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Home My WebLink AboutDrawingsGENERAL NOTES: TEXAS RESOURCE LISA: A. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE . TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. PLANNING AND ZONING BUILDINGIts NEER CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND PLANNING AND ZONING BUILDING DEPARTMENT DEVELOPMENT ENGINEERING OTHER MATERIALS RESULTING FROM PREVIOUS AND . CURRENT DEMOLITION 1101 TEXAS AVENUE 1101 TEXAS AVENUE 1101 TEXAS AVENUE OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE ` WITH ALL LOCAL, STATE �/C COLLEGE STATION, TX 77842 COLLEGE STATION, TX 77842 COLLEGE STATION, TX 77842 AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. -- CONTACT: MORGAN HESTER CONTACT: BEN MCCARTY CONTACT: DANIELLE SINGH ~cQo {sOLLPHONE: (979) 764-3570 PHONE: (979) 764-3570 PHONE: (979) 764-3570 C. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND as 8 T TION EMAIL: MHESTER®CSTX.GOV EMAIL: BMCCARTY®CSTX.GOV EMAIL- DSINGHOCSTX.GOV SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. STORMWAT£R FIRE PREVENTION MANUFACTURER ,� \�S �°� dip srs CITY OF COLLEGE STATION CITY OF COLLEGE STATION FREY MOSS STRUCTURE STORMWATER MANAGEMENT CODE ENFORCEMENT PO BOX 459 D. WARRANTY,/DISCLAIMER: S S-ls �� 1101 TEXAS AVENUE 1101 TEXAS AVENUE 1801 ROCKDALE IND BLVD THE_ -DESIGNS- REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ��E CALL ' COLLEGE STATION TX 77842 COLLEGE STATION TX 7784 CONYERS GEORGIA 30012 ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS SITE CONTACT. DANIELLE SINGH CONTACT. JERRY DUSSEY CONTACT: £D DUGAN AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE PHONE: (979) 764-3570 PHONE: (979) 764-3705 PHONE: (770) 483-7543 ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR In FAX:, DSINGHOCSTX.GOV EMAIL: JDUSSEYOCSTX.GOV FAX: (770) 483-6037 PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE.\ �• OF T~ ® ELECTRICSa'! � WATER'AND AND SEWER ••°f,, 1'COLLEGE STATION UTILITIES COLLEGE STATION U1IL1TES ECS TEXAS, LLP E. SAFETY NOTICE TO CONTRACTOR: y� e� ," �a . 1101 TEXAS AVENUE 1101 TEXAS AVENUE 4950 KELLER SPRINGS RD., SUITE 45,0 IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE�`,,v��y m COLLEGE STATION, TX 7784 COLLEGE STATION, TX 7784 ADDISON, TX 75001 j CONTRACTOR SHALL 8E SOLELY AND COMPLETELY RESPONSIBLE FOR = ,, •• �.. CONTACT. STEPHEN MALDONADO CONTACT. SAM WEIDO CONTACT. GARRETT A KLINGENS ITH q CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND A°`�� PHONE: (979) 764-3433 PHONE: (979) 764-6314 PHONE: (972) 392-3222 I �............,,. a °s a • . • • EMAIL: SAMALDONADO@CSTX.GOV FAX: (979) 764-3452 FAX: (972) 392-Oi 02 PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL _�� 1 2 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. �� ,, EMAIL: SWEJDO®CSTX.GOV ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S 4 PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF rig.ONA sk••... TELEPHONE MURPHY . .�� THE__ CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR' THE CONSTRUCTION �i t-- VERIZON CONTACT: BASSAM ZIADA SITE. CONTACT: ANTHONY VITANZA 422 N. WASHINGTON AUG 14 200 OR BRENDA VAJOAK EL DORADO, AR 71780 j ■ ® ■ 301 INDUSTRIAL BLVD F. ALL CONSTRUCTION WITHIN STATE HIGHWAY DEP RIGHT-OF-WAY - PHONE: (870) 875-7636 SHALL BE COORDINATED WITH THE HIGHWAY' J pEPARTMENT RESIDENT C I li BRYAN, TX 77803 PHO f Map MAINTENANCE ENGINEER. NE: (979) 821-4754 r. NOT TO SCALE EMAIL• ANTHONY. VITANZA6VERIZON.COM G. ALL SITE WORK FOR THIS PROJECT SHALL `MEET OR EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHOREXISTING I,AND THE lMPROVEMENTS SPECIFICATIONS' ARE FOR BEINGTHE ALTEREDRUCORiONR PLAeIHf7 PLAN INDEX: AGENCY ®ATE CONTRACTOR SHALL CONTACT THE ENGINEER FOR' SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION JHAT ARE AFFECTED BY ENGINEER CfVil GALLQWAY (TANK/PIPING) FREY M05S BU! INC) FREY MOSS (CANOPY) COLLEGE STATION PLANNING DEPARTMENT 03-_08-1 THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED ON THESE PLANS.. 3 C-0 COVER SHEET COVER COVER SHEET CS1 COVER SHEET CS1 COVER SHEET H. CONSTRUCTION AND INSTALLATION OF 591 S.F. KIOSK, ALL UTILITY C-1 COMPOSITE SITE PLAN FS -1 SPECIFICATIONS NON RESIDENTIAL ARCHITECTURAL STANDARDS 08-01-13 ENTRANCES, AND 2--20,000 GALLON UNDERGROUND TANKS SHALL BE IN E-1 EXTERIOR ELEVATIONS E-1 FRAMING PLAN ACCORDANCE WITH ASSOCIATED PLANS. C-2 SITE PLAN FS -2 SPECIFICATIONS E-2 FLOOR PIAN E-2 ELEVATIONS DEVELOPMENT PERMIT 1. CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED S-1 SURVEY FS -3 SPECIFICATIONS E-3 FRAMING PLANS & DETAILS E-3 LIGHTING & SOFFIT LAYOUT COLLEGE STATION BUif_flING DEPARTMENT WRITTEN AUTHORIZATION FROM WAL-MART AND WAL-MART STORE C-4 GRADING PLAN F-1 NOTES AND PART LIST E--4 SECTIONSE-4 SECTION MANAGER HAS BEEN CONSULTED FOR SCHEDULING AND COORDINATION. WAL-MART C-5 EROSION CONTROL PLAN F-2 TANK INSTALLATION/ANCHORING DETAILS E-5 SECTIONS E-5 SECTION Mew U _ . A i J. THE GENERAL CONTRACTOR TO FIELD COORDINATE THE CANOPY SIGN F-3 TANK SUMP DETAILS L C-6 DEMOLITION PLAN E-6 INTERIOR ELEVATIONS F-1 FOUNDATION PLANFT , ' LOCATION WITH MURPHY'S CONSTRUCTION SUPERVISOR. 1 E �' ! F-4 TANK RISER, OBSERVATION WELL & VENTING DETAILS ' 4" C-7 UTILITY PLAN EL -1 ELECTRICAL PLAN : CSI 71 E -ATE K. STAGE 11 VAPOR RECOVERY SYSTEM IS NOT REQUIRED. F-5 PRODUCT PIPING PLAN EL --2 ELECTRICAL DETAILS , C-8 PAVING PLAN 3 F-6 UPP PETROTECHNICK PIPING SOLUTION AUG. 2 3 2013 I © REQUIRES � AUG 2 3 2013 L. CONTRACTOR REQUIRED TO KEEP REDLINE AS-BUILTS AND PROVIDE THOSE C-9 LANDSCAPE PLAN EL -3 ELECTRICAL SCHEDULES I Cl �1, TO MURPHY UPON COMPLETION. F-7 STANDARD YARD AND DRIVE DETAILS . P-1 PLUMBING PLAN &RISERoL . sI Ia _�" i C--10 IRRIGATION PLAN 0 .+.2 COLLEGE rATI F-8 PARTIAL PAVING PLAN DEVELOPMENT SELCESEM. CONTRACTOR iS RESPONSIBLE FOR CONSTRUCTION STAKING. M-1 MECHANICAL PLAN S1 ENGINEERING C-10,1 IRRIGATION DETAILS FD -1 2 PRODUCT DISPENSER DETAILS M-2 RQQF APPLICANT =��ED: 0 44' WETLANDS NOTE: FD -2 DIESEL DISPENSER DETAILS PLAN MURPHY USA INC "� moi, 4 0 C-11 CONSTRUCTION DETAILS F-1 FOUNDATION PLAN 422 WASHINGTON AVE FE -1 CONDUIT PLAN; PUMPS AND DISPENSER WIRING DIAGRAM ELDORADO, AR 71730 BASE,rD ON A DRAWING BY: BASED ON A SURVEY BY: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S, ARMY GC1 GENERAL CONTRACTOR'S SCOPE CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FE -2 PUMPS AND DISPENSER CONTROL WIRING DIAGRAM 870-875-7636 DOUCET &ASSOCIATES, INC. MKA NATIONAL COORDINATORS FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT CONTACT: BASSAM ZIADA FIRM REGISTRATION OF LAND SURVEY SERVICES FE -3 CANOPY WIRING LAYOUT, ELEVATIONS AND DETIALS # 3937 REQUIREMENTS AND/OR RESTRIC11ONS AND ANY VIOLATION WILL BE SUBJECT TO 7401 B HIGHWAY 71 WEST 6593 COMMERCE COURT FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE .OWNER/DEVELOPER, THE FE -4 OWNER SITE MONITORING DIAGRAM SUITE160, AUSTIN, TX 78735 N 428-03550 ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH FL -1 LABELING PLACEMENT STANDARDS (512)1,583-2600 PHONE PHONE(540) VIOLATION. FL --2 STANDARD LABELING DETAILS (512) 583--2601 FAX (540) 428-3560 FAX: WAL-MART REAL ESTATE BUSINESS TRUST MARCH 1, 2013 FLOOD CERTIFICATION: 2001 SE 10TH STREET BENTONVILLE, AR 72716-0050 479-277-1348 THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED CONTACT: NATHAN.HAMBLEN@WAL-MART.COM 104 -YEAR FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCY MANAGEMENT REVISION DATE DESCRIPTION () AGENCY, FLOOD INSURANCE RATEMAP MAP FOR THE CITY OF Y COLLEGE STATION TRAFFIC REV -9 os— 20-13 ISSUE FOR PERMIT I) COMMUNITY PANEL NUMBER 48041CO310E DATED MAY -16, R 16, 2012. R REV -1 07-15-13 OUT TO SID TRAFFIC IMPACT ASSESSMENT IS NOT REV 2 -07-31-13 ADDENDUM 1 (PAVEMENT SECTIONS REVSION) Ij NOTICE TO BIDDERS: reen. er arrow REQUIRED PER THE TOWN OF COLLEGE STA11 QN ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S CONTACT: GRANT DENNIS, PE BID SHALL BE DIRECTED TO THE OWNERS CONSTRUCTION DEPARTMENT AT ,- (870) 875-7569 SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH 1430 WEST PEACHTREE ST. NW, STE. 200 '® � r THE GENERAL CONTRACTOR. THE CONSULTING ARCHITECT AND/OR THE JOB NO.:2013028 O His CONSULTING ENGINEER SHALL NOT BE CONTACTED .DIRECTLY WITHOUT PRIOR ATLANTA,E-+Oj?jA(� 0� AUTHORIZATION FROM THE OWNER DEVELOPER. IV _DATE: SHEET` NO. dnfll Koo"— 07-31-13 (404) 601-4000 1-3 I LO FEV -2 C-0 bar l 15� 1� :35 A-0 GC ZONE 0 v0N HARVEY MITCHELL PARKWAY SOUTH RIGHT OF WAY PARCEL AREA N 64*57'00" E P 0 OSED 42,927 SQ. 268-50 TRUCK ROUTE. PROPERTY 0.98 ACRES BOUNDARY S 88*42'24 E 12.36 LOT 4G Zq?l' 1. OJ AQ?ES PROPRAD' ZONE C-1 (GE -NERAL COMMERCIAL) 2 WVER.