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HomeMy WebLinkAboutDrawingsD S 0 DEVELOPER: THE TRIPP FAMILY TRUST 1939 SEAMIST LANE COLLEGE STATION, TEXAS 77845 (979) 219-2774 --v ... ... ov -L -"XA- S TBPE FIRM REGISTRATION NO. 12327 2730 LO N GMIRE , SUITE A COLLEGE STATION, TEXAS 7'7345 979.764.3900 fP E OF�' JOSEPH P. SCHULTZ 889 p'•• ;�4..' F-712327 l HULTZ ENGINEERING, LLC. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E. #65889 ON SEPTEMBER 29, 2011 ISSUED FOR CONSTRUCTION SHEET 1 SHEET 2 FIGURE W ii SCHEDULE ,OF SHEETS OVERALL LAYOUT A0 EROSION CONTROL PLAN PLAN & PROFILE WATERLINE W-1 PLAN. & PROFILE WATERLINE W-2 STANDARD WATER EETAILS tlu WELLBORN SPECIAL UTILITY DISTRICT 0.04 ACRE TRACT TRACT 2, 3991/197 / . •'�� ROP• • ; ,•: , • '•`'� ` �--• EXISTINGCO�STRUCTION 4" WATERLINEEXISTING • EX I / DRIVEWAY - `'�` ::,:;;_~•. �:':;; o �\ PROPOSED / N/F ' `' / FIRE HYDRT ::. Cb ,'-:•'`•� C / / / MARILYN GREENE CALLED 1.34 AE :..:<..:..:�+ ;'1:�.. 15' / TRACT 5009/231 SILT I P.U.E. /OVER EAD ZONED A-0 qE PROPOSED EXISTING UNPLATTED WELLBORN I-MINUING SUBDIVISION ':";`''�' :; ~ V cE / A F- LE RIC LINES TO BE .,; ,•..::;:> o� �qE 10 WATERLINE / LOT 1 , BLOCK 1 ;:' "• ;, EfvIOVED 0 RELOCAT PLAT, 9429/162 \��� EXISTrl / AES/ q �--EL�E CAL LIN / E REMAIN EXISTING c; i`:'�a:;`" t`:-;•', ;' p�'M 10" WATERLINE -•:::�•.{..: ::-•• EXISTING DRIVEWAY / FENC 'c P� / / k. / /PROPOSED WATERLINE "'0 N/F / DONALD ROYDER AND WIFE, MARTHA / PROPOSED / ROYDER CALLED 5.00 ACRE TRACT / 20' FIRE WDRANT 6627/107 / / C P.6 ,1- ZONED A-0 UNPLATTED 2"X4" WIRE MESH FASTENED TO T=POST SED'MENT CONTROL FABRIC FASTENED SECURELY TO T—POST & WIRE MESH 'D / 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 BACK FILL ALLOW 2.5' TO 5' AT TOE OF ' -fl / N/F SILT FENCE AND/OR SLOPE FOR SEDIMENT TO WALTER W. RUOFF, JR. AND WIFE, HAY BALES TO BE ACCUMULATE. ALIGN FENCE LYNN M. RUOFF CALLED 1 1.1 S USED IN AREAS OF ALONG SLOPE CONTOURS. -0 / / ACRE TRACT 1694/111 DRAINAGE FLOW. / / k ZONED A—O NATURAL GROUND DIRECTION IREC?I OF FLOW N/ / UNPLATTED 4" 4•'X4" MIN. TRENCH 20" ATMOS HIGH PRESSOE I6" STEEL PIPE I NATURAL GAS PIPE INE SILT FENCE ASSEMBLY (COVERW BY LONE TAR I ti AS CO. BLANKET EASW,ENT / 1481/476) LOT B LO(C K 1 / 4. f6 AC ES 1� N/F J.H. ROYDER REMAINDER OF � CALLED 10 ACRE TRACT 32/ 136/ Z Q N E — 0 / I �° ZONED A-0 /Cb UNPLATTED 7 / 40 20 0 40 P.U.E. ��� •� � SCALE IN FEET -0 N/F / JAMES ED ELLIS AND GENEVIEVE ELLIS CALLED 1.716 ACRE TRACT TRACT 2, 2837/26 / - ZONED A-0 'r 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. [SIG 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. 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 SLID 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 INLETS ADJACENT TO THE PROJECT SITE. 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 6" MIN. DEPTH STONEI=VAR (ASTM D448, 3•' TO 5' DIAMETER) OVER 50• TO 100 GEOTEXTILE FABRIC nU WITH SAME SQUARE .rG" FOOTAGE. I( A EXISTING STREET NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. 2730 Longmire, Suite A STONE IS TO BE MAINTAINED / 50 AS TO PREVENT MINIMUM 12' SHALL BE FULL CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO WIDTH OF SITE ENTRANCE FABRIC SECTIONA A SUBGRADE ADJACENT PUBLIC STREETS. CONSTRUCTION EXIT SILT CONTROL ............................. i*1 JOSEPH P. SCHULTZ -41010:WOONI y -G`/-/ FIRM # 12327 SCHULTZ ENGINEERING, LLC COLLEGE STATION, TEXAS LEGEND OVERALL LAYOU71 THE SEAL APPEARING ON THIS Sj°� . chultz Engineering, LLC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON SEPTEMBER 29, 2011. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-167 SEPTEMBER 2011 ............................. i*1 JOSEPH P. SCHULTZ -41010:WOONI y -G`/-/ FIRM # 12327 SCHULTZ ENGINEERING, LLC COLLEGE STATION, TEXAS LEGEND OVERALL LAYOU71 EROSION CONTR-WLHIM 11 EXISTING CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT FIRE HYDRANT GATE VALVES PROPOSED WATER LINE CONSTRUCTION EXIT SILT FENCE SCALE VERTICAL HORIZONTAL 1:40 PLOTTING SCALE: 1:1 FILE NAME: 11-167 SHEET NOTES: Start Station 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO Radius MATCH FINAL GRADE. DOC 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE Start Easting LOCATIONS.. End Easting 3. WATER SERVICE MATERIAL - TYPE "K" COPPER S46' 20' 25"E TUBING. JPS 4. WATERLINE PIPE MATERIAL 3269813.45 340393.59 8" PVC, DR -14 (AWWA C-900, CL. 200) 3269761.47 10" PVC, DR -14 (AWWA C-900, CL. 200) 1.06 REFER TO WATERLINE DETAILS SHEET FOR EXISTING EMBEDMENT AND BACKFILL REQUIREMENTS. 5. EXISTING GROUND PROFILE SHOWN IS BASED ON 1 340388.72 FIELD SURVEY DATA. 340388.75 E � � E E � E � - � E� .4 • �, PES" 0. {, -:,.- ;? .>,�:� _�: :•ti,.,t:>:;"` '�;" 'GRAVEL ROAQ„- R.O.�N:. VARIE. ,i., :•. ` :. .. STA.' -; 0+00: \F CONNECT TO EXISTING E STA, - 0+02 STA. - 0+79.86 10' WATERLINE 10' M.J. GATE VALVE 10' M.J. GATE VALVE '9\W/10' M.J. TEE _,.. : • : .,•• PE o STA. - 0+07.05 STA - 0+81.86 10' 45' M.J. BEND 10' X 8' M,J. TEE 01 -M 9� 0 L - + (HORIZONTAL DEFLECTION) / WATER METER 8' WATERLWE W-1 0 8 e6 IEXISIING D110- M.J. GATE VALVE ON STA. - 0+84.86 rr1 EXISTING 10' WATERLINE STA. - 0+08.11 FIRE HYDRANT ASSEMBLY 10' 45' M.J. BEND NO. 1 9� (HORIZONTAL DEFLECTION) qF 40 20 0 40 / SCALE IN FEET Alignment Data: W-1 Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting 0+00.00 0+07.05 7.05 S46' 20' 25"E 344 JPS 11-167 SEPTEMBER 2011 3269813.45 340393.59 3269756.37 340388.72 3269761.47 0+07.05 0+08.11 1.06 N88' 39' 35"E EXISTING 340420.34 3269836.26 1 1 340388.72 3269761.47 340388.75 3269762.53. 0+08.11 0+84.86 76.75 N43' 39' 35"E 11.88 340415.44 3269836.37 340391 0+60.18 340388.75 3269762.53 340444.27 3269815.52 BAR , -1 PROFILE SCALE THE SEAL APPEARING ON THIS Schultz E ineermg LLC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE Radius • N0. 65889 ON SEPTEMBER 29, 2011. 1"=40' HORZ Mid Ord College station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED 1"=4' VERT. APPROVED JOB NO. DATE KERR JPS 344 JPS 11-167 SEPTEMBER 2011 3269813.45 344 340 0+36.43 4.90 S01' 20' 25"E 340 348 EXISTING 340420.34 3269836.26 34041 E 0+36.43 0+60.18 GROUND SOX 02' 29"E 400.00 _ .. 014.3239 • 11.88 340415.44 3269836.37 340391 0+60.18 1 2+91.91 336 SO4' 44' 33"E 336 332 13269837.63 1'10' 332 w Z EXISTING GROUND 328 3 cc Mz Z 328 O fp 340 W mF 340 � p• .� 112 m 04 M ZM�. II > X t0 �O w th O• O 00 �N p OCi 1.60 324 Z o i o In 324 I -n 0 M 320 320 Z zo Ila, -01 Q M O w rn � I LL- LL.. J w to 316 +0 316 -0+50 0+00 1+00 1+50 PROFILE - 10" WATERLINE W-1 ""- --__ THE SEAL APPEARING ON THIS Schultz E ineermg LLC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE Radius • N0. 65889 ON SEPTEMBER 29, 2011. ., 2730 Longmire, Suite A Mid Ord College station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-167 SEPTEMBER 2011 .:,w 8 �r JOSEPH P. SCHULTZ 65889. A. FIRM # 12327r1 SCHULTZ ENGINEERING, LLC a I fib\ 41 \ Q \ STA. - 0+31.53 I 8' 45' M.J. BEND \(HORIZONTAL DEFLECTION) w M tD Q I 0 S' WATERLINE W-2- - 0 0 \ 2+00-1+o IL a___ 1 W=8 �_W-8 W-8 STA - 2+91.91 .:'±'r'' '`.:: • STA - 0+02 Q �n v FIRE HYDRANT ASSEMBLY ' Q� moo.; ° :'._i3t' :'. 8' M.J. GATE VALVE N0.2 V t• \</S/� �`.;' <:;• STA. - 0+00 CONNECT TO 10' WATERLINE db W-1 W/ 10'x8' M.J. TEE D 41 LIJ I? LLJ 40 20 0 ''~•;�, Q SCALE IN FE Alignment Data: W-2 Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End No 0+00.00 0+31.53 31.53 S46' 20' 25"E 1"=4' VERT. 340442.10 3269813.45 34042C 0+31.53 0+36.43 4.90 S01' 20' 25"E 348 340420.34 3269836.26 34041 E 0+36.43 0+60.18 1 23.75 SOX 02' 29"E 400.00 003'24'08" 014.3239 0.18 11.88 340415.44 3269836.37 340391 0+60.18 1 2+91.91 1231.731 SO4' 44' 33"E 340391.72 13269837.63 1 34016C STRUCTURAL BACKFILL 107 LF zr,n .s 1 40 I PROFILE SCALE (' 1"=40' HORZ 1"=4' VERT. 348 3,48 I 3 4 344 EXISTING GROUND 340 340 336 336, 1.60 Cq ao z M J Ila, w rn � I 332 +0 332 w tOD rn to M t0 M w 328 X M; NOTE= GENERAL NOTES: �- -'-� i. