eery NO. 65889 ON JULY 5, 2012. Y1 L L V JOSEPH P. SCHULTZ, P.E., LICENSE ng it 2730 Longmire, Suite A College Station, Texas 77845 OiMnn TIAPF NO- 17127 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KILING DILD DILD JPS 12-198 JUNE 2012 #10 ge OF #to_0_wftw .......... JOSEPH P. SCHULU 10i1_of - $0- m0-715rn FIRM # 12327 TZ ENGINEERING, LLC A NEW MEDICAL CLINIC CRT -, CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION., TEXAS NYLOPLAST ROUND DROP -IN CRATE, COLOR BLACK 8" DIAMETER UNLESS NOTED OTHERWISE 20 10 0 20 SCALE IN FEET LEGEND -284- EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT PRIVATE ACCESS EASEMENT LOT LINE f WE Lmrl- FIRE LANE ST - ST - ST - EXISTING STORM SEWER PIPE ST - ST - ST - PROPOSED STORM SEWER PIPE W-4 EXISTING WATER LINE W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE • PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GASPIPELINE EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES E-E-E-E- AERIAL ELECTRICAL FIRE HYDRANT GATE VALVES PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED STORM SEWER JUNCTION BOX PROPOSED POND OUTLET STRUCTURE PROPOSED SIDEWALK MME-M-M I plow I I SILT FENCE CONSTRUCTION EXIT hdl6h TREES TO REMAIN (It-Ir N, 33-2-, 3L3,TSHEET 3 OF 6 33 4 'Jib T MATCHLINE GRADING/DRAINAGE PLAN SHEET 2 OF 6 SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 #3 REBAR 0 15" O.C.E.W. NON- STRUCTURAL STRUCTURAL ' BAC'3:IL.L CLEAN. EXCAVATED MATERIAL I PAVEMENT BACITI LED AND tx}MPACTED STRUCT NG ACCORDING TT) GEO-aTECHNICAL REPORT PLAN \/ oogq°o \ 000 Ro-A0; COMPACTED C EM W STABI- 12" MIN :: • :�• ;,•' z.', • WED SAND. 1YA SACK/CY. PUGsIILL ONLY. SPADE BY " LIFTS INTO PLACE; TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT 1 • OPTIMUM MOISTUM PIPE O.D. , y BANK SAND. SPADE , BY LIFTS INTO PLACE. (6" MIN) PIPE TO FILL ALL VOIDS - AROUND PIPE O.D. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE 12" MIN. PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACKFII_.L DETAIL FOR PVC PIPES N.T.S. LEGEND EXISTING CONTOUR PROPOSED CONTOUR BOUNDARY PUBLIC UTIUTY EASEMENT PRIVATE ACCESS EASEMENT LOT LINE FIRE LANE EXISTING STORM SEWER PIPE PROPOSED STORM SEWER PIPE EXISTI Nty WATER LANE PROPOSED WATER UNE EXISTING SANITARY SEWER UNE PROPOSED SANITARY SEWER UNE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS PIPEUNE EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES SHALL COMPUM€NT 114E BUILDING, THE COLOR SHALL MATCH THE 3" MIN. EACH SIDE - I " 6' SIDE WAILS AERIAL ELECTRICAL BUILDING. �' FARE HYDRANT f4 BARS 6" O.C.E.W. TOP do BOTTOM SLAB GATE VALVES SEMON A -A p p ¢ PROPOSED BIKE RACK TIE—IN TO EXISTING INLET FL_ ELEV.: 327.00' / / I I T . JUNCTION BOX A.R I3E ' PROPOSED SIDEWALK RAMP \ ( INLET INVERT WILL BE / Cb \ (MODIFIED TO PROMOTE / �, / SONOMA - PHASE 1 , N•T•S• (O PROPOSED STORM SEWER JUNCTION BOX \ bJ J POSITIVE DRAINAGE OUT OF N/F1 PLATTED VOL. 8305, PG. 233 THE INLET.) ---L - 5HANNON WA[.TON �' ( PROPOSED POND OUTLET STRUCTURE / I • :..' _ :•..; ,• : • --T----------- ZONED R--1 \ / / N/F ( PROPOSED SIDEWALK N/F ELSE & OARED PORRAS JENNIFER & RAOUL ROLFES ( ( TOP OF BERM 1 ` - ZONED R ELF'V= 333.50' FJCISTiNG �■ I L� I I �� SILT FENCE � .1 . I Z014ED R-1 l 6 GROUND I. PROPOSED 1 ( f I .. 