- USRP FUNDING 2001 —A L.P. N 41'57'34" % 160.00 11115 1 41 At- NG--ji—so," .-CMIRETE EXISTIDRIYE---_k-�' rp-, 9� L 814 9 AQ "Tw7m C VAL—MA!, ES TA 7b a 10, xb (CD 0-D 0 1014c. I I , . WALK—, CON -C5'90 CONC. try iv COVD .6 f"07 4,j, 49 0 t % 5, LA ONE STORY CONCRETE BUILDING F,1^.E.=278.27' V?l " LN, 4 X P 4 ST I NIG - 'S S ON VTQ _R_T 4N A' Bv- C11 Ilk 4�_ An !$4494 ftp& - Sl ;a *44 117. 9' AOV 4 0 TRA tva ACTOR ov ci F06 Qo&-Poyap 4 w --w 0 k 01-�6 J30 L Aft 14 RE 110Yfi i` 11 A0 l*k kil 3r, 0 60' , - *v . 1 0' .A I 9v 12 1 A c NEW SCALE IN FEET CA. Ln LEGAL DESCRIPTION (0.985 ACRE) CO 03 U) 01 x ALL THAT CERTAIN TRACT OR PARCEL OF LAND, LYING AND BEING SITUATED IN THE CITY OF x _L 0 LLJ COLLEGE STATION, BRAZOS COU PART OF THE CRAWFORD BURNETT SURVEY, A-7, z I-_ tit BEING A RESURVEY OF -LOT 2 (CALLED ).9853 ACRE) OF COLLEGE STATION SOUTHWOOD ;E < z i!z SUBDIVISION, A MAP OR PLAT OF SAID SUBDIVISION BEING OF RECORD IN VOLUME 10378, PAGE <00 it C) 136, IN THE OFFICIAL RECORDS OF BRA; OS COUNTY, TEXAS, AND BEING MORE FULLY DESCRIBED (f) 0 0 ii BY METES AND BOUNDS AS FOLLOWS, T) -WIT, (/j < 3: (0 i(O < < < N C14 ii BEGINNING AT A NAIL FOUND IN CONCRETE CURB FOR THE SOUTHWEST CORNER HEREOF AND -OF �Z C10 Zr 0 V)ln SAID LOT 2 OF SAID COLLEGE STATIONUTHWOOD SUBDIVISION AS RECORDED IN VOLUME 10378, 0 UJ (0 00 100 �_ tib PAGE 136, IN SAID OFFICIAL RECORDS F BRAZOS COUNTY, TEXAS, BEING ON A NORTH LINE OF rn — LO 1! LO LOT 1 (CALLED 19.8465 ACRES) OF SAID COLLEGE STATION SOUTHWOOD SUBDIVISION, ALSO BEING 0L 1i Lc,) Ld /---% : 0--% (n Z) �- N 04 THE SOUTHSO CORNER OF LOT 4G 1.03 ACRES) OF THE REVISED PLAT OF LOT -4, < 0 c Y_ F 5 T_ V_ - VO, A MAP OR PLAT OF SAID SUBDIVISION BEING OF LO LO ii BLOCK 15,THWOOD PLAZA, PHASE m 0 u: r- V) RECORD IN VOLUME 1203, PAGE 143, .111 SAID OFFICIAL RECORDS; THENCE ALONG THE EAST AND NORTHEAST LINES OF SAID LOT 4G, REVISED PLAT OF LOT 4. u- 3- k BLOCK 15, SOUTHWOOD PLAZA, PHASE 70 FOR WEST AND SOUTHWEST LINES HEREOF AND OF SAID LOT 2, N 21'11'24" W 49.79 ANGLE TO A 1/2 INCH IRON ROD FOUND FOR AN INTERIOR GLE POINT HEREOF AND OF SAID N, 2. AND N 41'57'34°W 160.01 FEET TOA 1/2 INCH LO JHARVEY IRON ROD FOUND ON A SOUTH RIGHT OF WAY LINE OF F. M. HIGHWAY NO. 2818 LL_ (n ii MITCHELL PARKWAY) FOR THE WEST OR I NORTHWEST CORNER. HEREOF AND OF SAID LOT 2, ALSO Zn Lu it PC BEING THE NORTH OR NORTHEAST CORNER OF SAID LOT 4G; THENCE ALONG SOUTH RIGHT OF WAY L NES OF SAID F. M. HIGHWAY NO. 2818 FOR NORTH LINES HEREOF AND OF SAID LOT 2, E 268.50 FEET TO A CONCRETE MONUMENT (HIGHWAY ER I 6,V57'60 RIGHT OF WAY MARKER) FOUND ON A SOUTH RIGHT OF WAY LINE OF SAID F. M. HIGHWAY FOR AN cr a - ii EXTERIOR ANGLE POINT HEREOF AND OF, SAID LOT 2, ANDS .88742'2e E 12.36 FEET TO A 5/8" r IRON ROD FOUND ON A SOUTH RIGHT OF WAY LINE OF SAID F. M. HIGHWAY FOR THE NORTHEAST X CORNER HEREOF AND OF SAID < z LOT 2, BEINGTHE NORTHWEST CORNER OF LOT 4F (CALLED 0.99 ACRE), OF SAID REVISED PLAT iI OF LOT 4, BLOCK 15, SOUTHWOOD PLA , PHASE THENCE ALONG WEST LINES OF SAID LC T 4F, REVISED PLAT OF LOT 4, BLOCK 15, SOUTHWOOD PLAZA, PHASE TWO FOR EAST LINES HE ?EOF AND OF SAID LOT 2, V0 S 00*03'36' W 175.00 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN INTERIOR ANGLE POINT< HEREOF AND OF SAID LOT 2, AND S 2 '08'32" E 49.95 FEET TO A CHISELED "X` SET IN r 1 0 t- _u o CONCRETE CURB FOR THE SOUTHEAST ORNER HEREOF AND OF SAID LOT 2, BEING THE SOUTHWEST CORNER OF SAID LOT 4F, �iLSO BEING ON A NORTH LINE OF SAID LOT 1, COLLEGE STATION SOUTHWOOD SUBDIVISION; a -.4 V 04 1-4 THENCE ALONG A NORTH LINE OF SAID ILOT 1, COLLEGE STATION SOUTHWOOD SUBDIVISION FOR >1 �` i �i �� ui THE SOUTH LINE HEREOF AND OF SAID JLOT 2, S 68°54'59' W 159.10 FEET TO THE PLACE OF. BEGINNING AND CONTAINING 0.985 ACRE OF LAND. -6 lk , F�Q N NOTES A. PROPOSED LOCATION IS AN 'EP OUT PARCEL EXISTING PARKING. AREA IDGRASSY AREA 0 FUTURE LEASE LOT 0 B. PARKING tri b, 1187 -no ON WAL-MART PARCEL bd6w S cp Z 2� �Vv-o' EXISTING NUMBER OF.PARKIN6 SPACES RA IPA4. 0 TOTAL TAL NUMBER OF SPACES TO:BE.REMOVED FROM WAL-MART PARCEL F-.� CIO "A W.1 - - C) 54 u cv 0 TOTAL NUMBER OF POST GAS SPACES REMAINING ON WAL-MART PARCEL z �7 263'616 WAL-MART BUILDING SQUARE FOOTAGE- (GROSS SQ -FT ) V z C. TYPE OF STATION OPERATION: C -STORE M D CANOPY SIZE C14 591KIOSK 8/2 M D 135.67'xd6' CANOPY SIZE D. PROPOSED SQUARE FOOTAGE OF OU PARCEL AREA: 42,927 S.F. 0-98 —ACREAGE PERCENTAGE OF OUTLOT USED: 100% E. ZONING REQUIREMENTS: REVIEWED I IANC� GC EXISTING ZONING comp - GC ZONING REQUIREMENTS FOR STATION AUG 232013 NO PROPOSED ZONING CHANGES 'STATION NO COLLEGE RE -PLAT ENGIN RING i F..PROPOSED UTILITY EASEMENTS: ANSWER "YES' OR "NO" AND PARTIES INVO 0 NO WATER N/AN/A PUBLIC WITH 0 w N/A PRIV 7E NTH WAL-MART N/A N/A PRIVATE NN/A Z TH 3rd PARTY C== Or NO SEWER cm VN/A N/A PUBLIC WITH cm N -MART N/A PRIVATE WITH WAL Q0 N/A PRIVATE WITH 3rd PARTY N/A no ----------- NO < UNDERGROUND ELECTRIC X ,EV MED F Ir I co ror N/A. PUBLIC WITH N/A: 10 L;vMPLlANk_,,_ .1 0- (010 no Q1196 -MART N/A N/ PRIVATE WITH WAL N/A N/ 2.013 PRIVATE WITH 3rd PARTY A Coy LtUt blAflof\ NO UNDERGROUND TELEPHONE of 1% 04 0.1 w EVELOPMENT SERVI, q, N/A PUBU0WITH N/A ED: N/A PRIVATE WITH WAL-MART N/A e j N/A PRIVA TE NTH 3rd PARTY N/A G. OTHER NOTES: Q, 1. HEAVY DUTY PAVING HAS BEEN PROVIDED lz (� I 2. TRUCK ROUTE WAS DETERMINED USING AUTO -TURN WITH A WB -50 AS ITS VEHICLE. rnf=3 3. BASED ON MASTER DE MENT PLAN FOR WAL-MART SUPERCENTER #1150 BY DUCET AND ASSOCI S DATED ll -27-2007. nn, ^two p vvill-J,44 an n I NUM BEARING DISTANCE L1 S 88°4224" E 12-36' L2 S 21 '08'32" E 49.95' L3 N 88 55'04" E 12.38' L1 S 23.08'34" E 50.00' TO REMAIN ORE CK --•'.. Wit4�M1:--CNE CNE 0j`— ••—m--- WALMART SIGN SEMEN` a� PYLUN STUN TO REMAIN " C v� C.'ORD iii` r L_ G 7- 4£, 2F n3 LINE 12G 5B _.r %- w F B�l,L DING SETBACKS: �BBWUI�LD!ING. SETBACK SHOWN ON PLAN A -v -T ir-1 1PARKWA"Y' MIT' ELL .HARV h u ME T Y WAY . CONSTRUCTION ZF FEN E ALO G PROPERTY LINE 135.28' N 64157100" E 268.50' 4%� v+„ `° ARCEL AREA 12" L- 42,926 SA. FT. STEEL BOLLARD 0.985 ACRES n N.T.S. � I 12J CiL 25' BUILDING SETBACK �? � z 1 t— `� � � L -- -- __ i/C1L U f C U RECORD Aco pf£.._ -iNtC__"'_'iHE_'___al[_...-btr ...p.,.._.._.G¢.—..aE._....,. aiE ._..... atE _..._. [Mt ar...-._ —AkE ^--"HINT a-..^-. a1C—aS __. .r8 -....._qhs ..._fff .,_,_.. [d5 46.-_q _.._. Tei—._qS _, 4S£•• -•-_ E' . !�U' IGF U O 21L -8e V 21 2iL 1L I5A 1z, %L, '+ �(j SFr"' -"'•s`" -w . `•'''" t�� `•"``. 4.81' . m I °. ! p e I 4 29.83' 135.67 13.67' 2 ' 21.42 21.42' 2p' i 3.67 °. 3 ' ,.�&591 SF I o ¢ h i.` _ /�� 11,1,SED I 8/2 MPD 50UT� l 915, FF A VAp OR . VG/- UME / 21 rn 13:5' 21 �0.6 5' 5' rt# 4 �jr 180.5 SF G+ 5A 198.6 SF P. PARKING Q ±160 SF ► PARKING 1A rr 12D BLUE "' BLE ISLAND •'h fF�� If ISLANDS AREA 9U AREA 21 13A •4 12J=� 2 `P3D' M: 3 ' xj CONSTRUCTION 2F RS' j R20, F,Fo I• NC G . 5 389.5' / , RUFERTY NE ` , 13A s� nr)d 1A TYP. 1281q 1 I 2J 13A � I PLA CE C j gE&TNlvlry �'} � 9V LOT 2 v 8 A{ (42..9,2 7 SQUARE FLET) _20' BUILDING SETBACK _~ ' 410F t1rvTY F�#Sl i69E14 T 120j, PG . 14 2E I" 3 / C -Op ?r' i 21 A SUL?dECT I-0 D -"DILA 7101V OF ACCESS O.✓ER I�0 U1W 1204, PAGE �� c�� .) �'C�;��G'�� DRI Ili fir SJUPI-A T sFr� c O _ ; 5, C INCL UifiL 10-378, PA Gf_� i35: / {%R v SITE DATA LAND USE CLASSIFICATWN: FUEL SALES ZONING CLASSIFICATION: GC ZONE- GENERAL COMMERCIAL. LOCAL. JURISDICTION: CITY OF COLLEGE STATION FLOOD ZONE CLASSIFICATION: ZONE X- SITE DOES NOT LIE WITHIN A FLOOD ZONE PARKING DATA REQUIRED PROVIDED MURPHY EXPRESS GAS STATION 591 S.F. STANDARD SPACES 1/300 SF = 2 4 SPACES ACCESSIBLE SPACES 1 SPACE 1 SPACES TOTAL PARKING SPACES (6 PER 1000 SF) 3 SPACES 5 SPACES i 112GI 5B I LOT IL b~" LG( 4-F 1. ®TMA '—f '�-- . ......,, l4 TWVnC SIGN (TYPICAL) 6" SCHEDULE 40 PIPE FILLED WITH CONCRETE TRAFFIC SIGN IN BOLLARD 5B N.T.S: WHITE LEGEND RED BACKGROUND R1-•1 "STOP"" SIGN ,2G N.T•S. Yam TRAFi1C PAIIiANT LVE T—' 1'-e' 1'-8" 9'-•B' i' -S' a§o sh' sYt' io' STOP BAR 108 N.T.S. O SLOP BTR EXISTING MANHOLE ____.