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS I 24" X 24" X 6" 1. VALVE EXTENSION TOP OF GATEUV +LVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. .I I,A 24" X 24" X 6" 28 -DAY- CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 7, HYDRANTS SHALL BE LOCATED NO CLOSER THAN STRENGTH =2000 psi FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN - 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28 -DAY CONCRETE WITH •4 $AR AROUND 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. FACE OF THE STEAMER ON THE FIRE HYDRANT. STRENGTH 20GO psi cOt' (EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL 8E - 0 28 DAY CONCRETE fl. IF )MAIN vdLvE IS >YITIjIrd 5D fEET OF --IRE HYDRANT THEN (� WITH •4 "BAR AROUND �_ •._, _ ALL VALVE BOX. ' ALL VALVE 80X. o OF STEEL SIZED AS NOTED STRENGTH - 2000psi. ASSEMBLY VALVE MAY 6E O�srfrpo ON A DEAD ENO HYDRANT ''-'- . . AND PAINTED WITH TWO t1) g ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH Ido ADDITIONAL CONNECTIONS. COATS OF METAL PAINT. ' TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON 9, HEIGHT OF FIRE HYDRANT SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. SHALL BE 18 TO 24 INCHES VIEWA ^A APPROVED EOUAL OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL - 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE 5. ALL PiPE WILL BE LAID SO AS THE ENTIRE BARREL! WEWA -A SUPPRESSION LINES FROM PUBLIC WILL HAVE FULL BEARING ON THE FINE GRADED STANDARD FIRE HYDRAN WATER LINES SHALL BE AMPro TRENCH BOTTOM. BELL HOLES SHALL BE. CUT FOR . USA,LL562 LOCKABLE LID. EACH BELL AND FIRE HYDRANT. GATE VALVE W/VALVE BOX WATER LINE TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT AS REQUIRED + SNAKEP1T TEST STATION DR VALVE BOX PER SPECS WITH BOX 4PPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. 'MIN TEE OR TAPPING SLEEVE 2" SQUARE AWWA NUT VALVE AS REQUIRED EXTENSION WITH A A AS ' T CENTERING COLLAR. T T FINISHED GRADE REQUIRED - TERMINATE 4' TO 5' A 6" A FROM TOP OF BOX. t . T 6.. 2" SQUARE AWWA NUT � -� i BURY LINE EXTENSION WITH tAS_ REO VARIE ANCHOR 90' BEND CENTERING COLLAR. GATE VALVE TERMINATE 4'TO 5' W/VALVE BOX i 3 FROM TOP OF BOX. i } -STANDARD FIRE HYDRAN ~3 STD. GATE VALVE ap T VALVE MJ AN STS. 6" C909 PIPE AWWA C900 W/STAINLESS I 'I WITH SS BOLTS 6" MANCHOR + 40 COUPLING f- PRESSURE.PIPE , STEEL BOLTS � (SEE NOTE 8) CON RETKING PEA GRAVEL - FILL 14 go. INSULATED PVC OR Q.I. PIPE BLOI TO 1 FT. ABOVE COPPER TRACER WEEP HOLE WIRE THRUST BLOCK FIRE HYDRANT LOCATION REALIGN AS NEEDED iii... rl ,�• ., .� ns;.. MEGq�u NOTES: PIPELINE SETSCREW R q _ 1. FURNISH AS SHOWN ON PLANS WARNING SIGN MAIN LINE RETAINER t0. BLACK AND ON ALL VALVE SIGN POSTS. UNDISTURBED TEXT -� WARNING 2' SIGNS A CONSTRUCTED FROM 200 GA STEEL BAKED ON ENAMEL FINISH. FURNISH ONE DIRT t0" RGROUND PIPELINE WARNING AND ONE VALVE SIGN • V 9r , 24" MIN. : -: CONTACT THE CITY AND ONE POST FUR EACH VALVE BEFORE EXCAVATING INSTALLED AND AT OTHER END OF LINE YELLOW LOCATIONS AS SHOWN ON PLANS. WATERLINE CAP/PLUG BACKGROUND FURNISH SAME NUMBER OF 14" REPLACEMENT SIGNS AS FOR EACH o M. J. TEE INSTALLED (OMITTING VALVE OR CROSS V AL V NUMBER ON VALVE SIGN BLANK) BEDDING SAND 7" N0. (NOT A SEPARATE PAY ITEM) 1 2" BLACK PRESSURE 3' X 3' X S �J SENSITIVE NUMBERS CONCRETE SLAB A TO BE ADDED AFTER WHITE 10 BASIC SIGN HAS BEEN 24" BACKGROUND. PAINTED. , NOTE: DIMENSION FOR CONCRETE VARIES WITH M'" PLAN VIEW MJ PLUG WATERLINE SIZE PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED SELECT 4'-0" °p` 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION FILL CHANNEL POST MEGALUG 2'X 4' X 6" 4'-0" CAST IRON VALVE BOX COVER PIPE CONCRETE SLAB T 2' X 4'X 6" CONCRETE SLAB 4' 0" NOT GREATER C 0 THAN 4 F AN 5 %A K IL I y9 AMERICAN FLOW CONTROL TRENCH G T ADAP ER OR AN APPROVED EQUAL 6" DIP W/RETAINING GLAND, ATBEND AN LUG. Y' D P qP • giy SECTIONA A CONCRETE i. o THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON T m *NOTE: W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF ASSEMBLY SHALL 95% END OF LINE BLOCKING STANDARD DENSITY PER IN-LINE BLOW OFF ASSEMBLY ASTM 0698 W3-00 W3-Ol NOTE: I. EMBED COPPER LINE IN. TAMPED SAND FROM BRONZE INSECT SCREEN r"-` - GALV. EL! UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP �_- �i t GALV. NIPPLE REMOVE AND DISCARD SIDES OF COPPER PSE. jl�� AFTER USE MJ PLUG 2.PAYMENT FOR BIO ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM Ii VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I I EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 (11 CAST IRON LID 11 SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE 1" OR 2". OR MODEL 102 (2") 0 1 1� ;K2* X 4' X 6" CONCRETE SLAB 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL AFTER BLOWOFF AMERICAN FLOW CONTROL THE ENGINEER 11 INSTALL MALE QUICK TRENCH ADAPTER EXIST. GRADE CONNECTION & CAP OR AN APPROVED HOT -BOX POLY ROX 4" APPROVED EQUAL MODEL PHRI (1") WITH _ HEAT OR MODEL PHR2 (2") " BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP WITH HEAT OR APPROVED IRON PIPE THREAD EQUAL ` COMPRESSION FITTING AND BALL •G**TE VALVE BRASS THREAD PIPE WATER MAIN 4" X NX N CONCRETE PAD (FOR 1" PIPE) LCOPPER EXPOSED TO CONC4" X 5'.•X N CONCRETE PAD (FOR 2" PIPE) SLEEVED WITH LLQ BE BRASS ELL MJ TAPPED CAP SLEC JED ITH APPROVED , COPPER PIPE SLEEVNNG CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN0E7CORWA�P_ICCE WITH MAIN UNDISTURBED SOIL BE INOE ACCORTAJL DANCE WITH BRASS NIPPLE 4" END OF LINE /j TAPPING SADDLE W/ CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 73-03 W3-04 NOTE:USE POLYETHYLENE WRAP OR TEE SCMEWLE EQUAL BETWEEN CONCRETE & PLUG ID! THRUST C A VOLUME TO PREVENT CONCRETE FROM ru tta"I (i" .I ce..� STICKING TO PLUG. " 4,6.8 5.1 1.5 0.3 1012 11.3 1.5 3.51 0.6 LP v -POUR AGAINST UNDISTURBED EARTH TEE TURUSTBLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTiL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS-% T _ / BEND SIZE BLOCK AS DIRECTED.SLEEVE TEE OR TAPPING & VALVE ECHANICAL JOINTS I BLOCK USING 12"x12"x4" G All MIN. DIMENSION APPROX. AS REQUIRED WITH SETSCREW 6,8- PRECAST CONCRETE EQUAL TO ONE BAG OF RETAINER GLANDS 2.7 0.4 9LOCK SACKRETE OR MEGA LUGS 2.5 6" X 12" GRADELOK 1.2 BLOCK as DIRECTED ROTATEPTO GLANDS STANDARD FIRE GATE VALVE &BOX OPTIONAL HYDRANT ASSEMBLY 2.0 W1-00 0.9 1.5 W1-02 2" SQUARE x 2" HIGH TRAFFIC RATED k REFER TO 7 CACEHNICq� SECTION COAT Fj� WITH COPPERHEAD 12 FOR TRR BLUE QA -MEL PAINT OPERATING NUT 09 03 WIRE SNAI(EPIT TEST INSTALLATION 2.2 0.5 STATION OR TRAFFIC RATED COPPERHEAD 1,5 2.511.51 1.5 0.9 1.2 0.8 • 1.1 APPROVED EQUAL SNAREPIT TEST 5TATtON OR 6.831. 1.0 a 1.510.9 APPROVED EQUAL 0.1 10,1..' 1.5 1.5 LIS 11.2 0.6 0.1 GROUND LEVEL Liz � ,,: 24 "x2+1 ^ x6" hrC„�� COTND.) PAD _?• BE OPEN CUT - VALVE OPERATING NUT 24" METAL T 4� DIRECTED BY ® STEEL CASINGJ THE ENGINEER AS REQUIRED ® ! EXTENSION MAX. DETECTOR TAPE I.) TYPICAL URBAN CITY STREET CROSSING 5" DIA x 1/8" MINCR THICKNESS STEEL STRE T- CROSSING D METAL DETECTOR TAPE i t1 (I W4-01 PLATE w/ 901CUT-OUT AQ SELECT MATERIALORIGINAL GROUND OR /- i MATERIAL EXCAVATED FROM THE DITCH, (WHICH 1S FREE OF BOTTOM OF SUB -GRADE i 48"R MIN. e1 i S�S"?-R &4 SMS o sG�s UP, L& 1 ALL E INCHES IN fHE LARGEST DIMENSION), COMPACTED TO A IN FUTU(?��,TREET r T"N.,..;,3.. i - S L G'sS TI N i ►S TAI 0 1" DIA STEEL ROD 1. TRACING WIRE fes% 7 (STANDARD) ATA I T T T WITHIN ASM 0698 MOISTURE CON EN WI N A. ARA TAI FOR P T STREETS. ED SEE O OPEN S EE S. SOLID 14 TRACER WIRE SHALL END' SQUARE SOCKET AREAS e... YARDS. PASTURES, EASEMENTS) AND T0 A - CAPPER C&? AT A TEST STATION. 2" DIA INSIDE AND 2. ERr 100 FEET PiiwOVIW A WATER STOP &OCJ'C OPTIMUM TO -4% OF OPTIMUM UNDER NEW STREET 8"-12" MA9_-51-L42T '.. ' :.. S"-12" Mh)(.6'�-S;�' :``::' `: :: 21/4" DEPTH TWO 3/8" SET SCREWS ON AREAS.ANil ST:2FCT5 i'0 f3E. Rc.C(?IVSTRIICi'EO. 8O (MANUALLY O (MANUALLY CONSOLIDATE CONSOLIDATELENGTH. O:', ON EMO NT. &OCK .SIML BE 6 FEET Alb SCODW SMI[) All TNS AREA. AT AT OPTIMUM AT OPTIMUM ® GRANULAR M E RIA! �_ MOISTURE) 3. L BEDDING & INSTALLATION OF PVC PIPE SHALL MOISTURE) MATERIAL SHALL BE HANK RUN RIVER SAND WHiCH IS FREE 4" 4" " IN ACCORDANCE WITH ANSI/AWWA STANDARDS OR PVC PIPE. (1/8" MiN WALL EiTHER SIDE TO LOCK THE OPERATING NUT. SCREWS TYPICAL UTILITY PiPE ALL AlBEDDDDiL BENG ACCORDANCE STALLTI N OFANSVAWWA C190PIPE /A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 O.D. 0.0. 5. TYPICAL UTILITY PIPE MAXIMUM PLASTICITY INDEX 15 PLACE METAL DETECTOR MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6" MIN./12." MAX. TAPE AT A MINIMUM OF 24" 6" MIN./12" MAX. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 3/4" SIEVE 100 lr.�a�t„_ ^ ABOVE TOP OF PIPE , THICKNESS) ARE TO BE FLUSH WITH PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL 7. UST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. y, E -6r- •. y ,, . .l j J�•�;-j1l�j l,�) 44[� _A �r�y yO _'� J .L ZJ_ L{ © CEMENT STABILIZED SANG OUTSIDE EDGE OF BOTTOM HE R <�YTTHE CONTRACTOR. SHALL BE CONTROLLED :�iE+r't?�,�'71�C!C_.L�,i� 8. ALL TRENCHES SHALL BE BACK FELLED AND TEMPORARY SOCKET, k TRACER WIRE MUST BE INSTALLED --/DEAD END Z�T BEDDING DI PIPE & PVC PIPE T��irarT _ DIRECTLY ABOVE THE PIPE '�,`,•d8- &.c`,' E �y R� g D - - 6RFEF�i BEYONDL��t�� OF PIPE. - GATT VALVE EXTENSION �'7^ C%ffi c'ONNE,rT10N°s FOR Rk wi-ol UTILITY PIPE LOCATION MATERIALS GENERAL NOTES: WI -03 MEGq�u NOTES: PIPELINE SETSCREW R q _ 1. FURNISH AS SHOWN ON PLANS WARNING SIGN MAIN LINE RETAINER t0. BLACK AND ON ALL VALVE SIGN POSTS. UNDISTURBED TEXT -� WARNING 2' SIGNS A CONSTRUCTED FROM 200 GA STEEL BAKED ON ENAMEL FINISH. FURNISH ONE DIRT t0" RGROUND PIPELINE WARNING AND ONE VALVE SIGN • V 9r , 24" MIN. : -: CONTACT THE CITY AND ONE POST FUR EACH VALVE BEFORE EXCAVATING INSTALLED AND AT OTHER END OF LINE YELLOW LOCATIONS AS SHOWN ON PLANS. WATERLINE CAP/PLUG BACKGROUND FURNISH SAME NUMBER OF 14" REPLACEMENT SIGNS AS FOR EACH o M. J. TEE INSTALLED (OMITTING VALVE OR CROSS V AL V NUMBER ON VALVE SIGN BLANK) BEDDING SAND 7" N0. (NOT A SEPARATE PAY ITEM) 1 2" BLACK PRESSURE 3' X 3' X S �J SENSITIVE NUMBERS CONCRETE SLAB A TO BE ADDED AFTER WHITE 10 BASIC SIGN HAS BEEN 24" BACKGROUND. PAINTED. , NOTE: DIMENSION FOR CONCRETE VARIES WITH M'" PLAN VIEW MJ PLUG WATERLINE SIZE PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED SELECT 4'-0" °p` 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION FILL CHANNEL POST MEGALUG 2'X 4' X 6" 4'-0" CAST IRON VALVE BOX COVER PIPE CONCRETE SLAB T 2' X 4'X 6" CONCRETE SLAB 4' 0" NOT GREATER C 0 THAN 4 F AN 5 %A K IL I y9 AMERICAN FLOW CONTROL TRENCH G T ADAP ER OR AN APPROVED EQUAL 6" DIP W/RETAINING GLAND, ATBEND AN LUG. Y' D P qP • giy SECTIONA A CONCRETE i. o THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON T m *NOTE: W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF ASSEMBLY SHALL 95% END OF LINE BLOCKING STANDARD DENSITY PER IN-LINE BLOW OFF ASSEMBLY ASTM 0698 W3-00 W3-Ol NOTE: I. EMBED COPPER LINE IN. TAMPED SAND FROM BRONZE INSECT SCREEN r"-` - GALV. EL! UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP �_- �i t GALV. NIPPLE REMOVE AND DISCARD SIDES OF COPPER PSE. jl�� AFTER USE MJ PLUG 2.PAYMENT FOR BIO ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM Ii VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I I EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 (11 CAST IRON LID 11 SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE 1" OR 2". OR MODEL 102 (2") 0 1 1� ;K2* X 4' X 6" CONCRETE SLAB 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL AFTER BLOWOFF AMERICAN FLOW CONTROL THE ENGINEER 11 INSTALL MALE QUICK TRENCH ADAPTER EXIST. GRADE CONNECTION & CAP OR AN APPROVED HOT -BOX POLY ROX 4" APPROVED EQUAL MODEL PHRI (1") WITH _ HEAT OR MODEL PHR2 (2") " BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP WITH HEAT OR APPROVED IRON PIPE THREAD EQUAL ` COMPRESSION FITTING AND BALL •G**TE VALVE BRASS THREAD PIPE WATER MAIN 4" X NX N CONCRETE PAD (FOR 1" PIPE) LCOPPER EXPOSED TO CONC4" X 5'.•X N CONCRETE PAD (FOR 2" PIPE) SLEEVED WITH LLQ BE BRASS ELL MJ TAPPED CAP SLEC JED ITH APPROVED , COPPER PIPE SLEEVNNG CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN0E7CORWA�P_ICCE WITH MAIN UNDISTURBED SOIL BE INOE ACCORTAJL DANCE WITH BRASS NIPPLE 4" END OF LINE /j TAPPING SADDLE W/ CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 73-03 W3-04 NOTE:USE POLYETHYLENE WRAP OR TEE SCMEWLE EQUAL BETWEEN CONCRETE & PLUG ID! THRUST C A VOLUME TO PREVENT CONCRETE FROM ru tta"I (i" .I ce..� STICKING TO PLUG. " 4,6.8 5.1 1.5 0.3 1012 11.3 1.5 3.51 0.6 LP v -POUR AGAINST UNDISTURBED EARTH TEE TURUSTBLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTiL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS-% T _ / BEND SIZE A fill 8 un C ccu E au G All VOLUME cm a 1 lf2" 6,8- 5.0 1.5 1.5 0.9 2.7 0.4 90, 10,12' 6.5 2.5 1.5 1.2 4.0 1.0 45' 68" 2.0 2.0 1.5 0.9 1.5 0.2 THE SUPERVISION F A RPLS UPON COMPLETI 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.5' 6.8" 1.5 10,12' 2.0. 1,5 2.511.51 1.5 0.9 1.2 0.8 • 1.1 0.1 0.3 11 .25' 6.831. 1.0 1.51 1.510.9 0.4 0.1 10,1..' 1.5 1.5 LIS 11.2 0.6 0.1 i TYPICAL HORIZONTAL THRUST BLOCK WATER PIPE PIPE JOINT 2-00 NOTES: CARRIER PIPE --JAg i� - - 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 5. MATERIAL USED SHALL BE AS SPECIFIED OR Ab TIGHT NEOPRENE END BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. 1 lf2" FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 6. ALL CONNECTIONS TO BE COMPRESSION TYPE. (FOR C 7 147 B/C 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL Si ECIFICATIONS. �T' •j�� 7. ALL SERVICE WYES & EXTENSIONS ARE TO BE BE NOTE: CASING SPACERS 2.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTION THE CITYENGINEER. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSNGS HAVE BEEN INSTALLED. g, METERS AND VALVE BOXES SHALL 8E PLACED BY THE gg yyyy LL EE p L�� qg �� 4. WPTH AR8EN0 SUCROADWA SHALTHE A80 ETTH SP CITY UPON PAYMENT OF FEE. ABOVE THE PARALLEL 3. MARK EACH SERVICE END WITH METAL "T" POST 9, LOT CORNERS SHALL BE MARKED WITH A LAT UNDER PAINTED BLUE. THE SUPERVISION F A RPLS UPON COMPLETI OF .I, FOR COMMERCIAL DEVELOPMENT, DISTANCE SHALL BE CONSTRUCTION. 3"-12" FROM FINISHED GRADE WITH AN ANGLE BALL OHC. CURB & GUTTER RESTRAINED FROM FLOTAT VPLIVE ON THE COMMERCIAL SIDE. INSULATED: "APS, INC., MOD 777777 **SEE TECHNICAL SECTION 3.3 12 13 FOR MATERIAL REQUIREMENTS APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR 4, TAPPED TEE 6 `-CORP STOP i" TYFE K COP 1-1/2" TYPE K WATER LINE (SEE NOTE 1) NEW WATER SEI (SH'ORTAND LONG SIL ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, ORIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED CIDWMN �aG: •2 I:v-t�.�s�� OR EXCAVATED SOIL COMPACTED NEAREST BELL TO 98'/. MAXIMUM DRY DENSITY AS PER ASTM D698 JOINT (TYP. WITHIN OPTIMUM TO •41 WET OF OPTIMUM EA. END) (OPTION NO. IIN W•+-02) �J` QT 1 CARRIER PIPE --JAg i� - - 1 -PC. PULL -ON WATER - C2 6 ' PAVEMENT AREAS TIGHT NEOPRENE END �•�Q I SEAL W/ STN. STI. 1� `y CLAMPS "APS" OR , RUCTION W/VALVE BOX 7 147 B/C 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL Si ECIFICATIONS. �T' •j�� 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY NOTE: CASING SPACERS . SIDEWALif ' THE CITYENGINEER. 4 -RUNNER MN. (THRU 24'E 5, TO gg yyyy LL EE p L�� qg �� 4. WPTH AR8EN0 SUCROADWA SHALTHE A80 ETTH SP CASING) OR 6 -RUNNER MN. ABOVE THE PARALLEL (24"•42' CASING) STA B CRRIER PSPE CAN 8E°PULLED MAN. TEE OR TAPPING SLEEVE &VALVE EN BTL. TYPE3030 4: 8" WIDE BAI SLEEVE TAPPING AS REOUIRED W/ POLYMER RUNNERSc CEI AS REQUIRED OR NON-CENTEREO.CLEAR RESTRAINED FROM FLOTAT OPEN CUT OPEN CUT WATER LINE INSULATED: "APS, INC., MOD STRUCTURAL BACKFILL AREA OR "CASCADE" LIMIT LIMIT W2-02 OF PAVEMENT 5'-0" e - BRASS CURB STOP-- WITH TOP WITH PLUG (REF) ALVE-- 7 (- SERVICE / 0 r ---- 4'MIN .-----i_- VIEW A A O �A 2' MM. -3' MAX. (SEE NOTE 4) BALL VALVE - PAp2' MIN, ITH PLUG 2 FOR DOUBLE SERV) N 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) i-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) ;SINGLE SERVICE) 1-1/2" CUFF BEFORE WYE VG (DOUBLE SERVICE) i-1/2" BALL VALVE (FOR DOUBLE SERVICE W2-01 2' 7- &Polls TYPMAX " TYP '8" TYP. AX y 1 L�! jn STEEL CASING ASINC SPACER ADJUSTABLE TOP RUNNERS � TO MAINTAIN 1" MAX CLR. MAX V 1 BAND CLAMP STEEL CASING w AT SPRNGLINE g" WIDE RANO STAINLESS STEEL (TYPE SULA 304) ION PRO IDE 4 NEOPRENE INSULATION SLEEVE RUNNERS AT +s• BETWEEN PIPE AND BAND BOTTOM UN r POLYMER RUNNER (TYP) �i••p SING DETAIL T2-03 O e NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY ATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSI G E CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX STANDARD SPECIFtCAT10N FOR WATER AND SEWER LINE CON. , RUCTION W/VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL Si ECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITYENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED A80VE TH MAN IT TIES TO gg yyyy LL EE p L�� qg �� 4. WPTH AR8EN0 SUCROADWA SHALTHE A80 ETTH SP MAIN A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLEt ABOVE THE PARALLEL CRRIER PSPE CAN 8E°PULLED MAN. TEE OR TAPPING SLEEVE &VALVE EN ASEMENT SLEEVE TAPPING AS REOUIRED AS REQUIRED 2'-0" MIN. 2' 0" MIN. ENCASEMENT OPEN CUT OPEN CUT WATER LINE SHO LOER VARIES WATER LINE LIMIT LIMIT 5'-0" WIOT OF PAVEMENT 5'-0" WIDTH OF PAVEMENT _ MIN. I MIN. , GATE VALVE 3'-0" MIN. SIDEWALK MAY LATE VALVE 3'-0" BELOW DITCH ,F W LINE.