1 TIE-IN ±111 LF OF 18" HDPE 12' TRAPEZOIDAL / I ( �"" 4 4 �``-'"-'-- CONSTRUCTION EXIT PRIVATE STORM SEWER OVERFLOW WEIR N/F POND TP PIPE 0 0.88% SLOPE - CREST EI :332.75' ( - 330.22--VI ±48 LF OF, 18" RCP _ - - - - - - _ _ ._ _ __ - _ _. _ ,. - _ - I ' ANITA WH1TiJ Y BOTTOM PUf UC STORM SEWER _ _ - _ - _ - _ _ - _ ` s - J ZCiNED R-1 r TREES TO REMAIN \i ram, PIPF' C 0.87% SLOPE ``••�.o■ L _ . _ _� _ TYPICAL POND_ PROPOSES , 6• -- i-.------- / ... ------ PROPOSED j BERM IiL'I AIL JUNCTION BOX _ �. _333U �33 30.61 , 337. POND OUTLET _. _-- -- r / / 10' P..E_ TOP: MATCH PAVEMENT l" STRUCTUR / / -- // __r -;-N.T.S. FI- IN; •327 52 FL OUT: 327.41 ( 1331.70TIP \ 33fl.68_ 332.40 / �' 333 3,32 �. 330.76 "' ( / ST S �� , I I #4 t3.AR$, 6" O.G.E_W. STD. CAST IRON MANHOLE COVER \ I \ j / 33O k j f / TUP OF CURB -� TOP SLAB A E� AND FRAME 1 � "e " _ JONATHPELL -� " ,y '� Tc sT 7' 3L9 332.7o S � I � PROPOSED � � .--.�` - -- / rn ! f DETENTION POND Q \ Tc Tc, `� T .:..; = ., _ _ T- - M r - A ZONED BRIONIR -1 P . __ _ :32.3D .50 . � -' '-'�:" �"_'•'?�.' � •, ,. •+----;---�:-_.�_`.F,.-...e7 n I ..+,. -GUTTER LINE • r � . �. � -- •�--r-"•-- .. . - . .. ' . ' _ INVERT SHAPING333,55 r j, L CONCRETE: FILL 331 / e TC 1 •. / / .! ( #4 BARS 17" O.C.E,W. r" 331.21 3, t8" RCP POND GU`fFALL•-'/ ',, 331,3t1 ' ,. B33.25 / ;�'e7.. , /• ----,_ .- _ StGE WALLS & DV'TOM 51_A.B A SEE NOTES �• ,LETATION TC 1 TCC '. tr-'� ! 1 , — - - 332 I t'--0" _ — 1, SAW CUT AND REMOVE EXISTING CURB INLET' EXTENSION AND \ 3 .50� / 333. 0 > ,` r / ! I - — -- 6 TYP. EXTEND FULL CUR13 INLET TO MST EXTENSION LENGTH. ♦ ,,� I _ , -•. / . --333- -- -- 2. TIE INTO EXTENDED INLET WITH 18' RCP POND OUTFALL PIPE AND -- l \ 331,63 , / `� e� , I -' " --`�'- 334 28-DAY CONCRETE MODIFY INLET INVERT TO PROVIDE POSt71VE DRAINAGE OUT OF THE / • . �._._ I ( -- I INLET. 333.50 a �;. OSED 10' .. 33S r - _ - -_ _ STRENGTH 3000 psi CONC. FLUME PRO OSED 2O5 U- OF I N/F t /I - Jr \ �. ------ 336-------- ( BRENNAN PATRICK BAJDLK ''_`----�- SEE -DETAIL - jj � _ / (' STA DARD-EIE.UMF SE.C:IION 36 333,00 _ _ �''` SEE. DETAft ( ZONE!} R-1 I / 10' CURES GUT / _�_- _.. - ._k_ _-_ , _J \ ,f' 3 T / _ -�' Sl-E DE -TAIL SHEET � i r" - - - --- • ---- - -- -6. _ -- Q \ I �. 2 OF, FOR DE iAl� / / 2'-0" T / ' r 'II1 O I 15' P.U.E. � O ( _ ._/_...._. ! � / / - � / 10' P.U.E. < _ ( SHEET 3 OF' 6 CONCRETF \ I M ¢ dip ,, 1 j MICHAEI &-KIMBERI,Y Ei. GUESS C I f ZONED R--1 {LIE ---�UF . -_ u `� 4 '` ` TTC- It ' I �T, 334.90 I I / R TC 335,07 tt �, / i ►! ( 335 6 \ 335.To I :% // I I g fl / I _ MATCHUNE 1 T \ ' , 336,6n` \ LOT 2, BLOCK 1 - 1 SONOMA PHASE Z. i Tc � _ mS\ ` ( �. I I PLATTED VOL.. 8502, PG. 285 ---- T '337 3s Q. / r� , '`� , �317 `J 538 i 339- n 335\ I SW_IYONA A 33s C,%TRB INLET MODLFI.CA LION DETAIL 33 � ACCESS EASEMENT J � ! - -^ _ co 1 , _PRIVATE CROSS -� I N F. :'T'.S. � �g 34�ri -3 � N ' SUZANNE I 1 JosEPH MCHucH —° SHEET 2 OF 6 9 i L— ( ZONED R -1 C \ / 336 0 7 � `•1 I / - � w'w.,, jh :•i^; •� --. 3 6 ` - : 1 _,__ _ _--/ ,..--- - --^-- ._—. `• i - :�"� �33fa- �'c�_"—C Yti.. _ ay. .Y�J �� ! I TC _, U I- _ d�: W f 33S.3D _.. - - r _------�-LIE- ----UE U - `� z-n-^------1 - UE UE UE-7 -u�IN FEET .