- _ _T ERF CURB/ RZWR --�--_----�� ,�.,--------- AERIAL ELECTRIC LINE EL 'TR/C POLE —__ _ E I U/G ELECTRIC UNE IL WATF'R METER TOE OF SLOPE '=J 5 WATER 1/AL VETOP OF SLOPE �. CENTERLINE OF SWALE NOTES: FIRE HYDR NT _.._..__ ._,.__ WA TERLINE LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" - LIGH7'POLZ SS SANITARY SERER LINE LETTERING CONTOUR LINE -� - SIGN 8 BOUNDARY LINE '� P ��% ACCESSIBLE PARKING SYMBOL t.�_---- GUY ANCH R��,... °re=I . 9U c � e ° UNDER GROUND +s RESERVED eeoaee ° e r • I,se PAM THIS SIGN TYPICAL AT R7-8 ORBCT = OFFICIAL RECORDS OF �� JO FARMrao.eaee eraee• orerea e RACES SRAZOS COUNT) Y, TEXAS ° ° ��'I 2 O p PROPOSED ami S � vm I2` x 6' PARIONG SPACES ACCESSIBLE �° BO NDARY UNE _..., CONCRETE CURBPENALTY so wmmi AUG 4 2�3 WON" AS -REWIRED 12' X 9` —CF. CONSTRUCTION FENCE (SEE DETAIL SHEET C-6) BY STATE OR LOCAL EAW v'-cHAIrR�L GENERAL SITE NOTES ly 3 POSE A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE fl NOTED: B. ALL CURB RETURN RADII SHALL BE 2', AS SHOWN TYPICAL ON THIS 16 PLAN, UNLESS OTHERWISE NOTED. u_ W ti U1 Q PC C. UNLESS OTHERNSE SHOWN, CALLED OUT OR SPECIFIED HEREON: (� ALL CURB AND' GUTTER ADJACENT TO CONCRETE PAVING SHALL SHAPE TOP OF CONCRETE BE INSTALLED TER DETAIL SHEET C-8. LQ GaouNo/PAvNc PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE RFACE r:.. Q ... � ,.: , . � :.+ • : PAVING PLAN �� VER THE ENTIRE PARKING LOT AREA AND ALL � (� APPROACH DRIVES. 3500 PS.L '# k. • ... p�� PP_ CONCRETE 4,;. ; ; . ' ,; ',i SEE ASS OCIA D PLANS FOR CANOPY, COLUMN, PUMP ISLAND Q Z � LQ DETAILS: AND POUT. Lu x ° o- ax D. CONTRACTOR SHALL GIN CONSTRUCTION OF ANY LIGHT POLE BASES ;., . FOR RELOCATED LIGI T FIXTURES AND RELOCATION OF ELECTRICAL .....; ;. SYSTEM AS SOON A DEMOLITION BEGINS,. CONTRACTOR SHALL BE AWARE THAT INTERRU TION OF POWER TO ANY LIGHT POLES OR SIGNS co SHALL NOT EXCEED 2 HOURS. ('( f� U 1'_6. E. IF DEMOLITION OR C RE WITH T�0 CONSTRUCTION ON SITE WILL INTERFERE HE I WAL-MART TRAFFIC IOW OR ADJACENT PROPERTY OWNER'S TRAFFIC r - FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART sz SSIBLE PARKING SIGN CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER, � � �Rm A{'CE TO MINIMIZE THE IMP CT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING I N.T.S. - A OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC �y BARRICADES, BARREL AND/OR CONES.. TEMPORARY SIGNAGE AND 1 FLAGMEN MAY AL 0 NECESSARY. I? F. ALL WAL-MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE REPLACED/RESTORED TO MATCH THE EXISTING TYPE AND QUALITY OF WORK AND MATERIALS, AND IS SUBJECT TO WAL-MART APPROVAL. G. CONTRACTOR TO PRO CT EXISTING LANDSCAPE/IRRIGATION MATERIAL. H. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAI ABLE ON SITE, •THE CONTRACTOR SHALL PROVIDE TOPSOIL, .APPROVED B Y THE OWNER, AS NEEDED. THE AREA SHALL g THEN BE SEEDED % ODDED, FERTILIZED, MULCHED, WATERED AND rr MAINTAINED UNTIL ARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREA DISTURBED FOR ANY REASON PRIOR TO FINAL e g ACCEPTANCE OF E PROJECT SHALL BE CORRECTED BY THE cn E~ A CONTRACTOR AT NO DDITIONAL COST TO THE OWNER. w `� g Lam :lie 1, THE MURPHY STATIO WILL NOT DROP THE . WAL-MART GREEN SPACE N ►"'n w m BELOW CITY REQUIREMENTS. ,"�� o QE.Ff O� an J, CONTRACTOR IS TO 1 RIFY LOCATION OF WAL-MART IRRIGATION SYSTEM,Z y� O VALVE BOXES: CONTROL BOXES, BACKFLOW PREVENTION DEVICES AND C d Z OTHER ITEMS WHICH I ARE PART OF THE SYSTEM. IF DAMAGES THEY MUST BE REPAIRED TI CONTRACTORS COST. OD Q z�_ K, THE LOCATION OF THE CONSTRUCTION FENCE ON THE DRAWINGS IS FOR10 OR IS TO ENSURE C-4 E � I EAl EF � i THAT GRAPHTHE LCONSTRUG ONR�ENCE ENCOM ASSES THE N ONLY. THE TENTIRE WORK AREA. Q ., A I L. ALL ROOF AND GRO ND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIE OR ISOLATED SO AS NOT ' TO BE VISIBLE FROM I ANY PUBLIC RIGHT- -WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF AUG 2 3 2013 THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GR - ""l°"v K SUCH SCREENING (SHALL BE COORDINATED WITH TME BUIL "REV =� 3 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. I L bi- uc o Inas ION Co DEVELOPMENT SERV!fj,� S M. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OFPLAr � �,s� �� RILEDI SEC11ON 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LI T 2 3 '1013 �ff •-• SOURCE SHALL NQTI PROJECT BELOW AN OPAQUE HOUSING AND NO AUG �r NOTE: ALL TRAFFIC FLAW ARROWS " -�------�-"-"� FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES LL TO BE SOLID YELLOW REFLECTIVE i.. 4 -9 0 1 TRAFFIC PAINT PER BE MOUNTED IN SUC A MANNER THAT THE PROJECTED CONE OF LI k-; T�. � � �� l DIMENSIONS ABOVE- DOES NOT CROSS ANY PROPERTY UNE. ®� RIGHT TURN G6Rl-RING I 21 "` _� { TRAFFIC FLOW ARROW 14°D� �} SITE NOTES I� -- ---n :J�� - A BOLT CIRCLE UTI�'7"Y F'SE-1,167VNT•S• 8B OVERHEAD NOPY - (TYP.-PER CANOPY PLANS) �4T y��i. �"�^ 12D 4 WIDE PANTED STRIPES. 2A O.C. 45 (SEE SIZE 9576, f O 14Fa � { � Afi1S) �LOPOLE WNER SEE UED BY � 1 l�Gf?ECT COLOR LNDI TED AT SYMBOL) PHOTOMETRIC PLAN FOR TYPICAL ANCHOR BOLT SPACING „ [ POLE HEIGHT. N.T.S.12H INDICATED ''T AFF SYMBOL) YEL LOW LANE STRIPE (SEE LENGTH (t )j G n G SEE PHOTOMETRIC PIAN �✓ k��Uppu��f ' "`'• ~ s "^ate' SP C FICATINS. Z (VLlE "'-----•-�---.�- w - POLE -To -BASE PROVIDE TWO (2) 12J CURB ENDS SHALL BE PAINED RD WITH FO NCH (4") 0 CONNECT ALL EQUIPMENT "~ •�,••-..,..., �.,,, ..,- w . PLATE WELD SHALL 3/8' COPPER TUBES � -- DETAIL C GROUND CONDUCTORS TO COMPLY WITH AWS 1HROUGH GROUT AND WHITE LETTERING STATING TI.___, GROUNDING LUG IN POLE SPECS. AT TOP AND FLUSH WITH TOP OF „ " CI FIRE LANE - NO PARKING -TOW AWAY ZONE . WORDING U"` HAND HOLE WITH COYER TEMPORARY CAP BOTTOM OF BASE CONCRETE BASE TO MAY NOT E SPACED MORE THAN ca . r„ „ (TEMPORARY ALL CONDUIT) PLATE CONCRETE PROVIDE O DE SA o EF FOD FIFTEEN FI� (i -WI APART. a t ► 12 FROM BASE OF PALE. 1 4 x 6 MIN. �NG 30 R UP 21A TAPER CURB TO MATCH EXISTING. CURB Q NOTE: ALL SIGNAGE TO BE .-�7V" _ W0 x iT coPONNE T CANING OUS IES � r` GROUND ROD CONNECTED LIGHT POLE BASE TO 8E A A CONTINUOUS I/7' BOLT COVER TYPICAL I § PAINTED TRAFFIC YELLOW - -- ` TO EQUIPMENT GROUND EXPANSION JOINT BASE PLATE BOLT 21 D EDGE OF CONCRETE SLAB. PER TANK/PIPING PLANS. . 0) 0 - PERMITTED SEPARATELY. ' �"� i Jr f _ _------- 1 } N WRE AT GROUND LUG IN MATERX ALL AROUND HOLE 21 E UNDERGROI JND STORAGE TANKS (2 20,000 GAL.). ✓ [ t L CONDUIT AS REQUIRED �.L� Pu POLE BASE PLATE AND 21G AIR VACUUM UNIT WITH 4' X 7' CONCRETE SLAB �ii' X Q f t l (3/4' MIN.) (4) ANCHOR DOLTS 1 BOLT PATTERN PER. �. DIA -x 36' LONG x 6' �'�. MANUFACTURER'S 21 K MURPHY EXPRESS ID SIGN. PER APPROVED ELEVATION. - ' HOOK WITH 2 NUTS, 2 RECOMMENDATION PERMITTED ''SEPERATLY L(� 0 I� VERTICAL AND HORIZONTAL FIAT WASHERS AND t 21 L PRICE SIG PER APPROVED ELEVATION - PERMITTED BENCHMARK 3 LOCK WASHER EACH. NOTE: SEE SITE PLAN FOR ORIENTATION TO BUILDING. CO 10 SITE ZONING BARS SHALL BE FIELD f, SFCTI N eA Ar SEPERATLY TIED. WELDING NOT BARS x7'-1" (SP LANG 21P 5' X 10' CONCRETE PAD. FOR PROPANE TANKS. REQUIRED . PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO NAVD-88 USING CITY OF PERMITTED. SUPPORT BARS EQUALLY SPACED N.T.S. -, LOT AREA 42,926 SF=0.985 AC COLLEGE STATION BENCHMARK CS94-129, ALUMINUM CAP SET REINFORCEMENT IN TTS 6.-3x18' DLA TIES WITH � p IN CONCRETE, PUBLISHED ELEVATION = 260.92'. PROPER I WORK N FROM 0 J BUILDING SE'iBAGKS: THE FORMWORK DURING 1,-8. �' �''•) 0 GROUNDING LUG HANDHOLE WITH � FRONT 25 FT 115.77 FT CONCRETE OPERATION. z 2, 17'0.C. ED TO INSIDE COVER REMOVED OF PO BURNDY .COPPER El SITE DETAILS SIDE 7.5 FT 88.42 FT REAR 20 FT 47.64 F!' TN PL SCRULUG & 1A INTEGRAL a BOLT R BBURNOY D E DUMPSTERCENCL.OSUREUR$. &GUTTER >= FUEL PUMP SETBACKS SLE BASE co WNCOPPER ( �. 1. 