�- BE OPEN CUT DIRECTED BY ® STEEL CASINGJ THE ENGINEER AS REQUIRED ® ! CARRIERPIPE CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STRE T- CROSSING (I W4-01 4-00 AQ SELECT MATERIALORIGINAL GROUND OR /- i MATERIAL EXCAVATED FROM THE DITCH, (WHICH 1S FREE OF BOTTOM OF SUB -GRADE P R i H T ( s A ROCKS LUMPS, CLODS 0 DEBRIS LARGER THAN TWO 2) � •7I'•�f � ORIGIN^ONTTOUND r f'i L'r^E-$'!(i86.-wv`e.r NOTES: N E INCHES IN fHE LARGEST DIMENSION), COMPACTED TO A IN FUTU(?��,TREET MINIMUM OF 902 OF MAXIMUM DENSITY AS DETERMINED BY AREA 1. TRENCHING UR BEDDING AND TRENCHING 4�lTHlN ALL E.YIS)TNG 15 L fes% 7 (STANDARD) ATA I T T T WITHIN ASM 0698 MOISTURE CON EN WI N A. ARA TAI FOR P T STREETS. ED SEE O OPEN S EE S. OPTIMUM TO •4L OF OPTIMUM UNDER NON-STRUCTURALA SEL CT MAT IAL (DetoAs ST4-00, ST4-DZ ST4-02). THIS NOTE DOES AREAS e... YARDS. PASTURES, EASEMENTS) AND T0 A T APPL Y TO STREETS BEING RECONS TRU TED. ., MIM MUM0F 98Z OF MAXIMUM DENSITY AS DETERMINED CEMENT STABILIZED ASTM 0698 (STANDARD) ATA MOISTURE CONTENT WITHIN SELECT MATERIAL AND 2. ERr 100 FEET PiiwOVIW A WATER STOP &OCJ'C OPTIMUM TO -4% OF OPTIMUM UNDER NEW STREET 8"-12" MA9_-51-L42T '.. ' :.. S"-12" Mh)(.6'�-S;�' :``::' `: :: T Snip OR NWTIVE WATEAUL AREAS.ANil ST:2FCT5 i'0 f3E. Rc.C(?IVSTRIICi'EO. 8O (MANUALLY O (MANUALLY CONSOLIDATE CONSOLIDATELENGTH. O:', ON EMO NT. &OCK .SIML BE 6 FEET Alb SCODW SMI[) All TNS AREA. AT AT OPTIMUM AT OPTIMUM ® GRANULAR M E RIA! �_ MOISTURE) 3. L BEDDING & INSTALLATION OF PVC PIPE SHALL MOISTURE) MATERIAL SHALL BE HANK RUN RIVER SAND WHiCH IS FREE 4" 4" IN ACCORDANCE WITH ANSI/AWWA STANDARDS OR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD UNDISTURBED SOIL UNDISTURBED SOIL J PIPE PIPE L 4. ALL AlBEDDDDiL BENG ACCORDANCE STALLTI N OFANSVAWWA C190PIPE /A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 O.D. 0.0. 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL VAMPING. MAXIMUM PLASTICITY INDEX 15 PLACE METAL DETECTOR MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6" MIN./12." MAX. TAPE AT A MINIMUM OF 24" 6" MIN./12" MAX. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 3/4" SIEVE 100 lr.�a�t„_ ^ ABOVE TOP OF PIPE , PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL 7. UST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. y, E -6r- •. y ,, . .l j J�•�;-j1l�j l,�) OF THE WORK. EITHER INSIDE OR OUTSIDE _A �r�y yO _'� J .L ZJ_ L{ © CEMENT STABILIZED SANG HE R <�YTTHE CONTRACTOR. SHALL BE CONTROLLED :�iE+r't?�,�'71�C!C_.L�,i� 8. ALL TRENCHES SHALL BE BACK FELLED AND TEMPORARY - -. -• AVING OR PLATING PLACED AT THE END OF EACH ORKNG DAY. Z�T BEDDING DI PIPE & PVC PIPE T��irarT _ �TRENCH gFOR T�AND �P T4-02 GENERAL NOTES: ALL AREAS EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRE[). BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH iS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION' CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CITY OF BRYAi The Good Life, Texas Style." DRAWN BY: C.L.M. DATE: 03-01-11 SCALE: N T S APPROVED: W. P, K.' FIGURE: SHEET 1 OF 1 �� �1O/ �� r�.+�t:;,' ".,. • 50' FRONT✓ /P ' "t '' ►^°� SETBACK UNE 1bt, N /F S •s, w I / / WELLBORN SPECIAL UTILITY DISTRICT 4.04 ACRE TRAC TRACT 2, 3991/197 �G� RO°N:: 1 �� i�� tet,, ,,•,. �. .... ✓ . / � � PSE •;.;;,s=�',4 «+ s•`, / o � / j 1 PROPOSED FIRE LANE SIGN',.* • / ' EXISTING PROPOSED:i °'° '"' r °s DRIVEWAY j , , _; FIRE HYDRANT / '�� " ( I I •�---..� 5 SIDEWALK I {TYPICAL) I EXISTING j : M=. ` . PROPOSED.'`" WATERLINE 8 WATERLINE �i� a� •2 +(�W_'r•�:h12 df A AA M tz•S.S • _ ' S"-1•ti �rdit, �iL'�7 fid. (./ .114 x•.:w,t;a,.a•�•t moi. -3`3ky 4` 15 P.U.E. / • M•;. `� ''' / , ��6 s- `�.,J`y 10583/53 r\ / '~' •.-, �.r _•`� - .�-''� 7 �'3� 15' P.U.E. - / �,�+ / LIMITS OF DISTURBED �' •„ T'�r�_�,s,j4"'~. ~'' ✓ f AE 10583/53 2 . �O p AREA - ,; ``%:•;�; `' 1,.. ..- -' 1, �� o '°�. l EXISTING OVERHEAD ECTRIC LINES TO BE •«t: „=',•y.� r �- -- ' t I� 'bp`I' ~ �. / REMOVED OR RELOCATED WELLBORN LANDING SUBDIVISION LOT 1, BLOCK 1 PLAT, 9429/162 DRIVEWA •` .-+".?.;�,�5 ;., ;,�'? v. ati / C t i a ,;i�" rid' .,..�Z,>•t�,�.�,�• ✓ EXISTING x;M '� •�, z'�' / ELECTRICAL UNE TO REMAIN' M / - MARILYN GREENE CALLED 1.34 ACRE / TRACT 5009/231 / ! ZONED A -O / k UNPLATTED Jk L_\_1 x E C PAR G 12"x18" reflective finish metol sign L� 104" reflective finish metal sign 2x2 galvanized steel tube column set in concrete footing. Provide galvanized steel cop welded L -----L ADA SIGN DETAIL N.T.S. 268' «. 206' EXISTING _/ , DRIVEWAY STEEL REINFORCING BARS * CONCRETE PAVEI ;14- 7 , ;:�t I-•• 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 ® 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 CONCRE'TEE PAVING SECTION N.T.S. 0 ROAD EXISTING DRIVEWA' 1. THE OWNER OF THE PROPERTY IS THE TRIPP FAMILY TRUST THE SUBJECT PROPERTY IS LOT 1. BLOCK 1 OF THE WELLBORN BUSINESS PARK, PROPERTY IS ZONED AO - AG tICUUTURE OPEN. 2i TH DISTURBED AREA FOR THIS PROJECT (PHASE 1 & 2) IS 2.73 ACRES {119,111 SF'. 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN & DF NAGE REPORT. 4. LA 4DSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LA DSCAPE & IRRIGATION PLANS. 5. n E IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IV B (WOOD CONSTRUCTION) OF 4,000 SF IS 1,750 GALLONS PER MINUTE. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. 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 PF OJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 9. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSF) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT' PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SAINITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 10. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 11. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 12. A 'CORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. 'TEXAS AND INCORPORATED AREAS MAP NUMBER 48041CO200C EFFECTIVE JULY 2. 1992, THE P PERTY IS NOT LOCATED IN THE i 00 YEAR FLOOD HAZARD AREA. 13. P BUC WATER IMPROVEMENTS SHALL BE PER CONSTRUCTION DRAWINGS TITLED. "�ONSTRUCTiON DRAWINGS FOR PROPOSED PUBLIC WATERLINE IMPROVEMENTS WELLBORN BUSINESS PARK." 14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS 0ERWISE NOTED. 15. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PROPOSED DIVERSION CHANNEL TO BE PAVEMENT DEPTHS. ;. ^� / , MAINTAINED BY PROPERTY OWNER / 1$. E TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. PROPOSED ` ; 180 SF / 'C / ZZ OSSF TANK • ISLAND AREA & EQUIPMENT t i rd / k 17. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERlZON, STORM SEWER, ETC.) / D�VY AYS SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON N ` SKETCH OF EXISTING j CNSTRUCTTON UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT r 15 SIDE STREET AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT PROPOSED Qi '."�. 4Q' / ,� / SETBACK LINE N.T.S. N/F / ,, � • �� . � / ac ' REPRESENT AS -BUILT CONDITIONS. DONALD ROYDER AND WIFE, MARTHA ROYDER / r\ // - --t 18. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE CALLED 5.00 ACRE TRACT ( / / j PROPOSED / '' 2 / f I 12" -re ' o EACH END 108 I AIION UNIFIED DEVELOPMENT ORDINANCE. 6627/107 j Msny� 8" WATERLINE ,� .gyp t ZONED A-0 l 9, A' ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED UNPLATTED 20' P.U.E. / j' ' 0o� STREET ROW FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC - o top I E of tube. Paint tube and cap. Direction i t i 1 N67 38' 48"E L.2 m o C j All characters must be 33"E L13� 60" minimum above S68'12' rade or sidewalk. " 51"W L -----L ADA SIGN DETAIL N.T.S. 268' «. 