---=--- - - I � I MA-,CHLINE SHEET-- MARK -- DATE BY REVISION •#4 BARS 12" O.C.E.W. SIDE WALLS TRASH RACK 'rOL OF STRUCTURE 1/2" OF ON 6" O.C.E.W. 332.57' P I - ` { n - - ° ALSO Al - - (6" MIN) °R °° °° "D i UZED SAND, 1h SACK/CY, = i `'- Y ' ` rivM ENDS} N.T.S. ELEV=328.50' PUGDdtl l ONLY. SPADE BY Y - -- t -" LIFTS INTO PLACE, TO FILL •J e• _ n --- a--o—'v^ —o--° 0. ALL VOIDS AROUND PIPE _ _ - #4 BARS 6 O.C;F_W. " THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT—z'-o'- GRADED SO AS TO PROVIDE UNIFORM 12' MIN. OPTIMUM MOISTURE TOP &BOTTOM 4.0' 2 0' AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES �28 D.A'� CJNCtETF: 5'?RENGTN • 30D0 pai STANDARD FLUtVII, SECTION BEDDING AND TRENCH BACKFII.,.S., EXPANSION JOINTS AT 60' O.c DETAR. FOR IiDPE & RCP STORM PIPE N.T.S. .. NON- STRU STRUCTURAL PAVEMENT BACKFILIAL BACKFILL STRUCTURE ' CLEAN, EXCAVATED MATERIAL I PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO GEO-TECHNICAL REPORT 28-DAY CONCRETE 10, STRENGTH 3000 psi ---�:2--- '.�_ - •-!'`�_ 8" TOE DOWN a �\�♦ ��= :u-r=- �i \ (ALSO AT I % ♦i �! v FLUME ENDS) COMPACTED CEMENT STABI-R /\ O° -UZED SAND, % SACK/CY, - Nn1ESL . 000go PUMU ON! Y. SPADE BY LIFTS INTO PLACE, TO FILL 1. F4UME FLOW UNE SHAD_ MATCH POND POTTOM OUTFALL 8c. EXTEND 12' MIN Q°�°� °o°�°° ALL VOIDS AROUND PIPF, TO POND OUTFAU_. i;a$P°°°°O°° MANUALLY CONSOUDATE AT ' o°° °°° OPTIMUM MOISTURE 13 BARS 012- =rW.- W- CONCRETE ITUTME N PIPE 0.0. o 0 0 °p' 18" TOE DOM DETAIL COMPACTED1 CEMc`TJ'1"'STABI - • uIfiz�En neering,.LLO 7 2,730 Lon mire Suite A -- = College Statim, Texas 77845. 979.764.3900 TBPE NO.12327 SLARS FRONT VIEW PLAN VIEW 78--DAY CONCRETE. 100 YR PIUk�GED STRENGTH 3000 psi 4 12' -- W.S. EV.==333.oD' 4 Top GF POND 333.5D' POND OL,PTLET STRUCTURE ELEV. =332.7 5 N.T.S. POND OVERFLOIX SPIV NVA.Y NOTES.. .. 1. PfND UUTFALL_ STRUCTURE SHALL EE STAMPED AND STAINED CONCRE':TF', THE PATTERN SHALL BE WOOD PLANK OR STONE AND THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JUNE 22, 2012, ISSUED FOR' CONSTRUCTION SURVFYED - DESIGNED DRAWN F• APPROVED JOB NO. DATE KLING DLD DID JPS 12-198 JUNE. 2012 OF .................... JOSEPH P. SCHULTZ s 658 .. FIRM # 1232 SCHLIL:rZ ENGINEERING, LLC A BEN' MI;'DICfIL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS b a! L DW - F/--- • MAIN ----.._._..-._ _r.._. IL LINE STD. CAST IRON MANHOLE. COVER AND FRAME 30" MIN. 3' 28-DAY CONCRETE SQUARE a?RENGTH 3000 psi PLAN ^- O.U_ + 6" MIN. #4 BARS le O.aE.W. 6" TOP k SIDE WALLS BOTTOM SLAB A GRA]J7RTG/DRAINAGE PLAN --284— — -- — — 284 LANE ST ST ST -- ST ST ST --- W-4 w-8 — S-8 — GAS --- -- - SCALE 'VERTICAL — HORIZONTAL, 1:30 _ PLOTTING SCALE: 1:1 FILE NAME: 12-198 i�� Ir tj:r l RN LANE SEE _FE Al H IS i- ID 303m, ' s *5—�Wd DEMOLISH ±630 SF OF SIDEWALK - SAW CUT & DEMOLISH � ±130 SF OF CONCRETE PAVEMENT& I I CURB PROPOSED SIDEWALK I W/ADA RAMP a 15' P.U.E. I / PROPOSED 8" I J SEWER LINE i f ( J { TA 1 r'E . .. til ( i E =, uE o. I A, WIT I 5' O P.U.E. I r� ON ry O ry UE IlYt'< k m :• �;,, t r. �,i.IF PROPOSED MANHOLE I f CITY OF COLLEGE ` STATION 10' P.U.E. '•cn & DRAINAGE ESMT. ¢ is a 9461 /95 • ► ,18 5 � �,��, I � PROPOSED 5" CONCRETE PAVEMENT W STANDARD m / � 1 / �'' / SONOMA - PHASE 1 I I N/F / PLATTED VOL 8305, PG. 233 I i SHANNON WALTON // / (i t ZONED R-1 / I t / I / �, // N/F N/F I J ILSE & JARED PORRAS JENNIFER & RAOUL ROLFES I i / ZONED R-1 10 U.E. / / PROPOSED ZONED R-1 I I N/F -- - - -- - --- -- - - -� I I ANITA WHITLEY POND OUTLET_ - - .