4000 PSI RUN. 2B DAY COMPRESSIVE SBtENGTH CONCRETE WfOR GRADE BO REINFORCING STEEL SUPPLIED BY OWNER SRVTT ATTACHED TO ZF CONSTRUCTION SAFETY FENCING FRONT 50 FT 121.98 ' FT a/Q 2 FOUNDIVION IS DESIGNED TO WITHSTAND WINDS OF 13OMPHL 5A GUARD OST SINGLE SIDE 25 FT 48.95 FT /G 3. IF WATER IS TENT IN MILE, REMENE BEFORE POURING CONCRETE LACKING WASHER GROUNDING UJG { 2 FT 48.55 FT 4. FOUNDATION EXCAVATION SHALL BE BY 24' AUGER IN UNDISTURBED OR PROPERLY COMPACTED FULL AT4•I GRHODUND CABLE. 58 TRAFFICISIGN IN BOLLARD (� REAR `� ,� PER SPEC{FlCATfONS " 5 PER SPECIN SHALL HAYS A MOUMUM AlLOWABIE END BEARING OF 2000 PSI. 4 SALT GROUND ROD 9U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED PROJECTION— OIL CANOPY SETBACKS � 6. FOUNOATitNt HAS BEEN DESIGNED FOR A COHESIVE SOI. BASED ON A MINIMUM COHESIVE VALUE OF BASE PLATE PER AT SYMBOL) Q � � FRONT 40 FT 116.49 FT ��• low FOUNDATION was BIFN DESIGNED FOR a cRAr�LAR SOL BASEo ON A MnaaUM tATFxAI SOC SPECIFICaTIONs 9V ACCESSIBLE PARKING SIGN SIDE 15 FT 35.16 F? A NON -SHRINK GROUT 1 OA TRAFFIC FLOW ARROW (TYP.) REAR 25 FT 41.95 FT `SSR 0 20' 30' 40 txs�►RE OF iOOD PSI, UTILIZING MSHTO FIGURE 1.8X(4) OF'E'MBEDMENT OF POSTS WALL CIV9;ffURNING LOW.ANCHOR BOLT i -i/4" MIN., S 8, EXPOSED CONCRETE AND GROUT SHALL BE PANTED WIFIC YFLOIR. THICKNESS WITH MAX, JOB STOP A14 (TVP I 0.1 7 as A 9. DETAIL FOR 22 PD1E WITH TMX. nxtuRE EPA 14.4 sq. FT SIDES "SLOPED AT 1 OC FIRE L AIDE MARKING MAX FLOOR AREA RATIO 0.70 4 F � S <tr pEiAL 'iC" SITE IMPERVIOUS - 69% < 80% MAX. IMP. TO WALMART -f- IO.SEE LOCAL CONSULTANT' PLA+ OR APPLIcABILLtt 45. 128 BICYCLE' RACK (SEE DETAIL SHEET C-1 1) STORMWATER SYSTEM ��' �-l� SCALE IN FEET N.T.S. 12G "STOP" SIGN MINE CAi-L 13A SITE LIGHT POLE. SEE PHOTOMETRIC PLANS FOR TYPE. SEE BUILDING HEIGHT MAX.: 1/2 DIST TO R i8'-9" (CANOPY) 10'-7" (BUILDING) TYPICAL LIGHT BASE DET'/IL _T Z.i CIVIL DETAILS FOR MOUNTING AND POLE DETAILS. 47,64/2 = 23.82 F6">'d " SCHEDULE 40 PIPE FILLED WITH CONCRETE Q - ! BOLLARD COVER ("71,aLOR: 10ICKLDPE FOAM EXPANSIQ E RED PiRODUC3: RPD- RD -6-42-5 JOINT IF IN MANUFACTURER: pN CONCRETE IDEAL SHIELD a 252 CLARK STREET L,LJ DETROIT, MICHIGAN 48209-1355 LY_ I I (800). 731-1722 M M im p ujcn GRADE cr Q •i 1 x = I Pd M , d 1�• ' ti i• •1 1. ONCRUE ARCEL AREA 12" L- 42,926 SA. FT. STEEL BOLLARD 0.985 ACRES n N.T.S. � I 12J CiL 25' BUILDING SETBACK �? � z 1 t— `� � � L -- -- __ i/C1L U f C U RECORD Aco pf£.._ -iNtC__"'_'iHE_'___al[_...-btr ...p.,.._.._.G¢.—..aE._....,. aiE ._..... atE _..._. [Mt ar...-._ —AkE ^--"HINT a-..^-. a1C—aS __. .r8 -....._qhs ..._fff .,_,_.. [d5 46.-_q _.._. Tei—._qS _, 4S£•• -•-_ E' . !�U' IGF U O 21L -8e V 21 2iL 1L I5A 1z, %L, '+ �(j SFr"' -"'•s`" -w . `•'''" t�� `•"``. 4.81' . m I °. ! p e I 4 29.83' 135.67 13.67' 2 ' 21.42 21.42' 2p' i 3.67 °. 3 ' ,.�&591 SF I o ¢ h i.` _ /�� 11,1,SED I 8/2 MPD 50UT� l 915, FF A VAp OR . VG/- UME / 21 rn 13:5' 21 �0.6 5' 5' rt# 4 �jr 180.5 SF G+ 5A 198.6 SF P. PARKING Q ±160 SF ► PARKING 1A rr 12D BLUE "' BLE ISLAND •'h fF�� If ISLANDS AREA 9U AREA 21 13A •4 12J=� 2 `P3D' M: 3 ' xj CONSTRUCTION 2F RS' j R20, F,Fo I• NC G . 5 389.5' / , RUFERTY NE ` , 13A s� nr)d 1A TYP. 1281q 1 I 2J 13A � I PLA CE C j gE&TNlvlry �'} � 9V LOT 2 v 8 A{ (42..9,2 7 SQUARE FLET) _20' BUILDING SETBACK _~ ' 410F t1rvTY F�#Sl i69E14 T 120j, PG . 14 2E I" 3 / C -Op ?r' i 21 A SUL?dECT I-0 D -"DILA 7101V OF ACCESS O.✓ER I�0 U1W 1204, PAGE �� c�� .) �'C�;��G'�� DRI Ili fir SJUPI-A T sFr� c O _ ; 5, C INCL UifiL 10-378, PA Gf_� i35: / {%R v SITE DATA LAND USE CLASSIFICATWN: FUEL SALES ZONING CLASSIFICATION: GC ZONE- GENERAL COMMERCIAL. LOCAL. JURISDICTION: CITY OF COLLEGE STATION FLOOD ZONE CLASSIFICATION: ZONE X- SITE DOES NOT LIE WITHIN A FLOOD ZONE PARKING DATA REQUIRED PROVIDED MURPHY EXPRESS GAS STATION 591 S.F. STANDARD SPACES 1/300 SF = 2 4 SPACES ACCESSIBLE SPACES 1 SPACE 1 SPACES TOTAL PARKING SPACES (6 PER 1000 SF) 3 SPACES 5 SPACES i 112GI 5B I LOT IL b~" LG( 4-F 1. ®TMA '—f '�-- . ......,, l4 TWVnC SIGN (TYPICAL) 6" SCHEDULE 40 PIPE FILLED WITH CONCRETE TRAFFIC SIGN IN BOLLARD 5B N.T.S: WHITE LEGEND RED BACKGROUND R1-•1 "STOP"" SIGN ,2G N.T•S. Yam TRAFi1C PAIIiANT LVE T—' 1'-e' 1'-8" 9'-•B' i' -S' a§o sh' sYt' io' STOP BAR 108 N.T.S. O SLOP BTR EXISTING MANHOLE ____.- _ _T ERF CURB/ RZWR --�--_----�� ,�.,--------- AERIAL ELECTRIC LINE EL 'TR/C POLE —__ _ E I U/G ELECTRIC UNE IL WATF'R METER TOE OF SLOPE '=J 5 WATER 1/AL VETOP OF SLOPE �. CENTERLINE OF SWALE NOTES: FIRE HYDR NT _.._..__ ._,.__ WA TERLINE LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" - LIGH7'POLZ SS SANITARY SERER LINE LETTERING CONTOUR LINE -� - SIGN 8 BOUNDARY LINE '� P ��% ACCESSIBLE PARKING SYMBOL t.�_---- GUY ANCH R��,... °re=I . 9U c � e ° UNDER GROUND +s RESERVED eeoaee ° e r • I,se PAM THIS SIGN TYPICAL AT R7-8 ORBCT = OFFICIAL RECORDS OF �� JO FARMrao.eaee eraee• orerea e RACES SRAZOS COUNT) Y, TEXAS ° ° ��'I 2 O p PROPOSED ami S � vm I2` x 6' PARIONG SPACES ACCESSIBLE �° BO NDARY UNE _..., CONCRETE CURBPENALTY so wmmi AUG 4 2�3 WON" AS -REWIRED 12' X 9` —CF. CONSTRUCTION FENCE (SEE DETAIL SHEET C-6) BY STATE OR LOCAL EAW v'-cHAIrR�L GENERAL SITE NOTES ly 3 POSE A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE fl NOTED: B. ALL CURB RETURN RADII SHALL BE 2', AS SHOWN TYPICAL ON THIS 16 PLAN, UNLESS OTHERWISE NOTED. u_ W ti U1 Q PC C. UNLESS OTHERNSE SHOWN, CALLED OUT OR SPECIFIED HEREON: (� ALL CURB AND' GUTTER ADJACENT TO CONCRETE PAVING SHALL SHAPE TOP OF CONCRETE BE INSTALLED TER DETAIL SHEET C-8. LQ GaouNo/PAvNc PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE RFACE r:.. Q ... � ,.: , . � :.+ • : PAVING PLAN �� VER THE ENTIRE PARKING LOT AREA AND ALL � (� APPROACH DRIVES. 3500 PS.L '# k. • ... p�� PP_ CONCRETE 4,;. ; ; . ' ,; ',i SEE ASS OCIA D PLANS FOR CANOPY, COLUMN, PUMP ISLAND Q Z � LQ DETAILS: AND POUT. Lu x ° o- ax D. CONTRACTOR SHALL GIN CONSTRUCTION OF ANY LIGHT POLE BASES ;., . FOR RELOCATED LIGI T FIXTURES AND RELOCATION OF ELECTRICAL .....; ;. SYSTEM AS SOON A DEMOLITION BEGINS,. CONTRACTOR SHALL BE AWARE THAT INTERRU TION OF POWER TO ANY LIGHT POLES OR SIGNS co SHALL NOT EXCEED 2 HOURS. ('( f� U 1'_6. E. IF DEMOLITION OR C RE WITH T�0 CONSTRUCTION ON SITE WILL INTERFERE HE I WAL-MART TRAFFIC IOW OR ADJACENT PROPERTY OWNER'S TRAFFIC r - FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART sz SSIBLE PARKING SIGN CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER, � � �Rm A{'CE TO MINIMIZE THE IMP CT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING I N.T.S. - A OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC �y BARRICADES, BARREL AND/OR CONES.. TEMPORARY SIGNAGE AND 1 FLAGMEN MAY AL 0 NECESSARY. I? F. ALL WAL-MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE REPLACED/RESTORED TO MATCH THE EXISTING TYPE AND QUALITY OF WORK AND MATERIALS, AND IS SUBJECT TO WAL-MART APPROVAL. G. CONTRACTOR TO PRO CT EXISTING LANDSCAPE/IRRIGATION MATERIAL. H. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAI ABLE ON SITE, •THE CONTRACTOR SHALL PROVIDE TOPSOIL, .APPROVED B Y THE OWNER, AS NEEDED. THE AREA SHALL g THEN BE SEEDED % ODDED, FERTILIZED, MULCHED, WATERED AND rr MAINTAINED UNTIL ARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREA DISTURBED FOR ANY REASON PRIOR TO FINAL e g ACCEPTANCE OF E PROJECT SHALL BE CORRECTED BY THE cn E~ A CONTRACTOR AT NO DDITIONAL COST TO THE OWNER. w `� g Lam :lie 1, THE MURPHY STATIO WILL NOT DROP THE . WAL-MART GREEN SPACE N ►"'n w m BELOW CITY REQUIREMENTS. ,"�� o QE.Ff O� an J, CONTRACTOR IS TO 1 RIFY LOCATION OF WAL-MART IRRIGATION SYSTEM,Z y� O VALVE BOXES: CONTROL BOXES, BACKFLOW PREVENTION DEVICES AND C d Z OTHER ITEMS WHICH I ARE PART OF THE SYSTEM. IF DAMAGES THEY MUST BE REPAIRED TI CONTRACTORS COST. OD Q z�_ K, THE LOCATION OF THE CONSTRUCTION FENCE ON THE DRAWINGS IS FOR10 OR IS TO ENSURE C-4 E � I EAl EF � i THAT GRAPHTHE LCONSTRUG ONR�ENCE ENCOM ASSES THE N ONLY. THE TENTIRE WORK AREA. Q ., A I L. ALL ROOF AND GRO ND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIE OR ISOLATED SO AS NOT ' TO BE VISIBLE FROM I ANY PUBLIC RIGHT- -WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF AUG 2 3 2013 THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GR - ""l°"v K SUCH SCREENING (SHALL BE COORDINATED WITH TME BUIL "REV =� 3 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. I L bi- uc o Inas ION Co DEVELOPMENT SERV!fj,� S M. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OFPLAr � �,s� �� RILEDI SEC11ON 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LI T 2 3 '1013 �ff •-• SOURCE SHALL NQTI PROJECT BELOW AN OPAQUE HOUSING AND NO AUG �r NOTE: ALL TRAFFIC FLAW ARROWS " -�------�-"-"� FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES LL TO BE SOLID YELLOW REFLECTIVE i.. 4 -9 0 1 TRAFFIC PAINT PER BE MOUNTED IN SUC A MANNER THAT THE PROJECTED CONE OF LI k-; T�. � � �� l DIMENSIONS ABOVE- DOES NOT CROSS ANY PROPERTY UNE. ®� RIGHT TURN G6Rl-RING I 21 "` _� { TRAFFIC FLOW ARROW 14°D� �} SITE NOTES I� -- ---n :J�� - A BOLT CIRCLE UTI�'7"Y F'SE-1,167VNT•S• 8B OVERHEAD NOPY - (TYP.-PER CANOPY PLANS) �4T y��i. �"�^ 12D 4 WIDE PANTED STRIPES. 2A O.C. 45 (SEE SIZE 9576, f O 14Fa � { � Afi1S) �LOPOLE WNER SEE UED BY � 1 l�Gf?ECT COLOR LNDI TED AT SYMBOL) PHOTOMETRIC PLAN FOR TYPICAL ANCHOR BOLT SPACING „ [ POLE HEIGHT. N.T.S.12H INDICATED ''T AFF SYMBOL) YEL LOW LANE STRIPE (SEE LENGTH (t )j G n G SEE PHOTOMETRIC PIAN �✓ k��Uppu��f ' "`'• ~ s "^ate' SP C FICATINS. Z (VLlE "'-----•-�---.�- w - POLE -To -BASE PROVIDE TWO (2) 12J CURB ENDS SHALL BE PAINED RD WITH FO NCH (4") 0 CONNECT ALL EQUIPMENT "~ •�,••-..,..., �.,,, ..,- w . PLATE WELD SHALL 3/8' COPPER TUBES � -- DETAIL C GROUND CONDUCTORS TO COMPLY WITH AWS 1HROUGH GROUT AND WHITE LETTERING STATING TI.___, GROUNDING LUG IN POLE SPECS. AT TOP AND FLUSH WITH TOP OF „ " CI FIRE LANE - NO PARKING -TOW AWAY ZONE . WORDING U"` HAND HOLE WITH COYER TEMPORARY CAP BOTTOM OF BASE CONCRETE BASE TO MAY NOT E SPACED MORE THAN ca . r„ „ (TEMPORARY ALL CONDUIT) PLATE CONCRETE PROVIDE O DE SA o EF FOD FIFTEEN FI� (i -WI APART. a t ► 12 FROM BASE OF PALE. 1 4 x 6 MIN. �NG 30 R UP 21A TAPER CURB TO MATCH EXISTING. CURB Q NOTE: ALL SIGNAGE TO BE .-�7V" _ W0 x iT coPONNE T CANING OUS IES � r` GROUND ROD CONNECTED LIGHT POLE BASE TO 8E A A CONTINUOUS I/7' BOLT COVER TYPICAL I § PAINTED TRAFFIC YELLOW - -- ` TO EQUIPMENT GROUND EXPANSION JOINT BASE PLATE BOLT 21 D EDGE OF CONCRETE SLAB. PER TANK/PIPING PLANS. . 0) 0 - PERMITTED SEPARATELY. ' �"� i Jr f _ _------- 1 } N WRE AT GROUND LUG IN MATERX ALL AROUND HOLE 21 E UNDERGROI JND STORAGE TANKS (2 20,000 GAL.). ✓ [ t L CONDUIT AS REQUIRED �.L� Pu POLE BASE PLATE AND 21G AIR VACUUM UNIT WITH 4' X 7' CONCRETE SLAB �ii' X Q f t l (3/4' MIN.) (4) ANCHOR DOLTS 1 BOLT PATTERN PER. �. DIA -x 36' LONG x 6' �'�. MANUFACTURER'S 21 K MURPHY EXPRESS ID SIGN. PER APPROVED ELEVATION. - ' HOOK WITH 2 NUTS, 2 RECOMMENDATION PERMITTED ''SEPERATLY L(� 0 I� VERTICAL AND HORIZONTAL FIAT WASHERS AND t 21 L PRICE SIG PER APPROVED ELEVATION - PERMITTED BENCHMARK 3 LOCK WASHER EACH. NOTE: SEE SITE PLAN FOR ORIENTATION TO BUILDING. CO 10 SITE ZONING BARS SHALL BE FIELD f, SFCTI N eA Ar SEPERATLY TIED. WELDING NOT BARS x7'-1" (SP LANG 21P 5' X 10' CONCRETE PAD. FOR PROPANE TANKS. REQUIRED . PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO NAVD-88 USING CITY OF PERMITTED. SUPPORT BARS EQUALLY SPACED N.T.S. -, LOT AREA 42,926 SF=0.985 AC COLLEGE STATION BENCHMARK CS94-129, ALUMINUM CAP SET REINFORCEMENT IN TTS 6.-3x18' DLA TIES WITH � p IN CONCRETE, PUBLISHED ELEVATION = 260.92'. PROPER I WORK N FROM 0 J BUILDING SE'iBAGKS: THE FORMWORK DURING 1,-8. �' �''•) 0 GROUNDING LUG HANDHOLE WITH � FRONT 25 FT 115.77 FT CONCRETE OPERATION. z 2, 17'0.C. ED TO INSIDE COVER REMOVED OF PO BURNDY .COPPER El SITE DETAILS SIDE 7.5 FT 88.42 FT REAR 20 FT 47.64 F!' TN PL SCRULUG & 1A INTEGRAL a BOLT R BBURNOY D E DUMPSTERCENCL.OSUREUR$. &GUTTER >= FUEL PUMP SETBACKS SLE BASE co WNCOPPER ( �. 1. 4000 PSI RUN. 2B DAY COMPRESSIVE SBtENGTH CONCRETE WfOR GRADE BO REINFORCING STEEL SUPPLIED BY OWNER SRVTT ATTACHED TO ZF CONSTRUCTION SAFETY FENCING FRONT 50 FT 121.98 ' FT a/Q 2 FOUNDIVION IS DESIGNED TO WITHSTAND WINDS OF 13OMPHL 5A GUARD OST SINGLE SIDE 25 FT 48.95 FT /G 3. IF WATER IS TENT IN MILE, REMENE BEFORE POURING CONCRETE LACKING WASHER GROUNDING UJG { 2 FT 48.55 FT 4. FOUNDATION EXCAVATION SHALL BE BY 24' AUGER IN UNDISTURBED OR PROPERLY COMPACTED FULL AT4•I GRHODUND CABLE. 58 TRAFFICISIGN IN BOLLARD (� REAR `� ,� PER SPEC{FlCATfONS " 5 PER SPECIN SHALL HAYS A MOUMUM AlLOWABIE END BEARING OF 2000 PSI. 4 SALT GROUND ROD 9U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED PROJECTION— OIL CANOPY SETBACKS � 6. FOUNOATitNt HAS BEEN DESIGNED FOR A COHESIVE SOI. BASED ON A MINIMUM COHESIVE VALUE OF BASE PLATE PER AT SYMBOL) Q � � FRONT 40 FT 116.49 FT ��• low FOUNDATION was BIFN DESIGNED FOR a cRAr�LAR SOL BASEo ON A MnaaUM tATFxAI SOC SPECIFICaTIONs 9V ACCESSIBLE PARKING SIGN SIDE 15 FT 35.16 F? A NON -SHRINK GROUT 1 OA TRAFFIC FLOW ARROW (TYP.) REAR 25 FT 41.95 FT `SSR 0 20' 30' 40 txs�►RE OF iOOD PSI, UTILIZING MSHTO FIGURE 1.8X(4) OF'E'MBEDMENT OF POSTS WALL CIV9;ffURNING LOW.ANCHOR BOLT i -i/4" MIN., S 8, EXPOSED CONCRETE AND GROUT SHALL BE PANTED WIFIC YFLOIR. THICKNESS WITH MAX, JOB STOP A14 (TVP I 0.1 7 as A 9. DETAIL FOR 22 PD1E WITH TMX. nxtuRE EPA 14.4 sq. FT SIDES "SLOPED AT 1 OC FIRE L AIDE MARKING MAX FLOOR AREA RATIO 0.70 4 F � S <tr pEiAL 'iC" SITE IMPERVIOUS - 69% < 80% MAX. IMP. TO WALMART -f- IO.SEE LOCAL CONSULTANT' PLA+ OR APPLIcABILLtt 45. 128 BICYCLE' RACK (SEE DETAIL SHEET C-1 1) STORMWATER SYSTEM ��' �-l� SCALE IN FEET N.T.S. 12G "STOP" SIGN MINE CAi-L 13A SITE LIGHT POLE. SEE PHOTOMETRIC PLANS FOR TYPE. SEE BUILDING HEIGHT MAX.: 1/2 DIST TO R i8'-9" (CANOPY) 10'-7" (BUILDING) TYPICAL LIGHT BASE DET'/IL _T Z.i CIVIL DETAILS FOR MOUNTING AND POLE DETAILS. 47,64/2 = 23.82 ............ a ciao .:.0 M '60- 90,' CRAWFORD 'BURNETT SURVEK'A -CITY OF COLLEGE: STATION, BRAZOS COUNTY, -TEXAS C --GAA_PN1C..*S ALE'— FEET 8 HIOWAY NO. 28-1 VEY- AlITCHAL PARKWAY) (HAR (R,,;87;_or_wAy WDTH WfIES) V16NITY. -277:5-r 5-:7 =276-:-= Nq� 0 SVLP. -278- 222-5=-� -�77.57 g �gp g 01 A- H Z W llw�§.�@�W;L_11 A, A 11 M W.. —27& - - - - - - A, sm 5muftrAir ED TM —CEP M. �,�-p!p -M (GRASS) 9KMI SURVEYORS COMMEN75 IN 19R'4 SCALE. 1 30 egon � p Wil _41 N a R. A".R 04,'R NIMIE M V 172 twon (GRASS) M, _yC0W4NV, fiAEC0AfN)7NENrC&EN0 152704, -5 CONCREV �VDIVUMLrjff Mi5GZI IV7 FS KMIH _0 PW)VD ...$R,4ZOS 9 8 00AIRANY(SZEMR771 L XRX M.' "A' 5A R 20f wi (HIGHWAY RIW AM*tR) ffi M, 01, EFFECrItIEoArE.-.J.4lVtl,4RYfO, 20A9&t8,-00a.ffl., AA111 i1ou C000IM4 W- �SS4 F, 0 - f f, (CRASS) IRON'ROD w M Nf X 4 4 x -3 gg--1;q- `7- i ete, th S 10 -V 'M W A M 7&41�7S, p1VWS1AW*, '1 -8 g Will V ly 1?jqHj ME FOUND 112' IRON ROA. 4, 51 ml ON 1 1. �$�J�6I cApp9s, assossmeflft awellonsomweadl'? &a .6; CO 4 lion M g. 09V6?)78fl&, 00J700OWS &flq1Res117hft$A9C01*d1)7 11,0111)776.775, p8gO.309, C011,71Y, re=S, V01111ne 98%, R,� 00, 7 '(N 62'50'44-o E '92 K4 M -pog& 204 04 ..Vo v.? -f 22 fld-240, OlftlalReeoldY 1141. - * `� M_,% 7,9 . . 4flo 49i f 14 //fl 0 5, uge. MaI70' V0101ne &A M, 21" A -0-- Z g 4 R tA. 0 1 er IB)Vzos COMM"Y, MX&S,' h&01n0*g0)7 IOY8,7074 60*401097 OrraW0P017*, 170N c lo 171a 6p co 'r, 40 MR&O .0 YC y V�, I . . .j:- g" ar 7's z.. cofteffow 0, esearofls. q�/Sa�p ptillme rl e. o '. ". _R S r/ - ""S, . :*_. � 10)VIRISta&S 0/ W&O17010WgIl &)71=8-09&0fl�10 A6110 49At6flf4h.?t&* C011&fl&1;f, q AE - 2; 41 . 4�7� � . 11� �4� % 0� -7 AE— -42 althe, 11flMoo S, 0&-s C Me, 17(h tNt?tsurvey, AE_ AE— At AE -7 "n AE AE �L;��;.-,!", g , - � p'. yv — AF r AE 7279,51\ AS related) AE N AF_— AE -1- %1 q. -5 CIO -f* 1, At— AE_ A -F, LMW MMIEIV AE— AE 0 P 'Z A AS- 2. AIV. d1screpanclas, conflIcts, or- shoo*peq In arw orboundfaryllnes, or. any ene AE -:--r AE Vol- 1203, P4- vach"nts orpro&usihns, y o verlappIng of qa n or aOAL ME.'$7A-T10A1 SOUTHWOODYA-URD I-SION m ovamimts. [As Show noted A ir 2 -AARr 7d �4 UT v pr. WAL SZGN A -MP OR PMr.REINO OF RECORD IN —.279.5- 14i� 01. ?6: 3. (Notsulveyre4ateo.). A.; �0 lzl�._ k �M. M, W. -- ;n 'VOLUME 10378, 'PAGE IJ6 (OR807) AI 2 SED LOT 4, -BLOCK IS. - REV M"n-ul W A PLAT'OF 'p, ._,�g E -46 Mls� WOOD PLAZA. W AP OR PLAT SEING OF RECORD -IN -VOLUME 120A, PAGE' 5) S/ 4 (NqtapplIcable.) _UT SO H PHASE N. �i REVISED PLA T OF LOT 4, BLOCK A U n, W N, 5- Ihiu 9 Not SUrVE Y r- atedl SOMH OOD PIAZA, ?IJA _f_ 141 vRa& A MAP VVI N OR PLA7, BvNG OF REcoRD 11v " j " _11_1� ""E., �-- S N, J. VOLUME 1203, PAGE. 143 (ORSCT) A iawy 0.