206' EXISTING _/ , DRIVEWAY STEEL REINFORCING BARS * CONCRETE PAVEI ;14- 7 , ;:�t I-•• 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 ® 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 CONCRE'TEE PAVING SECTION N.T.S. 0 ROAD EXISTING DRIVEWA' 1. THE OWNER OF THE PROPERTY IS THE TRIPP FAMILY TRUST THE SUBJECT PROPERTY IS LOT 1. BLOCK 1 OF THE WELLBORN BUSINESS PARK, PROPERTY IS ZONED AO - AG tICUUTURE OPEN. 2i TH DISTURBED AREA FOR THIS PROJECT (PHASE 1 & 2) IS 2.73 ACRES {119,111 SF'. 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN & DF NAGE REPORT. 4. LA 4DSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LA DSCAPE & IRRIGATION PLANS. 5. n E IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IV B (WOOD CONSTRUCTION) OF 4,000 SF IS 1,750 GALLONS PER MINUTE. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 8. 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 PF OJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 9. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSF) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT' PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SAINITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 10. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 11. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 12. A 'CORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. 'TEXAS AND INCORPORATED AREAS MAP NUMBER 48041CO200C EFFECTIVE JULY 2. 1992, THE P PERTY IS NOT LOCATED IN THE i 00 YEAR FLOOD HAZARD AREA. 13. P BUC WATER IMPROVEMENTS SHALL BE PER CONSTRUCTION DRAWINGS TITLED. "�ONSTRUCTiON DRAWINGS FOR PROPOSED PUBLIC WATERLINE IMPROVEMENTS WELLBORN BUSINESS PARK." 14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS 0ERWISE NOTED. 15. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PROPOSED DIVERSION CHANNEL TO BE PAVEMENT DEPTHS. ;. ^� / , MAINTAINED BY PROPERTY OWNER / 1$. E TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. PROPOSED ` ; 180 SF / 'C / ZZ OSSF TANK • ISLAND AREA & EQUIPMENT t i rd / k 17. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERlZON, STORM SEWER, ETC.) / D�VY AYS SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON N ` SKETCH OF EXISTING j CNSTRUCTTON UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT r 15 SIDE STREET AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT PROPOSED Qi '."�. 4Q' / ,� / SETBACK LINE N.T.S. N/F / ,, � • �� . � / ac ' REPRESENT AS -BUILT CONDITIONS. DONALD ROYDER AND WIFE, MARTHA ROYDER / r\ // - --t 18. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE CALLED 5.00 ACRE TRACT ( / / j PROPOSED / '' 2 / f I 12" -re ' o EACH END 108 I AIION UNIFIED DEVELOPMENT ORDINANCE. 6627/107 j Msny� 8" WATERLINE ,� .gyp t ZONED A-0 l 9, A' ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED UNPLATTED 20' P.U.E. / j' ' 0o� STREET ROW FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC 10583/53 j FUTURE PROPOSED �►,� DEDICATED ` Ar RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, t FIRE HYDRANT/ h I MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHAD_ BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED o � ML _ ?2* APPEARANCE. K.t / d, • � / / / k 24 / / /. ►o / 0.48 ACRES STREET pppgplp �,- 20. PRDPOSED SIGNS SHALT. BI" PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. IGHT-OF-WAY fE _ END BUFFER j+° DEDICATION CNLY FENCE j �� / _ / _ :- , -_ - / N,/ /// O 5: I-38'-4---15-...4-T6i---30" mtr�.�30" enin. t6--4 -38' Igo __ _ - - _ _ _ r..._ -r._ ATM43 NMS, 20' SIDE / I j HASE 2 UNE BIKE RACK DE AM " :�: ;-;:,v� �;, �, / T 1. SIGN SHALL COMPLY WITH THE CoCS SETBACK UNE •: • r�:•;;^..• 1, FENCE POST, SHALL BEN CLOSER THAN 36 TO r : •7 ��:.: / �r N F FIRE SERVICE STANDARDS. ,�I j r:::,: ATMOS ENER Y FACILITIES AND SHALL NOT BE SET AT / •.,�,, IC44 s'�`•'`:� '�`_.''4�' ' �,� � •. / r� / � WALTER W. RUOF`jF, JR. AND WIFE, A DEPTH OF ORE THAN 24". "r"S: 4c LYNN M. RUOFF GALLED 11.18 N.T.S. .: :S L '�•�. `r •' ^.•''• _ ,�'`i,'"` ACRE TRACT 1694/111 FIRELt1►1VE SIGN DETAIL - 2. POS FOR GING SHA BE EITHER 0 OR STEEL ..•..w::::i:. :•i •'7 - ::��:::;a:>".•"'r ��` .:v�.:i:' /I UNPLATTED N.T.S. -WAY. PLACED 1N THE • j `' :::i: f;: e?i':3 ' r::: Y WITH f 3 EASEMENT RIGHT OF 7�( �t �. 1 h• A-0 CONCRETE PI SHALL NOT BE ` J ��; r..,ri• •,�; ,. � i:.:�="' / / 1 FIRE LANE MARKINGS 0 R 11YA t«. r f ooh/ V. - [' •jF 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED 4. ATMOS ENEf 2 Y SHALL NO BE RESPONSIBLE FOR ANY PROPOSED DAMAGE TO, INCLUDING R LACEMENT AFTER REMOVAL, f ( l 1 t { : A ' • ?': =s� „ DUMPSTER PAD RED WITH FOUR INCH {4") WHITE LETTERING nye` '^ � " b� . ' .� `'""i M. / x " _ _ OF NON -A6 CUL`T`URAL FENCING WITHIN THE EASEMENT c h p < WITH 6' SCREEN STATING FIRE LANE NO PARKING TOW / OR RIGHT - O WAY AS A ESULT OF OPERATION, �~ :i. -•.:c ::� r r :. / FENCE 7�1:.: {'' '_. r:� AWAY ZONE" WORDING MAY NOT BE SPACED MAINTENANC OR CONSTRUCTION OF ATMOS ENERGY ':jrry '�^�"''?:`'ns+�r:� j� ar FEET APART. ATMOS HIGH PRESSURE " / MORE THAN FIFTEEN FACILITIES. i :/ j : h 6" STEEL PIPE ♦� '`r � e` k 2. A SIGN TWELVE INCHES {12"} WIDE AND X ::� ;. rfi :::;.. T SUl3JE • NATURAL GAS PIPELINE ••,.:; �..::•.•.::.: �;: PROPOSED EIGHTEEN INCHES 18 3N HEIGHT SHALL BEm .. J ... .:: i:•: � > 1{V PIC (COVERED BY LONE STAR {'::: `,'; ` :•. j OSSF AREA EACH LE"ND �ER I 1 GAS CO. BLANKET EASEMENT '��;{ �_�' I j PROPERTY AND AT THE •ac MOUNTED IN A CO PROF TY I •:: ENTRANCE TO THE N/F J.H. ROYDER REMAINDER OF 148/476) 1 i It .''~z:(/ / / LOCATIONS SHOWN. SUCH SIGNS SHALL BE `" '�' �r TWELVE INCHES (12') WIDE AND EIGHTEEN - - - - - - -- EXISTING CONTOUR N CALLED 10 4NCREDE TRACT 32/136 ), I I t "0 •,:...... :;:' -284. _. I ; INCHES HIGH, WITH A COMPANION SIGN TWELVE Ir. 1/ / UNPLATTED I I I f ' t 1 r; j INCHES {12") WIDE AND SIX INCHES (6- HIGH IGALL - - BOUNDARY '9 I N OtOW-AWAY ZONE . SUCH SIGNS S7'ATI G BE PAINTED ON A WHITE BACKGROUND WITH PUBLIC UTILITY EASEMENT B E SYMBOLS, LETTER AND BORDER IN RED. -X -X -X -X -X-- EXISTING FENCE TOSCAJE I LOT 1, BLOCK 1 I t I 1 W"4 EXISTING WATERLINE I 4.16 ACRES ��% j ZONED A-0 / / - _ " ---5 ---5 ----a PROPOSED PRIVATE SEWER UNE T � L _'ORN BUR 1./ NOTE: ALL CURBS 6 IN HEIGHT LNOMWIw-Ft I j - � UNLESS NOTED OTHERWISE. ----'-•-W S I PROPOSED WATER :UNE I J 15' SIDE STREET I �, { I 1/4"R 24" PIPELINE SETBACK L� � .> O SETBACK UNE / "" -• _„•/ � I ` .. � ......_ ..._........... _...._ � YV L s CO .. 25' PIPELIN 1 t 1 /- I' SETBACK t f ,I � ,,r6 15" P P P ATMOS HIGH PRESSURE Q5 PIP NE ii �.7�6 �� PARK OCT C 0 H 284 PROPOSED CONTOUR ® EQ ARED 4.1� ACRES 3 ••4 1 4"R 5" .._ f0 COLLEGEiii PROPOSED SETBACK BLOCK 1 LOT SETB50' REAACK UNE Ary / / `? r "' 12" a¢ 1., - "- PROPOSED WATER LINE SL 'EVES �"i / \ ti +� / WATER DEMAND PER BUILDING -AE-AE-AE-AE- AERIAL ELECTRICAL VOL. 10583/ P(l. �� � MINIMUM 0 GPM 3 �'b�` / �� •, k PAflKWQ AMALY�B AVERAGE 3.65 GPM. " 4". 6 17 ' I MAXIMUM {PEAK) 14.6 GPM 7== FIRE HYDRANT (: = wREC P115-9 ' ' i 3808 MCCUL•L LOUGH MAD �� REQUIRED PARKING: 3/4 DOMESTIC WATER METER PER BUILDING 3„ �I _._...iDREW MCMAHAN SURVEY, A-167 20' P.U.E. •"y / t 2,040 SF OFFICE 2" • 3 3 2 tT GATE VALVES �•0 20. 0 40 L 10583j53 .. '�`� ' x 1 SPACE PER 250 SF SANITARY ��� l+� COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE IN FEET -7- SCALE 1-- 1 t f 9 SPACES ON-SITE SEWAGE FACILITY (OSSF) WHEEL STOP SCALE: 1 "-'40' APRIL 2012 11 SPACEPERR1000USSFF DESIGN PARAMETERS: PHASE LINE - RE MAY 2013 /t OWNER DEVELOPER. - . 12 SPACES LIMITS OF DISTURBANCE Brad KEerr4R P L.S No. 45 2 t FOUR (4) BUILDINGS 44 X 80 EACH, = #4 BARS .oma �m : roes / L3 / t 21 SPACES REQUIRED TOTAL _ ,.,..,,,.� Herr Surveying, LLC N F CONSISTING OF 4 EMPLOYEES ® 12 GPD EACH : s: <: • :• ) e 505 Church Avenue JAMES ED 10.1.lS AND t 2� HANDICAP SPACE REQUIRED - 3/4 X 18 SMOOTH .7- SEWAGE FAGIt_!'iY SSF GEN ED E EWS BUILDING, WITH WATER SAVING FIXTURES, ON A 10.1. ME' �1 r " :$ SPRAYW=:' / 9 WIDTH, 20 LENGTH TYP. 4.16 ACRE TRACT, Q = 4 EMPLOYEES X 12 EXPANSION DOWELS r5 CALLED 1.716 ACRE TRACT t GPD X 4 BUILDINGS = 192, Ro = 0.045 College Station, TX 778�#i k PROPOSED PARKING: '•;.