-_• - - - - - - - _ _ 1 � ZONED R-1 sTRUCTURE PAVEMENT CONSTRUCTfON NOTES: —' 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL, BE, TO THE MINIMUM DEPTH. SHOWN ON _ THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI. S�� THE MAXIMUM PERCENTAGE OF FLY 'ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 I PERCENT BY WEIGHT. I • 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) I 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE N/F is S'� ST COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE I JONATHAN & BRION PAMPELL STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 3%J BELOW TO 3� J ZONED R-1 _�� ,,.,•; ABOVE THE OPTIMUM MOISTURE CONTENT. 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM y DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF 7H£ 501L. THE :r; '• .� LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A l F+ •'� .;::'" MINIMUM PH OF 12.4. AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED 1N THE I TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR I r["'~ PROPOSED 10` CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL N/F SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS I CONIC. FLUME DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% I BRENNAN PATRICK BAJDEK ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET ZONED R-1 ' THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED s3 SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. I 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND I h "PROOF -ROLLED".. ANY WEAK. OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL J BE REMOVED AND REPLACED. I 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL �.. f LOT 2, BLOCK 1 7, CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE ! N/F J FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING i MICHAEL &ZQ EDDERRL 1 H. GUESS tea: Yw COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. I j 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULLt LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO ROPOSED HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE I " CONCRETE PAVEMEN - - ADA REQUIREMENTS.--- �� STANDARD CURB SONOMA - PHASE 2 'I 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND I PLATTED VOL. 8502, PG. 285 PAVEMENT. J I PRIVATE CROSS I I N/F ACCESS EASEMENT 10. EXISTING SANDY SUBGRADE WITH SHALL BE CEMENT STABILIZED TO PROMOTE SUPPORT: SUZANNE & / CHARACTERISTICS. THE SUBGRADE SHALL BE TREATED TO A DEPTH OF 6". I JOSEPH MCHUGH I ZONED R-1 - ROPOSED 10 X 10 11. REFER TO THE GEOTECHNICAL REPORT TITLED "GEOTECHNiCAL ENGINEERING STUDY UMPSTER PAD _ COMMERCIAL PROPERTY 2849 BARRON ROAD" PREPARED BY GESSNER ENGINEERING, FOR- 6' SCREEN FENCEDETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. UL------.----UE------'UE 10' P.U.E. } "CONCRETE PAVEMEN - 1 STANDARD CURB INTERIOR \/� rrrt I � 486 SF x„`�h ,v ` 10' P.U.E. 10 P.U.E. "CONCRETE PAVEMEN / / I TOMED MY D, t STANDARD CURB l I MCFALL g 9' SPACES I ZONED R-1 � can ,, • ► ; +-. ; , ' f °' MPORARY CUR ! I I OR FUTURE IRIVE EXTENSIONI I / 3tol''s PROPOSED PROPOSED i a CL .~ 6' SIDEWALK 6' Slp£1";ALK LOT 1, BLOCK 1 l I L,r ' 010 d PROPOSED MEDICAL CLINIC I / CURB I :. ` 25 P.U.E. 18 5'+ • . PROPOSED v; s18.5 .. fi' SIDEWALK I 1 ST ST R 1 L • . i •1 I. 04 -• .. ► I uc as PROPOSED FIRE HYDRANT a gg ► C� t. a�# r' s� • 'i �.. n� r`J ,. ,. , • • - ... '.r �ur:s �' � '. t } ter : j ,., 4 3'Y �u. 4' t t... aae .3 . ... .. W PROPOSED - ACES / F SPACES �. 9 yy V `P SIFT fm' m. PROPOSED 8 rt�I3 r r„r. .. A CE FIRE LA R - SP 1 A :. C AN f � � F ,. � . H � ..R� �, 2 9 �� ;s;,. • WATER LINE ,t. f,,;_ 5 ,, ° INTERIOR r.tk a,. ,� n ;,, STRIPING � ;...., ... �. b .. '� � ,a.sa c�, ..