- -OfP Survey f Oa.' Wph, &#as-1hP�siess1qA'[Nbf lelated). A Ir 4- �z "p7 w -p-, n, s 5� -OVZRk0G. 'joi1R.-W5 CHICK4W) 'pa *PJR�;- V \\::r- �\6 NVA11-1KAk "Allit.- ffib. Easements, or claimpf eestpmenis,' whldhahe r6trevordedIn ihe PU4�10 records.: (As. shown ornoiedhamonj A,' q V X da - - - - - �4 "o Wk p M K .,,- " A. A -A, &&DING AN IN M M!, �w.% t d K., AM va - .`� m, -1 - .� ---- W---$ -�. - A t -0m, f Oc. Epsemen&.4s- shown'of mcord doplat of College -Staffon Spiffhwood SubdUslon,'recor ad /h VolqMe'10378, pq 16 a m M ull _1 cla(Rocords Of &aZOS COUnty, TeXOS. (As' shown or noted hereOV7.). IN 14 pe A 'M K-1.11rt Lon Lone Stv �� Mp A A N P. G. gmire to 12 (SrKOMSWS) 10d; 'Easement damp pa PA770 blanket I'm n1k, su g. g;". 3@ -AACRE bos nota E 1100� � r. fiecorfs Of BraZOS COUIVY, TeXaS, (0,7glnal easementap ai9emeht 6F p1les, to 4ect tract Subject tract is part of Palftl RW15wse. p (42.907 SOVARE MT) Deed fiecardV of Brazos. County, - Texas (blanket easement); is&,b.p from -dated December 19 1950, recordedAin VOILlme 148, pe 429, g Release . T", V1_7�4i 0 g,� my 'Sub '41 LOT'2; recorded In VO&MO 75, 717, Release T P-ve A, ffi La IRON ROO between Wal -Malt. 112 FOUND I/ LOr 4F.'. Telms and COnddlons contalned1h Easement WO COV078nts andRestrlctlon Affecting- norpyand "M LOT 40 i a AM f0_ a ZONE 0- 1 (GENERAL COAfUERCM) IRON. 0 o:OWNM USAP FUNDING 2001-A L.P. -�?04 Brazos Pago Officlal Records of 0� AN -AM ZONE -6.4 (G§V&W C1600MCAL) County, TOxes, ond amendedby 1hshzh*ieqis rocoorded in: Volume �20-4,popps.471&nd 485 and VOIVh7a 8878,p 40812d'.. Propefil6sft. and Southwood Valley, Ina'- datedJune 26,' 19$7,,fecbrded1n Volumeg8j, ages OWNDil K. 4CS Lk .201, OfflelalRecords of 8MZ0S.00U0tX Texas. (NWA�pllwblo.) -AS. -TYt BEARINGS SHOWN HERSON ARE RCIAME To 0'0,&rAIN-rD.�OY'.OPS"OBSERVArIONS, ORSrR VED A r, LA T/ rwa M40FDAWR ON LIME TA -8i 02 L ONOMODEA.- - 96* 18'1 d. 7-4 " W (WO �-*4)- 30 13-�"55. N CONOME PAD &P ccessi5asementexecatedbvAreaPmara"CnrnnmiiA.- !A, I 10f Dedleagon livate NUM -REARING DISTA S'88'42*24Z 12.360 _0 L2* S 21*08'32" E 49,95' ��JN84r55'04�`F *12.38' ff -S2XO8:T4E 50.00'_ .2! IM N`rHE SPECIAL. FLOOD HAZARD AREA.'AdCCRQINGA� 1P. Volume 10 15, p.Ve If 7 and copected In. Volume 10 M, page - 44 f, Oftlal Recordg of yrazos. County 2. NO AARr. Or zw SygjrjqT.pR0pEq.Ty L1,05 W -W �rHt. FLOOD'INS11RANCE Texas, RA 1E` JVAP'(FIRM). AS COMPILtb:BY AHE A&MA4. 6 4FROENCY MANAGEMENT` AGENCY* jarloov.4t rwoa InvRANcE P*oovm, A(Ap 2 1!2, -MAY M'2 COUNTY, rEXAS. Instfument recorded in Volume .1027, page 197, Orldel Rscon* of Blazos County, re=S. [Notapplicablej A(DWRER 48041CO310E. DrFECTIVE DATE 20. WDE-UnUtY.&SEVEAT. g, em7s -V wnw CITY or COLLEGE� -17TA TInAt Bf'NCHMARK CS94- f 9a Al11"'Afay' P V01- 1204 P& 14a (oRsor) andcondMons contalnedin Mataigllngress.andEgImAgreamentbvendb-4tbvjggn Southwood RlAav Inc anlyr-IrrIp ELEVA rIoAtS Af Ajpr mArivr m tjA.V0_88'IVS1AjG PA gzr7, VE- ut;4_ UE_� Ur -92 --UE— UE— f .11V CONCRETE, AU61-13HE UE—.Ug— K b��i venlence Stores, na, dated August 3, 1987, recorded In Volume 1027, page 200, Oftlal Records ofBrazos County, _4EVArION 260o T e X as, ot a*1 �\A SS SS_SS_S -� - -- n jo� FM it, i a RE-STRICTIO APP CA ro.�cotlfvr.su rlov suaircr.'ro rAsrurns; cowlrloms, COMEXAM S�'BU r, Xb1)VG L X 3� ANO. )V$ v SOVhYWOOD SUBDIVISION A 45D OR SHOW HEREON, AND ANY OP RECORD WHICH- MAY* BE APPLICABLE. OR AS Sh ISWIrARY SEWD? '�U 96men�� firv.�Albedsoli IM7.. -6 of Col%�ye Srafigh, - Tex g dat&d '199 f, - tewrded In V*blume SWMARY SEM"�' (N 6615 1'26 E 159.089 -Miit December UMME 74" WE., . a . . . 19, ,. r Not 5. 7HF Sl)fi�=r - AROPERTTY IS, ZONED C- I (GENM4*.iWj�M_ERCZ41_)i' '141 t3, - P,090'. 1 3 138, CM/al Recohls pfAbrazus Ca 4�wm,. AWHOVE IS' 2 1. S - . MY OF COLLEGE STA770N, TEW' applIcablell FIA I'll &--- VAR1,M) -qq PUBLIC U77UM AG4S&fMr (WDIH PLACE OF BEVINA 60 �tDICA7701V OF ACCEW. OVER -CONCRETE DRIVE: -%w1rARY V FOUNO AWL IN OL 906, P9.140 (OR807) ASWIRE -G0AfM0A(,AR64 (4F A107r 10&. XPPA(0� :.ARV,.. -A .'.FQLLPPS-.1 aIR8 ;v. 7.: 4 hO 6(, eX A X SMA V VS 4./. Volume 9676, page MO, Offid-71 Records of Brazo-qcounty, Texas, A Owns sW�w tnart as shown or noted -A4NH#4E;- D*' . . ....... 7. TIM. MAXIMUO'HEIGUr. OF A STRUCTURE L4 NOT.BF. MORE THAN HALF OF rHr- DlsTANcE 70 rw NcAREsr Pwprmy 11w, oRDINANcE. LOT.1 I 'COLLEGE SATAMAL.SQUTHWOOD'. Who PER clTy:or cvuEoE smnom aNtFiry DrmopmEw. Mon, Texa,�, -dqtW,0ec00b0r'1 . 5," AN'. -�AMJIA I IT- A .:.w A P4�A( -(20J,FZU'A BOVE NIE GROUND Bjiei fb��, " 'UNOBSTRUC CA. $4 WEA . / ME ZONE .40j .-PUblic 911tYEhOemaht �00 -M.4d R64, :Eoft 1&bMt 10378, PAGE 136 (ORBCAr) - . , . . . - :& Wge cotds 'Offlclal.pe Cj" .7eAW$. MC NT, TO 4FEW�r IDE'FROM E rwE'RrY 04NER. M4,L Rg�.E=7r .41: 9. [NO' t ap) 44 pbl, 01 UP A f ADJ HOWN ERCOM WC ED E tA Sfe#& 7 �'S -H A MAP OR P44T 88MG OF RECORD IN Bflwfie�$, . =,R ..1k C&kd1)X10O. 'COMPAN Y (S�TE WART -77TI E OUAAANTY - -10 10k thlu I Nbtsurvqyrelatedf, iv..WITO'ORAZOt.COUiY&ABsr#Acr.*' 9. - 7H S:.S1�RV_P-Y. WAS P -S, A(?k -D Wo.. 152704, ATT JANUARY to, COMPANY),'*'.TlrL.'CdMMirA(tVr.FILE' TIVE fOM.*;. TelMs Ondcondtlons contalnedln�Dpdalabp0n- dfRestIfeffonsAnd Grant Of eftement sxscutedbyandbelween�Sauthwvod and 10.': 7XF SU&JtCr PROPERTr -HAS vor B_rEw. A PROPERTY ADDREss A r: rw TMr or.: rms - stmvry Vallej d Inc, A lb ertsibb �;j, /fla date , A tipust M, - t990, Volume . JRN - ou pVe. 3q2, OffikaiRecor&of Brazos C rty, Taxas;, and*raffA&d#y 117S&Vmqnt 1eC0rdedA61),Vb1vme'Y34�,, .167, -OffldalRemids page of brazos* County, T�xs$, and amended �,,vb; Bupw�qs, Exlsnw bAf mr' sUe vr YME107 . . . . . . TY byinatuments-recorded1h -Volvma�jO55,-pages'198a,7d2O6A, OfflelalRec9rds of erazos6ovft, Aexes. .(As'showd*crnoied.� NCES SHOWN IN PAREN -'ARF,1RE`C0R0' 12. SFA NIQ D157A .CALL 'ON A A RA SEED Off. ORSER I V CROUMP. SS OWN HEREON ff, WE LOCA 17ONS. or * DERGROUND UnItIrIES A H 6'i0f .ABOV INE'SURI COLLEGE STATION:- DE surve 10m. thrwlm mpi Vrslated). S.7RUC7ZIRES, AND- GROUND. MARKINGS PROkDED VEYOR BY. r#t qrY . or. - 10tY PARTMENT AND 'r SEWER, BY*A.-DIG--;rrss.'LooAlt'Rtoursr 7HRoilok THERESPECTIVt & MANHOLE DETAIL wrin S, W4 rlrk - A ND % a j E r �rklc . SER VICES A RE PRO VIDED a Y THE C1rY.OF C&LEGE :7FLtC0A( §ERVICE: !IS. AkOkDEV- BY - GA IVERIZON. S -SERVICE S PROVIDED MOS ENERGY. BY AT . M4 Y. VARY FROM LOCArIOAW.. SROWN� HEREON. 80 EXCA VA TIO ACTUAL LOCA;FIONS Or UNDERGROUND "IJITIESI$rAUC TURFS IV PROGRZ5 01- rHIS -SURVer ro LOWE W&A MADE DuRiNG THE V�IDCROROVNO VriURESIS7RUC AND DEPA9S, R 'UA PHN. 979L_777 -62f0' 46WHOLE 18' (Pt NO. 2157) :14.. SFWER1#ArEJ?1ELAECTR1C CON7ACr- HALL; M41WOLE �4 PT NO. 2f44) MARS A RXOSK�,. XMt$..0&ARTMNr, 7RICK, USIC, PHN.- 713'�292- (AVr 7D SOtW. IFLECOMIGAS LOCATF A WN ZIMRIG PO4E . . . CONTACT.- SM V 2' �1 4 Trwcov cowrAcrr tEpway, CU�rVMER SER X A, PHN. -800. 922- 7PP RIM 6". 277 61 'E". 278.62" 17ER 67 PAW� 00. ENERGY, CUSrOMER VICE, 70,0 WfTER ME PCYA L MSCR I P 7 YON -CONt AT I , GAS ACT MOS I �2;6 MAXR'VALVE 985AC-RE - 42,92VSQUAR-EFE�E.T) Y"MA P .-SURVE tract LIGHr PDX A.H.that cert,*. .orpawel oflaud, lymg and being situatedid the City ofCofiege Station, Brazos County, Tq-pg, fiaft,.-6f&� CmuTptdBaWv1t Siu*vy, SNOWINO A SURvEr,or. a or - ND, ING A )YD BEING 'S(7U4 TtD 4N. THE'. C17Y OF 0 -7 resurvey ot Sout ACRE 1A - LY M caaor srA nox, BRAzos coumrY* A -r - CRAWFORD'SURN-677' SORVE-Y. A-7, ..A ,be*a ofL 2 (caUed 0 9853 acre) ofCoftege Station hwood*Suo"i�q, .4 ` orplat ofsaid sub&vision being ofrecord in Volume 6 =1V .R r_xAS, ART or HE 103 78, Page 136, in the 00cial Records ofBrazos Coun - Texm, andbeingmore faUydescdWbymetes*aad bounds.as follows, To -Wit lNfLow 4ZEV =i . . ty, &ING A RE'SUPYE7 OF io 2 (CALL0 0.*�853 A CRE) OF - COLLEGE - ST4 rION SOUAJ406D INfLOW ALEV - UY. AWN01? 271,63' 4- PVC SUR01 VI$10N, A MA P 'OR. P LA T OF -$A ip SURVIVISIOV StING:.OF. ktCORD IN VOL 0 -274.17' 4' PVC11" 1 378, PAGE i3glw r/ -/r OrFIML. Rrcows'or 0R4zos.Covy7)��'r -BACK OF CUR81 BEGBVMVCratAz&W-foundin;conc�ete-ciwb'fortheSou6westoomertereofaudotsaidLotj*ofsaid.i�offegeStWdn:S'outhwoodSubdfvision.