� _' '•:' SIDEWAI.iC� (978) 268-3195 TRACT 2, 2837j26 t 36 SPACES PARKING 'Ii�PICAL CURB DETAIL : -�.:• t. • ..,, ZONED 837 1 4 SPACE HANDICAP PARKING A=Q/Ri=192 GPa/0.045= 4,266 SF REQUIRED ENGINEER: x V19•IiCLE ACCESS AREA INI BUILDING �� UNPLATTED / 40 SPACES TOTAL A=(75' x 140')/2= 5,250 SF DESIGNED SCHUL3Z ENGINEERING, ILC. N••t�,+�• PO Box 11995 i m t QN College SI`ation, TX 77842 �1R � :: a 1Y�► � � 1. i. � � ► ��� i L M { , THE SEAL APPEARING ON THIS __ n r:n DOCUMENT WAS AUTHORIZED BY `4'14DOCUMENT �i.� JOSEPH P. SCHULTz, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON SEPTEMBER 30. 2013, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. V327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11-167 REV. SEPTEMBER 2013 12327 LEERING, LLC WELLBORN BUSINESS PARK PHASE I & 2 3808 MeCULLOUGH ROAD COLLEGE STATION, TEXAS SITE PLAN SHEET Vm,nCAL HORIZONTAL 1:40 PLOTTING SCALE: 1:1 FILE NAME: 11-167 Ni y gill I �S tr'fl't� f Line Table Line # Length Direction Li 43.05 N67 38' 48"E L.2 744.90 SO4' 44' 33"E 268.61 S68'12' 51"W L4 244.24 NOT 05' 33"W L5 21.63 N57' 12' 12"E L6 347.53 N05' 59, .25"W L7 197.57 N41' 38' 23"£ L8 26.15 S68'12' 51"W L9 111.17 N41- 38' 23"E 10583/53 j FUTURE PROPOSED �►,� DEDICATED ` Ar RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, t FIRE HYDRANT/ h I MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHAD_ BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED o � ML _ ?2* APPEARANCE. K.t / d, • � / / / k 24 / / /. ►o / 0.48 ACRES STREET pppgplp �,- 20. PRDPOSED SIGNS SHALT. BI" PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. IGHT-OF-WAY fE _ END BUFFER j+° DEDICATION CNLY FENCE j �� / _ / _ :- , -_ - / N,/ /// O 5: I-38'-4---15-...4-T6i---30" mtr�.�30" enin. t6--4 -38' Igo __ _ - - _ _ _ r..._ -r._ ATM43 NMS, 20' SIDE / I j HASE 2 UNE BIKE RACK DE AM " :�: ;-;:,v� �;, �, / T 1. SIGN SHALL COMPLY WITH THE CoCS SETBACK UNE •: • r�:•;;^..• 1, FENCE POST, SHALL BEN CLOSER THAN 36 TO r : •7 ��:.: / �r N F FIRE SERVICE STANDARDS. ,�I j r:::,: ATMOS ENER Y FACILITIES AND SHALL NOT BE SET AT / •.,�,, IC44 s'�`•'`:� '�`_.''4�' ' �,� � •. / r� / � WALTER W. RUOF`jF, JR. AND WIFE, A DEPTH OF ORE THAN 24". "r"S: 4c LYNN M. RUOFF GALLED 11.18 N.T.S. .: :S L '�•�. `r •' ^.•''• _ ,�'`i,'"` ACRE TRACT 1694/111 FIRELt1►1VE SIGN DETAIL - 2. POS FOR GING SHA BE EITHER 0 OR STEEL ..•..w::::i:. :•i •'7 - ::��:::;a:>".•"'r ��` .:v�.:i:' /I UNPLATTED N.T.S. -WAY. PLACED 1N THE • j `' :::i: f;: e?i':3 ' r::: Y WITH f 3 EASEMENT RIGHT OF 7�( �t �. 1 h• A-0 CONCRETE PI SHALL NOT BE ` J ��; r..,ri• •,�; ,. � i:.:�="' / / 1 FIRE LANE MARKINGS 0 R 11YA t«. r f ooh/ V. - [' •jF 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED 4. ATMOS ENEf 2 Y SHALL NO BE RESPONSIBLE FOR ANY PROPOSED DAMAGE TO, INCLUDING R LACEMENT AFTER REMOVAL, f ( l 1 t { : A ' • ?': =s� „ DUMPSTER PAD RED WITH FOUR INCH {4") WHITE LETTERING nye` '^ � " b� . ' .� `'""i M. / x " _ _ OF NON -A6 CUL`T`URAL FENCING WITHIN THE EASEMENT c h p < WITH 6' SCREEN STATING FIRE LANE NO PARKING TOW / OR RIGHT - O WAY AS A ESULT OF OPERATION, �~ :i. -•.:c ::� r r :. / FENCE 7�1:.: {'' '_. r:� AWAY ZONE" WORDING MAY NOT BE SPACED MAINTENANC OR CONSTRUCTION OF ATMOS ENERGY ':jrry '�^�"''?:`'ns+�r:� j� ar FEET APART. ATMOS HIGH PRESSURE " / MORE THAN FIFTEEN FACILITIES. i :/ j : h 6" STEEL PIPE ♦� '`r � e` k 2. A SIGN TWELVE INCHES {12"} WIDE AND X ::� ;. rfi :::;.. T SUl3JE • NATURAL GAS PIPELINE ••,.:; �..::•.•.::.: �;: PROPOSED EIGHTEEN INCHES 18 3N HEIGHT SHALL BEm .. J ... .:: i:•: � > 1{V PIC (COVERED BY LONE STAR {'::: `,'; ` :•. j OSSF AREA EACH LE"ND �ER I 1 GAS CO. BLANKET EASEMENT '��;{ �_�' I j PROPERTY AND AT THE •ac MOUNTED IN A CO PROF TY I •:: ENTRANCE TO THE N/F J.H. ROYDER REMAINDER OF 148/476) 1 i It .''~z:(/ / / LOCATIONS SHOWN. SUCH SIGNS SHALL BE `" '�' �r TWELVE INCHES (12') WIDE AND EIGHTEEN - - - - - - -- EXISTING CONTOUR N CALLED 10 4NCREDE TRACT 32/136 ), I I t "0 •,:...... :;:' -284. _. I ; INCHES HIGH, WITH A COMPANION SIGN TWELVE Ir. 1/ / UNPLATTED I I I f ' t 1 r; j INCHES {12") WIDE AND SIX INCHES (6- HIGH IGALL - - BOUNDARY '9 I N OtOW-AWAY ZONE . SUCH SIGNS S7'ATI G BE PAINTED ON A WHITE BACKGROUND WITH PUBLIC UTILITY EASEMENT B E SYMBOLS, LETTER AND BORDER IN RED. -X -X -X -X -X-- EXISTING FENCE TOSCAJE I LOT 1, BLOCK 1 I t I 1 W"4 EXISTING WATERLINE I 4.16 ACRES ��% j ZONED A-0 / / - _ " ---5 ---5 ----a PROPOSED PRIVATE SEWER UNE T � L _'ORN BUR 1./ NOTE: ALL CURBS 6 IN HEIGHT LNOMWIw-Ft I j - � UNLESS NOTED OTHERWISE. ----'-•-W S I PROPOSED WATER :UNE I J 15' SIDE STREET I �, { I 1/4"R 24" PIPELINE SETBACK L� � .> O SETBACK UNE / "" -• _„•/ � I ` .. � ......_ ..._........... _...._ � YV L s CO .. 25' PIPELIN 1 t 1 /- I' SETBACK t f ,I � ,,r6 15" P P P ATMOS HIGH PRESSURE Q5 PIP NE ii �.7�6 �� PARK OCT C 0 H 284 PROPOSED CONTOUR ® EQ ARED 4.1� ACRES 3 ••4 1 4"R 5" .._ f0 COLLEGEiii PROPOSED SETBACK BLOCK 1 LOT SETB50' REAACK UNE Ary / / `? r "' 12" a¢ 1., - "- PROPOSED WATER LINE SL 'EVES �"i / \ ti +� / WATER DEMAND PER BUILDING -AE-AE-AE-AE- AERIAL ELECTRICAL VOL. 10583/ P(l. �� � MINIMUM 0 GPM 3 �'b�` / �� •, k PAflKWQ AMALY�B AVERAGE 3.65 GPM. " 4". 6 17 ' I MAXIMUM {PEAK) 14.6 GPM 7== FIRE HYDRANT (: = wREC P115-9 ' ' i 3808 MCCUL•L LOUGH MAD �� REQUIRED PARKING: 3/4 DOMESTIC WATER METER PER BUILDING 3„ �I _._...iDREW MCMAHAN SURVEY, A-167 20' P.U.E. •"y / t 2,040 SF OFFICE 2" • 3 3 2 tT GATE VALVES �•0 20. 0 40 L 10583j53 .. '�`� ' x 1 SPACE PER 250 SF SANITARY ��� l+� COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE IN FEET -7- SCALE 1-- 1 t f 9 SPACES ON-SITE SEWAGE FACILITY (OSSF) WHEEL STOP SCALE: 1 "-'40' APRIL 2012 11 SPACEPERR1000USSFF DESIGN PARAMETERS: PHASE LINE - RE MAY 2013 /t OWNER DEVELOPER. - . 12 SPACES LIMITS OF DISTURBANCE Brad KEerr4R P L.S No. 45 2 t FOUR (4) BUILDINGS 44 X 80 EACH, = #4 BARS .oma �m : roes / L3 / t 21 SPACES REQUIRED TOTAL _ ,.,..,,,.� Herr Surveying, LLC N F CONSISTING OF 4 EMPLOYEES ® 12 GPD EACH : s: <: • :• ) e 505 Church Avenue JAMES ED 10.1.lS AND t 2� HANDICAP SPACE REQUIRED - 3/4 X 18 SMOOTH .7- SEWAGE FAGIt_!'iY SSF GEN ED E EWS BUILDING, WITH WATER SAVING FIXTURES, ON A 10.1. ME' �1 r " :$ SPRAYW=:' / 9 WIDTH, 20 LENGTH TYP. 4.16 ACRE TRACT, Q = 4 EMPLOYEES X 12 EXPANSION DOWELS r5 CALLED 1.716 ACRE TRACT t GPD X 4 BUILDINGS = 192, Ro = 0.045 College Station, TX 778�#i k PROPOSED PARKING: '•;.� _' '•:' SIDEWAI.iC� (978) 268-3195 TRACT 2, 2837j26 t 36 SPACES PARKING 'Ii�PICAL CURB DETAIL : -�.:• t. • ..,, ZONED 837 1 4 SPACE HANDICAP PARKING A=Q/Ri=192 GPa/0.045= 4,266 SF REQUIRED ENGINEER: x V19•IiCLE ACCESS AREA INI BUILDING �� UNPLATTED / 40 SPACES TOTAL A=(75' x 140')/2= 5,250 SF DESIGNED SCHUL3Z ENGINEERING, ILC. N••t�,+�• PO Box 11995 i m t QN College SI`ation, TX 77842 �1R � :: a 1Y�► � � 1. i. � � ► ��� i L M { , THE SEAL APPEARING ON THIS __ n r:n DOCUMENT WAS AUTHORIZED BY `4'14DOCUMENT �i.� JOSEPH P. SCHULTz, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON SEPTEMBER 30. 2013, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. V327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11-167 REV. SEPTEMBER 2013 12327 LEERING, LLC WELLBORN BUSINESS PARK PHASE I & 2 3808 MeCULLOUGH ROAD COLLEGE STATION, TEXAS SITE PLAN SHEET Vm,nCAL HORIZONTAL 1:40 PLOTTING SCALE: 1:1 FILE NAME: 11-167 Ni y gill I �S tr'fl't� f WELLBORN LANDING SUBDIVISION LOT 1, BLOCK 1 PLAT, 9429/162 EXISTING 4" WATERUNE 50d FRONT SEI ACK UNE N/F WELLBORN SPECIAL UTILITY pO �4..•• DISTRICT 0.04 ACRE TRAC-1 TRACT 2. 3991/197 PO ,r o ' , • ,bL...t t k R j PROPOSED :�.;" GR •Sar »_ ' Y a FIRE HYDRANT;". •� 1$ ;'` ,�,� k► Y a k a Y y •�•• ak Y k a r a a r Y Y j-{,• �• ,Y�,�i •,,, • Y t i Y a a Y a a •� PROPOSED' ^'" " 'G• EXISTING j � �'ti ��t �- a k a k a R k R k a i3" WATERLINE' `: Y R k DRIVE����( a Y R t a r i r a a a WAY AY y �r v� • 1�r+ k tOk L k a k a a k a a R k a R • V j , 'ti'�•a�. ••wljt�3,,,wa y�•. P r • R t t k a • `•CIC a1 i+ Q ",�..,`� �, Liri�.� r k. k a R a R a R a • +•4'""S:z+.'''•• 7»�4r� •.sty+?•`L•;�•'r t a • . k• as a a a�MAI . �' • tea' w . k k •�. " "tt��„ k a l c*•t,�}'s ;.r ►r,^ +--�.A p a iS P.U.E. 10583/53 15' P.ti.E.+ k f/ OZ a a a �: r r 10583/53 �. ' �1 k a ; ��s' a a EXISTING OVERHEAD LEC1RIC LINES TO BE EXISTING ;.-may � r�- � ►+ �� •� t � �~ { ` '►•+�.••, y1 � � +•� r.