� vat .i . _ .,a , t,.•^ 955 SF n 20' P.U.E. ,. ► :. •',:.r • .• •' ►.'> 6918/231 ••' • ,- .' f; ...r ,•. V �' � "t' ' •' • -E E °.•',•'►,.' 10' MULTI -USE ACCESS 20' PUBLIC TBM zl EASEMENT ----- b2-M-- . EXISTING 24" PATH WATER LINE EXISTING TURN LANE 30 15 0 30 SCALE IN FEET 1 CITY COMMENT REVISIONS 6/19/12 MARK REVISION BY DATE STATE HIGHWAY 40 R.O.W. VARIES PRIVATE CROSS ,,,,-ACCESS EASEMENT / N/F I I HOMER J. ACOSTA & I I KIMBERLY KOEHLER 1 ZONED R-1 i " CONCRETE AVEMENT W/ I i L -- I 1 � ;+ E r— z 5 " CONCRETE PAVEMENT PROPOSED 24" RCP CULVERT W/6:1 S.E.T. LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 33 SPACES PERIPHERAL PARKING: 7 SPACES INTERIOR PARKING: 26 SPACES LANDSCAPE ISLAND REQUIRED: 26 SPACES X 12 = 312 SF LANDSCAPE ISLAND PROVIDED = 721 SF THE SEAL APPEARING ON THIS JOS r DOCUMENT WAS AUTHORIZED BY • L EPH P. SCHULTZ, P.E., LICENSE g ... g NO.65889 ON JULY 5, 2012. 2730 Longmire, Suite A '.. College Station, Texas 77845 -979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 INTERIOR ISLANDS ISLAND If AREA S.F. AREA S.F. 1 955 595 2 486 126 TOTAL• 721 SF — t fis-�OF 7 .1Y ..................... JOSEPH P. SCHULTZ v— TONAL' " FIRM # 12327 SCHULTZ ENGINEERING, LLC TURN .LANE NOTES: 1. REFER TO SHEET 7 OF 7 FOR BARRON ROAD TRAFFIC CONTROL PLAN. t36 SF OF BRICK ±330 SF OF CONCRETE PAVER MEDIAN "PAVEMENT _&_MEDIAN CURB — — — — — — --- --,----.—. SEE DETAILS THIS• ---------~---'—.... "" /)/STRIPING ±70 OFSHEET 6" WIDE SOLID LEFTTURN ARROWPAVEMENT STRIPING WHITE PAVEMENT51 170' "DO NOT R19. 32' ±109 SF OF DRIVEWAY R3 RS I 2- J. 2- 6 #t BARS O ta" C/C fi"� BARS 0 12" C/C t , 2` VARIES } VARIES —27 TEMPORARY CURBS 'TEMPORARY CURBS SHALL MATCH DETAIL THE APPEARANCE OF PERMANENT CURBS. URBS. SAWED OR FORMED, SEAL --- - WITH JOINT MATERIAL 3/8" TO 1/2" WIDE, 2" DEEP .:.• :: :: .=:.�:.r PER PLAN CONTRACTION JOINTS SHALL BE CONTRACTION JOINT AT 15' MAX. SPACING N.T.S. SEAL WITH JOINT MATERIAL 3/4'. MOOTH DOWEL BAR 11r •�:: :.•• •, .•• s:' NON -EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT DETAIL N.T.S LIGHT BROOM FINISH JOINTS TO BE TOOLED 1/4" TO 1/2" DEEP f1•: ;�.;::�•:: ::j•::t 4 41' 120' LOADING CONCRETE AVEMENT W 100' TAPER BARRON ROAD GRASS MEDIAN �, PAVER MEDIAN ' SEE DETAILS THIS SHEET -— • 20 10 0 20 SCALE IN FEET BARRON ROAD MEDIA � CODIFICATIONS SEAL WITH JOINT MATERIAL LEGEND SMOOTH DOWEL BAR 3/4, • 1 /2" DIA. X 18" O.C. ( OATED W/HEAVY GREASE) •� . :• •: PER PLAN NMETAL OR PLASTIC CAP, INSIDE ON -EXTRUDING JOINT FILLER DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT N.T.S. TO BE SPACED AT 45' MAX. INTERVALS 4" THICK (MIN) REINFORCED EXPANSION JOINT CONCRETE SIDEWALK (3000 PSI, 28-DAY STRENGTH) CURB & GUTTER •� •. .. a 29 MAXJ� .. •y F_Y 12" L 2" SAND CUSHION 12" / //�Y (AS NECESSARY) #3 DOWELS ®24" #3 X 18 O.C.E.W. SPACING ON CENTER COMPACTED SUBGRADE WHERE SIDEWALK ABUTS CURB CONCRETE SIDEWALK CROSS SECTION - N.T.S. TYPE "D" EXPANSION JOINT. EXISTING CURB & GUTTER ELEV. = T/C ELEV. + 3" TO BE REMOVED KEEP 6" RISE TO MATCH FL OF PROPERTY LINE EXISTING GUTTER . .. .w .► .► .. .♦ EXISTING PVMT. 3' SIDEWALK CONTRACTION JOINT DETAIL N.T.S EXISTING BASE 3'MINSE UNLESS Norm OTHERWISE 6" APRON SHALL BE 1/4"R 24" ®- 4 BARS DEFORMED TIE BAR 6" (28-DAY CONCRETE - / 4 X 18" 0• . STRENGTH = 4000 psi) W/ 4 3 4" X 18" SMOOTH / BARS ®1 P s" - ts" � $ O.C.E.W. ASPHALT EXPANSION DOWELS FOR TYING NEW \ �v':... „. , APRONS W/O CURB &GUTTER I � CONCRETE TO EXISTING / r' SHALL BE ALLOWED k LLO ED ON OPEN s" CONCRET EM NT ,� a E PAV E 1/4"R 5" > t ', DITCHED STREET SECTIONS 12" 1" {{{ �.. n ONLY ONLY. � I � `' ` SECTION - - - -284- - - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT PRIVATE ACCESS EASEMENT - - LOT LINE -o t�►+o -- FIRE LANE ST ST ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE W-4 EXISTING WATER LINE W-8 PROPOSED WATER LINE S--8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE „•-- °-� -• PROPOSED IRRIGATION SLEEVES - E E E E - AERIAL ELECTRICAL FIRE HYDRANT �? GATE VALVES u a o PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP PROPOSED STORM SEWER JUNCTION BOX PROPOSED POND OUTLET STRUCTURE •: ' ::;_''': PROPOSED SIDEWALK SILT FENCE CONSTRUCTION EXIT k� TREES TO REMAIN PROPOSED 5" PAVEMENT 4, < PROPOSED 6" PAVEMENT jM�N���:��;' PROPOSED 8 PAVEMENT 3" 4„ 1 A A #3 DOWELS ® 24" O.C. " ® � . 3" 6" 7" t > t A TYPE "G" EXPANSION JOINT VERT. W/ #3 CONT.HORIZ. 2' 3" 2" Y 1� a PROPERTY LINE SAWCUT CONTROL JOINT �- --- -- TYPICAL CURB DETAIL * MAINTAIN 2% MAX N.T.S. CROSS SLOPE STEEL REINFORCING BARS # 25' MIN. R. CONCRETE PAVEMENT A' •• ''� '•'�.-'-`'''• •f- X SIDEWALK--Lr� NEAT 6" LIME STABILIZED SUBGRADE SAW CUT (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 72 * X-6` OR 5" AS SHOWN ON THIS SHEET —mot f�-- V TYPE "D" REMOVE CURB LONGITUDINAL THRU RAMP JOINT z. * 6" PAVEMENT - USE #3 REBAR 0 12~ O.C.E.W. 1' TYPE "G" A -J NEAT - OR USE #4 REBAR 0 16` O.C.E.W. EXPANSION JOINT SAW CUT * 5` PAVEMENT — USE #3 REBAR 0 15" O.C.E.W. TYPICAL CONCRETE PAVING SECTION COMMERCIAL DRIVEWAY DETAIL N.T.S. - - _ _ A NEW MEDICAL CLINIC OR T CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS N-T.S. --TOOL EDGE SLAB DEPRESSION FOR RETURN CURB TO HAVE MASONRY PAVERS AS A ROLL FACE DIMINISHING SPEC ON SAND LEVELING AT RADIUS POINT. : '^ ,�,�, BED • 5 THICK CONC. WITH #3 AMBULATORY RAMP + - DOWELS 0 18" O.C. EACH SLOPE 1:12 MAX. WAY 6 MIL POLY VAPOR BARRIER. ADJACENT TO CURB 3/4" REDWOOD EXP. JT. W/ WRECK -OUT STRIP. NEAT KEYLODE DOWEL BARS ® 18" SAW CUT O.C.. SLAB DEPRESSION FOR MASONRY PAVERS ON SAND 6 s' /: r /i' LEVELING BED. ;A—_ REFER TO CIVIL FOR M .. _ EXISTING CURB & GUTTER TO PAVING THICKNESS &=� BE REMOVED - REPLACE STREET REINFORCING.III- SURFACING AS NEEDED 6 MIL POLY VAPOR f_I I i- I I= I-1 BARRIER. 5/16� ADJACENT TO LANDSCAPE PAVEDIENT PLAN SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 Smultz Engipeering,LL0 2730 Longmire, Suite A College Station, Texas 77845 non -rcn nnnn TRPF Nn_ 12027 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JUNE 22, 2012. ISSUED FOR CONSTRUCTION DESIGNEDr'r _! DRAWN APPROVED JOB NO. DATE LKLINSURVEYED G OLD OLD JPS 12-198 JUNE 2012 of! ; V_ OF 6% .. *: " JOSEPH P...................... SCHULTZ ♦ ....................- 4...... ,E FIRM # 12327 SCHULTZ ENGINEERING, LLC ,j E NON- STRUCTURAL PAVEMENT STRUCTURAL BACKFlLI_ STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFlLL I PER PAVING BACKFILLED AND COMPACTED ( PLAN ACCORDING TO I{ GEO-TECHNICAL REPORT 12" MIN PIPE O.D. a (6" MIN) MINA E��AROUND BANK SAND, SPADE BY LIFTS INTO PLACE, FILL ALL VOIDS PIPE. O.D. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM 12" MIN, AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND WATER PIPE N.T.S. 