- '�' % moi, f ELECTRICAL LINE ------ ,l�` t DIY/ � ��• ,t �r' ,► 'fir, ,..- MARILYN GREENE CALLED 1.34 ACRE ATMOS HIGH PRESSURE 4 TRACT 5009/231 6" STEEL PIPEf'rj, jam'" y.,�� ,;� • E► NATURAL GAS PIPELINE (COVERED BY LONE STAR p" UNPLATTEDGAS CO. BLANKET EASEMENT Im 148/476) EXISTING :h335 LF 02F�_.w4qj';70 167 WATERLINE 6"Wo BUFFER FENCE 'j tAff- It 4 = N i a• i a a s k s k"� Y a a t i k DONALD ROYDER AND WIFE. MARTHA ROYDER a i k. PROPOSED ` a k k Y k# a t CALLED 5.00 ACRE TRACT k a k k� a WATERLINE'; ~"'`' a s k si k 662//107 a k k a i k ►� a a ••t k i R # t k ZONED A-0 k k a k a � /� •yam UNP D A- Y t k k k k k a#' i k ti' a Y r It # a # 15' SIDE STREET k a k k k y JJ SETBACK LINE r a k e f -., • ,•Li AIMOS NOTES.- k : a a# '.^{ � `.,•,' :u's . k a 1. FENCE POSTS SHALL BE NO CLOSER THAN 36" TO kkkk k G.a, I a 'r Y k k k' t o k k a ATMOS ENERGY FACILITIES AND SHALL NOT BE SET AT a « k# a a a k a s a Z Y r V ADEPTH OFMORE THAN 24". `k #i#�kiik# k.ti Y.\ � $C k k # i a / � k a t t •R Y a a 4 k t k! i # a aC'F a # 2. POSTS FOR FENCING SHAD. BE EITHER WOOD OR STEEL. 10583/53 0 8P+ /53 � , � � RASE LINE 105$3/53 k� k a t ,,,�i s+ i � a a k kY i, a k j/y,� 3. CONCRETE PIERS SHALL NOT BE PLACED WITHIN THE k k a Y EASEMENT OR RIGHT-OF-WAY. k i k i k F JTURE PROPOSED k a kii FIRE H}YDRANT 4. ATMOS ENERGY SHALL NOT BE RESPONSIBLE FOR ANY a k k Y k ' ` # ` 'LI ` ` • a k a t a� t V Y # k a R a. DAMAGE T0, INCLUDING REPLACEMENT AFTER REMOVAL, a k a , a ; `; a R r a # a a . a Y , ' k t 0.48 ACRES STREET F NON-AGRtCULTURA' FENCING WITHIN THE EASEMENT �k RIGHT-OF-WAY DEDICATION PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS (PHASEI) SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS O 3.5" & LARGER LIVE OAK (Quercus virginiana) 6 300 1800 ; N 0 CANOPY (Plstacla chinensis) 11 1650 0 1.25' 3.4" CAL LIVE OAK (Quercus vlrginlana) 4 150 600 2,1"-3.4" CAL LIVE OAK {Quercus vlrginiana} CANOPY 1500 WAXLEAF LIGUSTRUM -(tigusttum 100 CANOPY 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 21 40 840 IWOAK us virginiana) 4 NON -CANOPY a a k k ► t tl CANOPY 5 GAL. WAXLEAF LIGUSTRUM 46 10 460 TOTAL CANOPY: 7 (ilgustrurri japonicum) RAM SHRUB TOTAL: 3700 STREETSCAPE TREES PHASE 1. STREETSC SYMBOL SIZE NAME & TYPE QUANTITY TOTAL POINTS LIVE OAK (Quercus virginiana) SYMBOL CHINESE PISTACHE FILE NAME: 11-167 ; N 0 2.1"-3-4" CAL (Plstacla chinensis) 11 1650 %/� BUFFER YARD AREA (SW WIDE) CANOPY CITY COMMENT'S BUILDING REVISIONS16/18/12 2.1"-3.4" CAL • 2,1"-3.4" CAL LIVE OAK {Quercus vlrginiana} 10 1500 WAXLEAF LIGUSTRUM -(tigusttum 100 CANOPY I PER 3 LINEAR japonicurn). TOTAL CANOPY: 21 3150 mll&il Imicuffi6l, LANDSCAPE & STS E "SCOPE POINTS (PHASE 2) SYMBOL SIZE NAME I TYPr QUANTITY POINT VALUE TOTAL POINTS r`�•�� �; LIVE LAK 11 3.5" &LARGER (Quercus rglnlana) 0 300 0 CAN PY 1.25" -3.4" CAL 1.25" GAL 5 GAL. Quercus rginlana) q 150 150 CA JPY CREPERTLEl -aaersto • rnia indica) 6 40 240 I WAXLEAF,lGUOTRUM 0 10 0 i-- TOTAL:° BUFFER TREES STREETSC PE TRESS (PHASE 2. LIVE OAK (Quercus virginiana) SYMBOL SIZE FILE NAME: 11-167 ; N �I E & TYPE QUANTITY TOTAL POINTS 1.25 CAL " CREPE MYRTLE (Lagerstoemia indica) 20 %/� BUFFER YARD AREA (SW WIDE) NON -CANOPY CITY COMMENT'S BUILDING REVISIONS16/18/12 2.1"-3.4" CAL CHINE r1sta CANOPY E PISTACHE plia chinensis) 3 450 (3' TALL MIN.) WAXLEAF LIGUSTRUM -(tigusttum 100 , I PER 3 LINEAR japonicurn). 0 2.1"-3.4" CAL {Quer IWOAK us virginiana) 4 600 a a k k ► t tl CANOPY - 20' SIDE SETBACK LINE a Y t a a k a t a r k t k k t a a r a a Y a k k t a ask a k a t r t k k i a k t i a TOTAL CANOPY: 7 1050 BUFFER TREES SYMBOL SIZE NAME & TYPE QUANTITY k a Y Y a a 2.1 -3.4" GAL LIVE OAK (Quercus virginiana) 24 �•...J FILE NAME: 11-167 CANOPY i a k a a R a Y E Y a Rkrksa 1.25 CAL " CREPE MYRTLE (Lagerstoemia indica) 20 %/� BUFFER YARD AREA (SW WIDE) NON -CANOPY CITY COMMENT'S BUILDING REVISIONS16/18/12 CC== 5 GAL. 2 LANDSCAPE CALCULATION REVISIONS (�C'L�'11r1rt�I (3' TALL MIN.) WAXLEAF LIGUSTRUM -(tigusttum 100 �� a I PER 3 LINEAR japonicurn). REVISION BY FEET SHRUB a OR RIGHT-OF-WAY AS A RESULT OF OPERATION. END BUFFER k a Y Y a a k k a a k • a s - -- -W-4 PLOTTING SCALE: 1:1 FILE NAME: 11-167 MAINTENANCE OR CONSTRUCTION OF ATMOS ENERGY FENCE a k a a R a Y E Y a Rkrksa 284 k a Y ` k %/� BUFFER YARD AREA (SW WIDE) FACILITIES. CITY COMMENT'S BUILDING REVISIONS16/18/12 CC== 2 LANDSCAPE CALCULATION REVISIONS (�C'L�'11r1rt�I - _ _.__ -. _'____ _. ...._ .- -..-. _..:.. -.. - -.. _ .. �� a 4/27/12 MARK REVISION BY COMMON BERMUDA TURF - HYDROSEED OR SOD k Y a a k i a Y k • a a k k ► t tl - 20' SIDE SETBACK LINE a Y t a a k a t a r k t k k t a a r a a Y a k k t a ask a k a t r t k k i a k t i a R R r i i a . N/F WALTER W RUOFF JR. AND WIFE, RAM ' .rRrr. --.. ---. --- ---- DISTURBED AREA 11A •• .� 1 k k i► t a `a�: kkkrkkata akkaa/ LYNN M. Rt10FF GALLED 11.18 a a s k y a j "kRa�a a s t o a i t! i a k k k a a• ` k k k I / ACRE TRACT 1694/111 BUFFER YARD FENCE k t k a` a a a ,t k t a Y t t ZONED A-0 �y k k a R a k a a a. i. a i •`l R- a R R Y k i ` /� ��•, •r t Y R t k k k y�. t k a a a s Y k k UNPLAT ED • k s a k a a k a k k s JJ POINTS PER PROJECT AREA: # a k Y, R t a► Y k k a i Y a Y a R Y k k Y t i • t Y a a < L {{. k k i k k a Y k a k k a R PROPOSED 109,043 SQUARE FEET OF SITE AREA t �i a• a• R• t R k k k a Y t o i k 109,ti43 SF - 9,240 SF (BUFFER YARD)11,000 = 99.8 R. a R)) DUMPSTER PAD 30 = 2,994 POINTS 1 a R R k i k e a a t o / 99.8 X , a a a k1� i s _ k `L 1L t t k k '► a k R R Y k# k t a { { k k k 4 a k a a k a Y a k 4 ATMOS HIGH PRESSURE � < Y k a: ` ` ` a a . k r k R .ar ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 6" STEEL PIPE , k 1 a Y a k a s i a k i . a ktl�a k. k Y k k k t r' MCCULLOUGH ROAD (285-25! 50) X 300 POINTS =1,560 POINTS NATURAL GAS PIPELINE tkkkYkYkka a #aR/ k (COVERED BY LONE STAR-`"'�- � • i Y a � s a k Y a � / FUTURE ROAD (PHASE 1) (367/50) X 300 POINTS = 2,202 POINTS a FUTURE ROAD (PHASE 2) (220150) x 300 POINTS =1,320 POINTS N/F J.H. ROYDER REMAINDER OF GAS CO. BLANKET EASEMENT a a RR, a k k a k k a a ' CALLED 10 ACRE TRACT 32/136 148/476) k k -a a k k a Y aaa a a a ZONED A-0 / le a k k a a k. f TOTAL POINTS REQUIRED: 8,076 POINTS UNPLATTED NO DEVELOPMENT TOTAL POINTS PROPOSED: 8,290 POINTS (6,750 POINTS FROM CANOPY TREES = 810 / •� s e t k t. • - a a R MCCULLOUGH ROAD STREETSCAPE: t J CANOPY TREES {1 PER 32'): `26W = 9 CANOPY TREES REQUIRED • _ FUTURE STREET STREETSCAPE (PHASE 1): t �r l / CANOPY TREES {1 PER 32'}: 361 =12 CANOPY TREES REQUIRED 1 15' SIDE STREET 25' PIPELINE j - t SETBACK LINE FUTURE STREET STREETSCAPE (PHASE 2): / LOT 1. BLOCK 1 SETBACK - k / 4.16 ACRES CAN TREES (1 PER 32'): 220' = 7 CANOPY TREES REQUIRED 1 ZONED A-0 �: I GENERAL NOTE: BUFFER: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, B 50' REAR t , DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS SETBACK UNE �' {30' WIDE BUFFER YARD AND 6' WOOD FENCE WILL BE SUBSTITUTED FOR BUFFER MASONRY WALL & 15' ' REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT L• k PROPERTY DISTURBED DURING CONSTRUC'T'ION. BUFFER LENGTH. 300' l 40 20 0 40 CANOPY TREES {2 PER 25): 30V = 24 TREES 1 O x SCALE IN FEET NON CANOPY TREES (1 PER IT): 30V = 20 TREES 20' P.U.E. 1 / SHRUBS T HIGH (1 PER 3'}: 300' =100 SHRUBS j 105133/53 •�� • ,� IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS INGS WILL BE `BUFFER YARD PLANTINGS NOT MEI' IN ATMOS GAS EASEMENT. 