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH METAL T-POST 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED SACK FILL ALLOW 2.5' TO V AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE, ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. OF FLOW NATURAL GROUND p1REC?l l 4"X4" MIN. TRENCH _ 4" 20" u u SILT FENCE ASSEMBLY N.T.S 6" MIN, DEPTH STONE 10O �-VARIES-- 5A DI �{ D448, 3" TO I 5 DIAMETER) OVER 50, TO GEOTEXTILE FABRIC WITH SAME SOUARE .,pU FOOTAGE. EXISTING STREET NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED jx SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTIUNA A SUBGRAD£MWID H OF S TESHALL EN RANCEFULL CONSTRUCTION EXIT SILT CONTROL N.T.S NOTE: UTILITY NOTES: 1. ALL PUBLIC WATER LINE IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE "CONSTRUCTION DRAWINGS FOR PROPOSED PUBLICS WATER LINE AND SEWER LINE IMPROVEMENTS HARPER'S CREEK SUBDIVISION." 2. 3. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION UTILITIES PLANS & SPECIFICATIONS. 4. STRUCTURAL BACKFlLL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3' OF PAVEMENT. SEE DETAIL GRADING PLAN. 5. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE i INSTALLED PER PLUMBING CODE. 1" IRRIGATION` 6. PRIVATE LINE SERVICE MATERIAL - PIPE TO BE ACCORDANCE WITH PLUMBING COMPACTED CEMENT STABI- / METER CODE. LIZED SAND, 1Y2 SACK/CY, / 1" IRRIGATION \ PUGMILL ONLY. SPADE BY 1" WATER METER 7, CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR \ LIFTS INTO PLACE, TO FILL METER ` TELECOMMUNICATION PROVIDERS FOR THE SITE. ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT J 8. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. � 1 OPTIMUM MOISTURE. I PUBLIC I UTILITY V. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. � EASEMENT l 1 2" WATER 10. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. ` 2" GATE SERVICE TAPPING J 11. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL VALVE SADDLE J BE -PLACED- Y-HAND,-AND COMPACTED -AROUND -THE CAST-IRON_P_IPE_BEFORE BACKFlLL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. �8" GAZE / / 12. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH = 2000 PSI. VALVE FIRE HYDRANT 13. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF ASSEMBLY 2" BLOWOFF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE \ ASSEMBLY , ENGINEER. INSET A — ,. 14. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS NTS REACHED 7 DAY STRENGTH. 15. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 16. ALL SEWER LINES SHALL BE SLEEVED WITH 6" SCH 40 PVC PIPE, WHERE PIPE IS UNDER PAVEMENT AND CROSSES WATER LINES. CONSTRUCTION NOTES: 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDEN LINK COMMUNICATIONS: (979) 846-2229 VERIZON: (800) 344-8377 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1 /2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 7. REFER TO THE GENERAL NOTES FOR ADDITIONAL INFORMATION. SAND BAG 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 OF CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS, SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SAND BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLTION OF AN INLET. STORM DRAIN INLET PROTECTION N.T.S A NEW MEDICAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLECE STATION, TEXAS UTILITY & EROSION CONTROL PLAN LEGEND - - - - --284- -- - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY — — PUBLIC UTILITY EASEMENT • PRIVATE ACCESS EASEMENT - - LOT LINE ---T LANE FIRE LANE ST ST ST EXISTING STORM SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE W-4 EXISTING WATER LINE W-8 PROPOSED WATER LINE S--8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE // EXISTING WOOD FENCE PROPOSED IRRIGATION SLEEVES -- E E E E -- AERIAL ELECTRICAL FIRE HYDRANT GATE VALVES e a a PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP �O PROPOSED STORM SEWER JUNCTION BOX PROPOSED POND OUTLET STRUCTURE r ' ' •� ''' '' ;c PROPOSED SIDEWALK * SILT FENCE ��iiCONSTRUCTION EXIT ��i��+04 i SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1 A FILE NAME: 12-198 I Q ROAD WMI K Y AHEAD Q IZ WARNING SIGN = (CW20-1) 36" X 36" I U L.� I i Q RROAD LEFT LANE AHEAD CLOSED LEFT d END LANE = ROAD WORK CLOSED V) WARNING SIGN WARNING SIGN--,,, IGN (CW20-5L) 36" X 36" ROAD WARNING SIGN (CW20-1) 36" X 36" DRUMS WITH WARNING SIGN " AHHEEADK DRUMS WITH (G20-2) WARNING X SIGN D CHEVRONS CHEVRONS CROONS (CW20-5L) 36" X 36" WARNING SIGN (CW20-1) 36 X 36 CHEVRONS 30' C—C :�� 30' C—C + — — — — — — _------------- — — — — — —-- — -- 400' 636' — 20— — — �-- — • = Y• —o- • • —•- —•— -�— • • --•- • —r �— • .— . • .. BARRON ROAD 320' - - - �'' - - - ) - - - - - - - - - - - - - -BARRON ROAD - - - �"DRUMS WITH�.'�'~'�' ..4•,.�,:�....-..a — — - ---.._.T�—_— - _ -_--- ----- _--- — — — — Kip DRUMS WITH V —� CHEVRONS — — CHEVRONS-tui / DRUMS WITH WARNING SIGN WARNING SIGN 30' C—C '� REGULATORY SIGN WARNING SIGN END (CW20-1) 36" X 36" ROAD (CW20-5L) 36" X 36" RIGHT 30' C—C I I I ✓ (R4-7A) (CW20-1) 36" X 36" CHEVRONS END ROAD WORK \\ I ` ' KEEP WARNING SIGN 30' C—C V�ORK REGULATORY SIGN (CW20-5L) 36" X 36"AH WARNING SIGN LEFT (R4-7A) 1' rI I RIGHT (G20-2) 36" X 18" CLOSED END ,.I —� \ ROAD VMORK I ¢ _ II II i i �`� r I ROAD LEFT K E AHEAD CLOSED SIGN OS(G20-2) 36" X 18" 2 I — — — — — — — — — — — — —ROAD i AHEAD ' — — — — — — — i r 1 c 1 iy n. n• T' „ WARNING SIGN- (CW20-1) 36" X 36" 1 1 1 ` 1 1 1 1 1 1 1 1 1 1 TRAFFIC CONTROL NOTES: 1. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PER THE LATEST VERSION OF THE LEGEND TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND TXDOT BARRICADE AND CONSTRUCTION STANDARD SHEETS. 2. TWO LANE TRAFFIC SHALL RESUME AT THE END OF NORMAL WORKING HOURS AND BOTH • CHANNELIZING DEVICE LANES SHALL BE FULLY OPEN TO TRAFFIC OVER NIGHT. � 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL TRAFFIC CONTROLS FOR THE WARNING SIGN DURATION OF THE PROJECT. 1 CITY COMMENT REVISIONS 6/19/12 MARK REVISION BY DATE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY S c h u l tz Engineering, LLC JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JULY 9, 2012. W , 2730 Longmire, Suite A ` College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 P E OF M+ .*. i......................... JOSEPH P. SGHULTZI k• J'ONAL Irv,o. FIRM # 12327 SCHULTZ ENGINEERING, LLC A NEW MEDICAL CLINIC CRT CS ME,D CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS TRAFFIC CONTROL PLAN SCALE VERTICAL HORIZONTAL 1 '30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 I CITY COMMENT REVISIONS 6I19/12 MARK REVISION BY DATE SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 12-198 MAY 2012 A NEW MEDICAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD 9 COLLEGE STATION, TEXAS l LANDSCAPE PLAN 1 SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198