1 OCCUPANCBy A Y IS ISSUED.CERTIFIED INSTALLER BEFORE A CERTIFICATE OF GROUND COVER: 72,444 SF -tJ - 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A - PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE N/F ` BACK FLOW DEVICE. OR A DOUBLE-CHECKBACK FLOW DEVICE. JAMES ED ELLIS AND GENEVIEVE ELLIS J AND INSTALLED AS PER CI'T'Y ORDINANCE 2394, CALLED 1.716 ACRE TRACT k i 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON TRACT 2, 2837/26 l INSTALLATION AS PER CITY ORDINANCE 2394. ZONED A-0 UNPLATTED 2g 730 Lon mire Suite A College Station, Texas 77845 979.764.3900 TBPE NO.32327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD QLD ,IPS 11-167 REV. MAY 2013 WEWELLBORNBUSINESS PARR PHASE 1 & 2 3808 MeCl7LLOUGH ROAD COLLEGE STATION, TEXAS CALANDSPP P AN LEGEND -- X -- X --- X --- X -- X ---- ---- - -- -W-4 PLOTTING SCALE: 1:1 FILE NAME: 11-167 P P P 284 4 RESIZE WATERLINE14/26/13 AE AE AE-rs=s 3 CITY COMMENT'S BUILDING REVISIONS16/18/12 CC== 2 LANDSCAPE CALCULATION REVISIONS INSm 5/25 12 1 ATMOS & CITY COMMENT REVISIONS 4/27/12 MARK REVISION BY DATE 2g 730 Lon mire Suite A College Station, Texas 77845 979.764.3900 TBPE NO.32327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD QLD ,IPS 11-167 REV. MAY 2013 WEWELLBORNBUSINESS PARR PHASE 1 & 2 3808 MeCl7LLOUGH ROAD COLLEGE STATION, TEXAS CALANDSPP P AN LEGEND EXISTING CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT EXISTING FENCE EXISTING WATERLINE PROPOSED PRIVATE SEWER LINE PROPOSED WATER LINE PIPELINE SETBACK ATMOS _HIGH PRESSURE GAS PIPELINE _ PROPOSED CONTOUR PROPOSED SETBACK PROPOSED WATER UNE SLEEVES AERIAL ELECTRICAL FIRE HYDRANT GATE VALVES WHEEL STOP PHASE LINE LIM ff S OF DISTURBANCE ONSITE SEWAGE FACILITY (OSSF) SPRAY AREA SIDEWALK VEHICLE ACCESS AREA INTO BUILDING WELLBORN BUSK PARK 4.16 ACRES BLOCK 1, LCT 1 VOL. 10583/ PG. 53 3808 McCULLOUGH ROAD ANDREW MCMAHAN-SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' APRIL 2012 REV. MAY 2013 OWNER/DEVELOPER: SURVEYOR: Brad Kerr, R.P.L.S. No. e {Kerr Surveying, LLC 393 1 505 Church Avenue 77$ College Station, TX 7784 918)2 t oICE (979) 268-3195 �0T 10 01 -�� ENGINEER: SCHULTZ ENGINEERING, LU PO Box 11995 Cut'mi-ak dAI ION College Station, TX 77842 Q A . A ; t t (979)764-31900 C SHEET VERTICAL -- X -- X --- X --- X -- X ---- ---- - -- -W-4 PLOTTING SCALE: 1:1 FILE NAME: 11-167 P P P 284 -AE-AE-AE-AE- AE AE AE AE-rs=s CC== mmm INSm tti, EXISTING CONTOUR BOUNDARY PUBLIC UTILITY EASEMENT EXISTING FENCE EXISTING WATERLINE PROPOSED PRIVATE SEWER LINE PROPOSED WATER LINE PIPELINE SETBACK ATMOS _HIGH PRESSURE GAS PIPELINE _ PROPOSED CONTOUR PROPOSED SETBACK PROPOSED WATER UNE SLEEVES AERIAL ELECTRICAL FIRE HYDRANT GATE VALVES WHEEL STOP PHASE LINE LIM ff S OF DISTURBANCE ONSITE SEWAGE FACILITY (OSSF) SPRAY AREA SIDEWALK VEHICLE ACCESS AREA INTO BUILDING WELLBORN BUSK PARK 4.16 ACRES BLOCK 1, LCT 1 VOL. 10583/ PG. 53 3808 McCULLOUGH ROAD ANDREW MCMAHAN-SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' APRIL 2012 REV. MAY 2013 OWNER/DEVELOPER: SURVEYOR: Brad Kerr, R.P.L.S. No. e {Kerr Surveying, LLC 393 1 505 Church Avenue 77$ College Station, TX 7784 918)2 t oICE (979) 268-3195 �0T 10 01 -�� ENGINEER: SCHULTZ ENGINEERING, LU PO Box 11995 Cut'mi-ak dAI ION College Station, TX 77842 Q A . A ; t t (979)764-31900 C SHEET VERTICAL HORIZONTAL 1:40 L I PLOTTING SCALE: 1:1 FILE NAME: 11-167 A jIa`U0 61 10, .1�3 Front Elevation Left Eleval on Total Wall Area 1,060 sf Total Wall rea 567 sf % Masonry 23 % Masonr, 979-219-2774 29 % Hardi Board Siding 15 % Steel Pd nel Siding Rendering 71 % Glazing. Area. -0- % Glazing Area -0- % Roll -up Doors 54 % Roll -up oors nBldg's #1, 3 & 4 Cross Section -0- Doors 8 %Doors 1 -0- Rear Elevation Right Elev tion rea Total Wall Area 1`;060 sf Total Wall 567 sf % Masonry 18 % Mason 29 % Hardi Board Siding 20 % Hardi B and Siding 71 Glazing Area -0- % Glazing Area -0- % Roll -up Doors 54 % Roll -up ')oors -0- % Doors 8 % Doors -0- WOODHILL STUDIOS Inc. P.O. Box 655 Millican, TX 77866 Sean Eubanks - President & C.E.O. (979) 255-9943 sean@woodhill-studios.com www.woodhill-studios.com WOODHILL STUDIOS MAY NOT BE HELD RESPONSIBLE AND ASSUMES NO LIABILITY FOR ANY CONSTRUCTION BASED ON THESE PLANS APPLICANT: Tripp Family Trust 1393 Seamist Lane - College Station Ti' 77845 No. AE -1 FA -E- AE -2 AE -2 AE -1 I � 11111 1 1 -1 1 1 1 nn , A..._:__ , I I I I I I I il 1 1 1 1 1 14'-0" AE -1 Structural Eave H. DC VERTICAL — 13' 3 3/4" HARDIBOARD IC Int. Min. Clrnc. 7048 12'- 3 1/4" i)c ::1 AD", 15'-41/2' 4'-1 9'-3" 4-1" 15'-41/2" Awning Ht. Ar DI DC DO "315A"3158, 315C "315D" c DC DI - - FOR ILI ,DUC' ,' , White Limestone ❑ ' M o o o o CDC' It-ITTIri '\ I a _ 17 20 Z 7048 LLQ �'11iCJ 7037 6034 FfwiCES 2 Bld 's #1, 3, 114 Front Elevation 703 CEV C�pEi� 11411 -Off WellbornBusness Park Bldg's #1, 3 & 4 3808 McCullough Rd College Station, TX Elevations Project number RH 08 2 11 Date 6/29/12 Drawn by Author Checked by Checker A5 Scale As indicated RC1 �`� 979-219-2774 BId 's ;�`1 3 & 4 Conceptual 5 ' Rendering nBldg's #1, 3 & 4 Cross Section " 11= 1'-0" Metal 12 Roof & Trim 12 18'- 2 1/4"4' - 0" 18' - 2" I12 AE -1 3C Metal Awning 12 Bldgs #11 3 & 4 Exterior Color Schedul, 6 _ 16 as per Sherwin Williams Color Wheel Metal Awnin g O 18' - 0" 4' - 0" 18'- 2 1/4" Color Color Name Paint Location OVertical I ITC AE -2 Vertical Hardi Siding AE -2 Hardi Board a 4 - 31,11 Strip # # DI 0 .......... .. . . . , 5 Arresting Auburn �O 6034 Logo Text OD OOC1—n O O O t� O OOStone R�oO Ot O 'to;0C 60 G Tony TauTe 7037 Primary Finish (Walls, Doors etc.) ` Bnze 048 All Trim (Door, Window, Gut trbane c.} rs, e I( Bldg's #1 3 & 4 Right Elevation 9 g Bld ''�#,,� �&4 `Left Elevatior, 4 No. AE -1 FA -E- AE -2 AE -2 AE -1 I � 11111 1 1 -1 1 1 1 nn , A..._:__ , I I I I I I I il 1 1 1 1 1 14'-0" AE -1 Structural Eave H. DC VERTICAL — 13' 3 3/4" HARDIBOARD IC Int. Min. Clrnc. 7048 12'- 3 1/4" i)c ::1 AD", 15'-41/2' 4'-1 9'-3" 4-1" 15'-41/2" Awning Ht. Ar DI DC DO "315A"3158, 315C "315D" c DC DI - - FOR ILI ,DUC' ,' , White Limestone ❑ ' M o o o o CDC' It-ITTIri '\ I a _ 17 20 Z 7048 LLQ �'11iCJ 7037 6034 FfwiCES 2 Bld 's #1, 3, 114 Front Elevation 703 CEV C�pEi� 11411 -Off WellbornBusness Park Bldg's #1, 3 & 4 3808 McCullough Rd College Station, TX Elevations Project number RH 08 2 11 Date 6/29/12 Drawn by Author Checked by Checker A5 Scale As indicated RC1 �`� Front Elevation as per Sherwin Williams Color Wheel Left Elevation Total Wall Area 1,493 sf Total Wall Area 567 sf % Masonry Paint # 30 % Masonry . 29 % Hardi Board Siding Arresting Auburn Tony Taupe Urbane Bronze 44 % Steel Panel Siding 71 % Glazing Area A • Y �-� -. � j 2 % Glazing Area -0- % Roll -up Doors i 19 % Roll -up Doors -0- % Doors 5 %Doors -0- Rear Elevation Right Elevation Total Wall Area 1,333 sf Total Wall Area ` 567 sf % Masonry 18 % Masonry 29 % Hardi Board Siding 57 % Hardi Board Siding 71 % Glazing Area -0- %° Glazing Area -0- % Roll -up Doors 19 % Roll -up Doors -0- % Doors 5 % Doors -0- APPLICANT: Tripp Family Trust 1393 Seamist Lane 111 4 o ege %.Ravon, 0A, 77 45 �979-219-2774 5 Bldc #2 Conceptual Rendering _L. 1211 1 1-011 AE -2 0 AE_ 1 12 AE -2 AE -1 AE -1 AE -2 TC AE -2 ;12 41_OMeta Awning12 Ove Door 14'-9" �51 911 ' 59 0 6 _ _ 51 911 141_9 Ic SE FC 1C DE Steel Panel Siding _ I Vertical Hardi siding DA _, 10] w w v co 0 oO o o '� oC�nn "ono oro e� o o I � °° � o 0 0 ��O,Qo 0 0 0" o opo 0 0 " o " o`� o" o"" ocO" o� o � C� [� C� �Q_-, C� � [� � CU �7 nom] C� �O005�C�0(� D�CBtone� oC�OOC�COCGC� aC� Cl` _ - -- oU oC5 �C�Cu CJG�C�Ca �] �o ---r� CStoneX7.��� v-`�',n �- , c� �o o a o 0 a c7 o� oo o\ 1' 0" 40'- 0 I Rear Roll -up Doors for natural1014 Rear Roll -up Doors for natural Cross Ventilation purposes only. Cross Ventilation purposes only. n Bldg #2 Left Elevation 1/811 1'-0" Bld #2 Rear Elevation No. Description Date 3 --- ; 1/8" = 1'-0" � I i Bldg #2 Exterior Color Schedule Color Strip # 5 G H as per Sherwin Williams Color Wheel Color Name Paint # Location Arresting Auburn Tony Taupe Urbane Bronze 6034 7037 7048 Logo Text Primary Finish (Walls, Doors, etc.) All Trlm '(De or, Window, Gutters, etc, - � A • Y �-� -. � i •Y 4'- 10" Q 4' 10 I /4" - 1I0 1/4" l� 4' -I10" 4�! Structur< I Eave H. 12 i = O O M rA N ( O I 13' 3 3/4" C0�000N s ; M rg �1 1 Int. 11 in. Clrnc. LO0 a IJ U o 0 1'- 3 1/4" Logo �o�� -D[ DI _ Int. I. Hel I ht j I 12'-0" I 1'2 ' - IC I 81 101f AE -2 i ' VERTICAL HARDIBOARD o -PAE-2 - , CD co \ v �► 0 0 O000000000 0[ '000CDOOCD000O 00� O � , CoCOe�0c�o0O Oo OCA_00 OO o OC I I _ 15'-53/4" 1'-0". 21'-81/4" _13o0000o oo�ooco 0000o0C��O 0 aO0 I �OOC-DOO 0 DOOO�o 000000 white LimestoneP`(JOQDOO1,°oOC Co C° oo°oooO Oc � c oCo 1 11 11 1 -0. 21'-8 1 -0°� 21'-81/411 7037 2 �/a=* Front Elevation -0" `— 7037 15'- 5 3/4" Ri"EVIEWED FOI MPLIANCE JUL 17 M-1 C XLt6E ,,,- i -►y �t> DEVE LOPMENT SERVICI 131 A -r Wellborn Business 'ark - Building #2 3808 McCullough Rd. College Station, TX Elevations Project number RH 08 2 11 Date 6/05/12 Drawn by Author. Cecked by Checker A5i S ale As indicated