-asrecorded.--. EY64S G4T TO? ty, AE AERAL 4tMO:UNE -in Vol me 103.78, Page 136, in said OfflcialRecor& ofRtazos.Cbun Texas, - beigg on a North fine ofLot 1 (caUed 19. 8465 acres) ofsaid Chfiege station RON - UIG awmc LINE -'(caged .1.03 wmq).ofihv ReWsed Plat ofLiot 4, B k-1 Son wood phzA, pb R �IFICA -$mAwood Subdvisiop, also , 10c S th age UE bein lie SoutheastcomerOfLot 40 TWO, at. W OF SLOPE. sttzow S". 270.65' a map orplat.ofsaidsuMvision being ofircotdin Volume 1203, Pago-143,. �m` said OfficialRoconk;. 6��Pyc am,: mg, 6!1 rop Or a0pr - — -7 OW a". 6- PVC 269.46' 6' PW. ACEMERUNE OF THr S 1A rf OF 4EXA S il:WNCE alonk th� Fast. aqdXbfthi�asi Aa sa t fiqiw f icup 4QiRevis�dPlat0f4ot4 thwoodP1Rza,"*Pjwe' or West and $ozdh west fiaes ;.B1bck15,.S0u 7ERLIft' jJ0 . . TWO f 'bereofand6fsaidLo(2,-N21011.24- W49.79 feet to.a.0 inch. iron rodfoLmd foran inftior finglepoint heMfandafsaidLot2, dN41 34" W an 057' S S _WWY SEWR VNE COUNTY OF. BRAZOS '112 inch iron rod found on a .160.011bettua agouthjightofwayNne-ofF.M*�WghwayNo.2818(H.�tv�ylWtcbeBParkway)lbr.&e West -6 or Abir west, .278' CONfOUR LINE comer betrofand ofsaid f-ot 2 ;r4p twAtA"yA#r,.RFAL EsTA . 8IsINESS TRUST, .-MURPHY. OIL: 0A, va, Bvzos Co0wrr ASSTRACr SOUNDARY'LINE' also being the Nor& OrN"east 6(ima qfnidLot 4Q; R OU -W t C FANY, SM ART' hTE GUARANTY COMPANY; Am rHE )VAMED AENrITIES' ESPECrIVE'SUCCESSORS AND. ASSIGNj.'. :77-WNCEaloggSoutbdghtofwav&esofsaidF M.,MgbwqyNo. 2818foi.-koig.,6�oh&o6foad-�fs'a - id �4 N64-5-7100';ik*268,50'Jeettoa concrete MWHOLE "C" (TAT NO. 2158) MANHOLE D PT NO. 2159) : , . . . :.. . . , , - found on a Son& fightof wayfine o sm F ghway o (Nor M SW4 (AVr 70 SC#4 of way mgtker) f �d 'M. N r.an exi THIS IS 70 CERTIFY -TRA JUIS -M4# OR -XA77-AhD'-T#E- -WHICH,1T �/S, BA W R WoraROopoiniberwfand ofsaid4ot2, C&901400b. TNEr SEP E E and.S8804224 E 12-361bet to a 518" iron rodfound on a South fight of wayfide ofsaid)7. M. M�hwqy 1br the Nbd6easi comerhereofand of said MADE17V ACCORDANCE' -7XF 2011. MINIMUM STANDARD DEIAX REOVIREMENTS. FOR ALMIACSM. 7VP RIM AELEV 275.65' - rop Rim. &tv 274.4o., Lot2, bemg the Northwest comer ofLot4F (caffed 0 99.qpre),.ofsa1dReqsedP1at OfIot4 BII�ick A(D rITLE -Y rsrASLISHED AND -ADOPTED BY ALIA ANO N5P$,..AhD' INCtUDES 1 .9, South wo6d Plaw, 1 Phase Two, LA SURVEYS, EM -7 IT. S 1, � 2,. 3, 4, 5, 6A, 6B, .: � " ��O -118 A, f 3 -OF rAeLE.- A - 7HEeREOr. - WK 10Rj.. I 1A, VD THE . . . . . . IELD WORK WA S ON-JANVARY 14 -?013. CEaJong. Westfiaes ofsaid.Lot 4F, Reidsedftt ofLot4, Block15, SouthwoodPlaza, Phase: iWo hexwfand ofsaidL&2, A -TIMV -S 0000396".W 175 00 feet to a 1/.!2 kch ii - na rod f=4 for an iniptior mg1e.pointhereofand of s ' aid Lot.2. and S j1 008!32 " E 49.95 feet to a, ch&oled FXIF DA rr OF PLA r OR MAP. MARCY 0, A.D.. -setintbnai��.piyib:foribi!Sotitbwstcomerhoreofa�d f dLOt2 .,DATE OF -REVISION.- JUNE the -So�ih be bfsaidLot4F, dso beiag on a North -fine ofsaidLot 11 -24. ADD r r co college Station Southiirooa MURPHY 0//_ USA, 'INC. TO' CERTIriCAT16M.' Subtfiv�sjop; I,Va6w EZEY 269.Jb' 6" PVC TIMVCE alon -4N rt "Wis g . o-.hlij2e.ofsai(I.,totf,�C6VegeStatfon'So�tbW.06dSubifliWojiftjribd,South:. �icil��iindofBaidLot2,.S68054,59 qjofeet -contakdog 42,927s"qAtarp feet oi- 6.989. 004qd- to the PLACE OF BEGIMVPV0 and acre JON C. k6b0k -UAVER ipiv� A. REGISTEERW PROFESSIONAL &IG A, 7- -*0. - 519,7 OUTI-ZOW. AaEk, - AMOR&S, OF LAND SURVEYOR OMFLOW a0y. LNaow acv 'HODDE. HODAC LAND. St1RVFY1kG,'- 'INC. 268.65" 6' PVC JpN E; HOPPE 259. f3' 6" PVC .. - . . . .& " . I . 61 PVC 6R4Z0S'C0UQ7Y nXW, . ......... P..; .... . . . - .. sr atur., Li -.813--EA ROAD .5197 BRENHAM, TEXA$ 77853 -5681 .(,979) 836 'U Jofiftoddesiir�eyhqqcom. w. a iva 647o (Ca4W647oswalmw4w) RM, rAWS0N4R0H8J3O.,f0B Hodde & Hodd6 Und LynLdying., Inc, Prof6ssiona:l Land Surv'�yi,ng 613 E. Blue BeR k0d.'Brenham, Texas 77833 979 836-56.81 '. 979-836-5683 (Nx) www. hoddesumying.com err 278--- --- 277 MITC ELL 7 -ARKWAY v- -v- ro-i &IN Ir -1 -VAT ,z .::jb,D IV 6457'00" E 2J8. DC7 , IZI 4111 279.91 TC A 279,33 TC 279.41 0 278.83 G 7 -77Z 279.78 T01 286,03 TOI 280.02 TOI 279.77 1 279.03 279.62 279.70 27962 278.93 TC 279.16 279.28� '179.42 j7_9.5,kZ 279.111 279.30� 279.17 279.04 278.43 G 19 4179.1 12 2 *97519 7 *��5' "I k - I y I �y 278.49 G 279.*28 7 279.401 279.53 279.79 27�.q 1 279.27 69.27 - 7 .7 20 �.28 279.53 2T9 62 279.41 279.lq/ N. 279.48 9 8 27 .26 0z 2 jD 4- 9 9.82 --279.64\.l ell, 279.52 '279 69""' 3.28% 416-5 t 279.8Z,' 6279. 1.25%o 81 Tc 19. 9.32 11 k� 1 .4 4 Alp A 278.31 G 9.85 279. 127-. 1 . q AS. 1 279. 59ISF 279.85 TO "1 279.1 ll� P�, 27 .24 53 ft 279.06 8/2 MP 279.79 �179 - 1 1 278;1.9 \410. P 97 tie. Tr. 93/ 278-05 280.03 TO127 279.92/ 279.74 TO 27h.47 TC 277%97 G C) 20 TC Cv 279. A_q - I as 279.68 TC 278.70 G 27918 G 279.60 TC 279.06 TC . 279.10 G , 278.56 G 219,41 1279.29 ,, . 1.00%,/ w q 279.50 Ti _-2*17 TC 2.09%_ 279.00 G .278.37 G 3F 278.60 280.09 TC Tc .1 J 276..86 Tt 276.30 G IL A A,. 277.24 G rc - 1w .VALVE BOX T0h/'13E READJUSTED 'o FINISH GRADql, 276.2 _Tc_,'� 275.7 G 579 G 276-591G- 276.00 G. .- ---------------------- I— I If 0 0 20' 3 40' A SCALE IN FEET SNE c LEEN go- rl�_ EXISTING q(j %I ,A:� .. MANHOLE 8 A CK OF CURB/ 0 GUTTER -AE- AERIAL ELECTRIC LINE A E 10- 7R Ic POLE - UE- ulG ELECTRIC LINE JOH 85-1 N1 WA 7EIY METER TOE OF SLOPE *" WA MR VAL TOP OF SLOPE EN CENTERLINE OF SWALENA%- RRE HYDRANTW- AA 7FRI AUG 14 2013 0- LIGHT POLE ss- SANITARY SEWER LINE SIGN _278- CONTOUR UNE BOUNDARY LINE GUY ANCHOR (n UNDER;IG UGROUD K ORBOT = OFFICIAL 1600RDS OF cn Z LL BRAZOS COUNT TEXAS NAP PROPOSED 0 - BOUNDARY LINE GRADE BREAK < xz Lu ------ xxxx PROPOSED CONTOUR x 0- CF CONSTRUCTION FENCE (SEE DErAL SHEET C-6) DRAINAGE SLOPE AND DIRECTION M Q N oxSPOT ELEVATIONS. XAAA lu IOP OF CURB XXXX 01 TO 4F Q ISLAND XXXX EX EXISTING ELEVATION XXXXTS TOP OF SIDEWALK 04 I GENERAL GRADING NOTES A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTIUTY CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS OR REQUIRED DEVIATIONS FROM THE PLAN PRIOR M CONSTRUCTION. NOI TION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION R AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. gC B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE ev GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILA ON SITE, THE CONTRACTOR SHALL C) PROVIDE TOPSOIL, APPR VED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED ?SODDED, FERTIUZED, MULCHED, WATERED AND MAINTAINED UNTIL HARD GRASS GROWTH IS ESTABUSHED IN ALL cIl l AREAS. ANY RELOCATE 'TREES SHALL BE MAINTAINED UNTIL SUCH CD - 04 I POINT AS TREE IS RE-E3TABUSHED. ANY AREAS DISTURBED FOR s, 8 8a, co ANY REASON PRIOR TO NCE OF THE PROJECT SHALL 0 < u z BE CORRECTED BY THE mm w = CONTRACTOR AT NO ADDITIONAL COST TO. THE OWNER. OD z C. THE CONTRACTOR IS SP.CIFICALLY CAUTIONED THAT THE LOCATION m AND/OR ELEVATION OF ISTING UTILITIES AS SHOWN ON THESE PLANS Cm IS WED ON RECORDS 1OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMEN S TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION M REQUEST EXACT FIELD LOCATION OF UTIUTIES. D. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE INFORMATION IS NOT T6, BE REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND PROPOSED CONTOURS IRE FOR REFERENCE ONLY. E. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF THE CONSTRUCTION TRAILER AND FENCING SHALL NOT AFFECT THE WAL-MART TRAFFIC FLOW. F. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF PROPOSED DRAINAGE STRUCTURES AND ADJACENT PAVEMENT CONSTRUCTED BY WAL-MART PRIOR TO STARTING CONSTRUCTION. G. REFER TO GEOTECHNICALREPORT FOR, SPECIFIC SITE SOIL CONDITIONS AND CONSIDERATIONS. H. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS w OF OSHA DIRECTIVES OR, ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS (c) OF PROTECTION. THIS s TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALUEXCAVATION AND TRENCHING. CONTRACTOR IS RESPQNSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED (c) B 0 Y OSHA. 11 CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ENTERING THE WAL-MART PARKING AREA AND x ENSURE, THAT THE PARKING AREA IS KEPT CLEAN. I 01 0 GRADING NOTES on- no 0 18D MATCH EXISTING PAVEMENT ELEVATIONS 0 51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL, 0 co AUG COLLF-Gi 278.10 279.59 G 2°1 279.02 TC 278.12 TC9.97 277.62 G TC 279.45 T- LP -1-11 " 27T79.47 G 278.52 G .278.95 G XA278.78 TC 278.39 TC 278.03 TC ol 278.28 277.89 G 277.53 G 278.51 TC 278.01 G 278.1 Q 278.02 TC 278.35 TC 277,60 G 277.85 G 277.52 G .82278.08 277 .32 277.75 277.70 TC 277.20 9 277.55 TC 00 277.05 G Al 277.29 1 .1 J 276..86 Tt 276.30 G IL A A,. 277.24 G rc - 1w .VALVE BOX T0h/'13E READJUSTED 'o FINISH GRADql, 276.2 _Tc_,'� 275.7 G 579 G 276-591G- 276.00 G. .- ---------------------- I— I If 0 0 20' 3 40' A SCALE IN FEET SNE c LEEN go- rl�_ EXISTING q(j %I ,A:� .. MANHOLE 8 A CK OF CURB/ 0 GUTTER -AE- AERIAL ELECTRIC LINE A E 10- 7R Ic POLE - UE- ulG ELECTRIC LINE JOH 85-1 N1 WA 7EIY METER TOE OF SLOPE *" WA MR VAL TOP OF SLOPE EN CENTERLINE OF SWALENA%- RRE HYDRANTW- AA 7FRI AUG 14 2013 0- LIGHT POLE ss- SANITARY SEWER LINE SIGN _278- CONTOUR UNE BOUNDARY LINE GUY ANCHOR (n UNDER;IG UGROUD K ORBOT = OFFICIAL 1600RDS OF cn Z LL BRAZOS COUNT TEXAS NAP PROPOSED 0 - BOUNDARY LINE GRADE BREAK < xz Lu ------ xxxx PROPOSED CONTOUR x 0- CF CONSTRUCTION FENCE (SEE DErAL SHEET C-6) DRAINAGE SLOPE AND DIRECTION M Q N oxSPOT ELEVATIONS. XAAA lu IOP OF CURB XXXX 01 TO 4F Q ISLAND XXXX EX EXISTING ELEVATION XXXXTS TOP OF SIDEWALK 04 I GENERAL GRADING NOTES A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, WATER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTIUTY CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS OR REQUIRED DEVIATIONS FROM THE PLAN PRIOR M CONSTRUCTION. NOI TION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION R AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. gC B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE ev GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILA ON SITE, THE CONTRACTOR SHALL C) PROVIDE TOPSOIL, APPR VED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED ?SODDED, FERTIUZED, MULCHED, WATERED AND MAINTAINED UNTIL HARD GRASS GROWTH IS ESTABUSHED IN ALL cIl l AREAS. ANY RELOCATE 'TREES SHALL BE MAINTAINED UNTIL SUCH CD - 04 I POINT AS TREE IS RE-E3TABUSHED. ANY AREAS DISTURBED FOR s, 8 8a, co ANY REASON PRIOR TO NCE OF THE PROJECT SHALL 0 < u z BE CORRECTED BY THE mm w = CONTRACTOR AT NO ADDITIONAL COST TO. THE OWNER. OD z C. THE CONTRACTOR IS SP.CIFICALLY CAUTIONED THAT THE LOCATION m AND/OR ELEVATION OF ISTING UTILITIES AS SHOWN ON THESE PLANS Cm IS WED ON RECORDS 1OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMEN S TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION M REQUEST EXACT FIELD LOCATION OF UTIUTIES. D. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE INFORMATION IS NOT T6, BE REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND PROPOSED CONTOURS IRE FOR REFERENCE ONLY. E. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF THE CONSTRUCTION TRAILER AND FENCING SHALL NOT AFFECT THE WAL-MART TRAFFIC FLOW. F. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF PROPOSED DRAINAGE STRUCTURES AND ADJACENT PAVEMENT CONSTRUCTED BY WAL-MART PRIOR TO STARTING CONSTRUCTION. G. REFER TO GEOTECHNICALREPORT FOR, SPECIFIC SITE SOIL CONDITIONS AND CONSIDERATIONS. H. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS w OF OSHA DIRECTIVES OR, ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS (c) OF PROTECTION. THIS s TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALUEXCAVATION AND TRENCHING. CONTRACTOR IS RESPQNSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED (c) B 0 Y OSHA. 11 CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ENTERING THE WAL-MART PARKING AREA AND x ENSURE, THAT THE PARKING AREA IS KEPT CLEAN. I 01 0 GRADING NOTES on- no 0 18D MATCH EXISTING PAVEMENT ELEVATIONS 0 51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL, 0 co AUG COLLF-Gi RE M(mcilo .ACMVM: AND MAINTAMID ................... BY: THE: INSTALLATION *Or, 8[ttISION AND SEDIMENT ............. . . . . . . . . . . PRACTICES . . . . OR.TO, ':OR.CONCURRENT WITH ... . .. .... .. .... .... ..... ................ LAND•DISTURBINGACTIVITIES]'.' .......... ............ ....... ........ FU ... ................ 'EROSION CONTROL MEASURES WILL BE:MAINTAINEID AT ALL -TIMES.'-Il�LL-IMPLEMLINT�4TT.IPONN::OF , .......... ... 1. . , N :kOlk -tTFECM.:.M()$I()N.-C-ONTROL-,:IAI)DMONAL THE �APPAQVED-PLAN.D.OVS:W.OT: PROVIDE . I . 1 EROSIONAND:RDIMENT CQN[TAOLMEAStRES OVORTREAT ...... .. ... RN f F z Atb� t vz,5 110 T Mir I T C El RKWi_ I 2 7 sp- ,?7 - 5A 1 1 A: � ------ - - M r-% 11M -TT LIMITS OF DISTURBED ARE SF (1.02 ACRES) &50 V 6457'00" E -d f. RB 7- -------------------------------- --- _ 4i 1.80% IR N11 _T 44 17 3 3.28% . ........ 4- A', 591 SF 8/2 MPD T _14 �o u - ITL (1.01? ACRES) CE 7- 41. V. 1.00% ........... . ODD AREAS"::SHALL�- -All 71. _c 00 me= ...........rpl SDP agar* GC._' TO ':.. E ... . .. TRAFFIC: -THROUGH .:':IS, NOT SF INTERRUPTED''. -AT.. ..-...:.jIME:'DUE. lo:�:':::': CONSTRUCTIOW::':': ACTIVITIES. -- -------- ENSUkE'::*:':*::MINIMUM :.'..'TEM.PORA,RY .6 H ---------- j`�' DIRECTION) .-'..:IS.:.AVAILABLE :'.:AT.:.ALL TIMES, `:'FREE :OF -OBSTRUCTIONS:: TO. VEHICLES.':,.,: � � .:%T::,: NO TIME: SHALM T :66NTRUCIIO Hr.� SN'�:tXt- D THE ..............MCE ........ I ....... q !NTO*:T-H A R _ E�D ..DRIVE ORE:-TIAN :a URB OR ORI"� FROM: .:THE': FACE: 'OF TME . C r: .0 EROSION DETAILS CE CONSTRUCTION ENTRANCE SF SF SEDIMENTATION\SILT FENCE WITH WIRE SUPPORT SDP SILT DIKE (ON FASTING PAVEMENT) SD PERMANENT SODDING STABILIZATION 1. SOD SHOULD BE MACHINE CUT AND CONTAIN 31e (±lle) OF SOIL, NOT INCLUDING SHOOT OR THATCH. 2. SOD SHOULD BE CUT TO THE DESIRED SIZE WITHIN ±5%, TORN OR UNEVEN PADS TO BE REJECTED 3. INSTALL WITHIN 36 HOURS OF DIGGING. 4. DO NO PLANT IF SUBJECT TO -FROST HEAVE OR HOT WEATHER IF IRRIGATION IS NOT AVAILABLE 5.. USE I BERMUDA GRASS COMMON FERTILIZER: 10-10-10 (0.25 LBS. PER s.f.) IN FALL WOVEN WIRE FENCE (MIN. 14-1/2 GAUGF MAX. 6' MESH SPACING) e., WOVEN WIRE FENCE (NN. 14 1/2 GAI� MAX, 6' MESH SPACING) WITH GEOTEXTILE COVER IS 1 52 POSTS STEEL EITHER T OR U TYPE. j REQurr7�y FENCE. WOVEN WIRE, 14-1/2 GA. W MIN. FENCE POSTS, 6" MAX. MESH OPENING �A '0I GRDRIVENDMIN. 12" INTO FABRIC, 1. AMOCO 1198 OUN. 0 LIMITS OF AOEA DISTURBED f.Nr% (1.02 ACR if SF USDA SOIL DESIGNATION BOONVILLE- URBAN LAND COMPLEX, 0 TO 3 PERCENT SLOPES 2. BELTECH 810 GRADE COMPACTED 3. MIRAR 13OX FINISH BACKFILL 4. LING GTF. 190 FLOW S. • sl 015 SIC GEOTExy OVER WIRE FENCE DMD WIRE FENCE A UNDISTURBED MIN. OF 2' INTO TRENCH GROUND �1!6 % mxCH 6- -n EMBEDDED GECITEXTILE FABRICMIN. 6" INTO GROUND W/ 8" LAID ALONG BOTTOM OF TRENCH 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. COMPACTED BACKFILL 2. GE07E XTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EI 24' AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED . BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL. BE REMOVED WHEN *I DEVELOP IN THE 51LT FENCE. S. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT A L N.T.S. 4 ADHESIVE 20 20' APRON ON THIS SIDE OF yg; 1600 0 20' 30' raj sus -A C�(/ SCALE IN FEET NF c - LEGEND EXISTING OF It @ MAIVNIOLE BACK OF- CURB/ 4. GUTTER A` 00 get, .00 0 4 i�. AERIAL ELECTRIC LINE ' ' j - I VIG ELECTRIC UNE .*eve 0 ELE07RIC 7E -UE- 85- 92 '040' X WA rFR 'ME TOE OF SLOPE • WA I 7 -ER VAL VE TOP OF SLOPE CENTERLINE OF SWALE FIRE HYDRANT W WATERLINE AUG 14 2013 LIGHT POLE q S ---- SANITARY SE14ER LINE 278- CONTOUR LINE BOUNDARY LINE E. GUY,ANCHOR ch o UIG UNDER GROUND 2w. c* IN ORBICT = OFFMAL RE -CORPS OF LIJ BRAZOS COUNTY TEXAS to THE DIKE SHOULD BE PROPOSED, FOLDED UNDER THE DIKE SECTION AND GLUED DOWN BOUNDARY LINE A GRDE BREAK z :x Ld X U x Ak xxxx- CONTOUR ELEVATIONS CF Co STRUCTION FENCE (SEE DETAIL SHEET C-6) rL - CONSTRUCTION DIKE SECTION V_ AREAI B CB SO DESIGNATION ow co ADHESIVES; cl CONCRETE PAVEMENT USE LIQUID NAIL OR APPROVED EQUAL ADHESIVE SHALL BE PLACED WHERE THE UNITS r - ASPHALT PAVEMENT USE EMULSIFIED ASPHALT. OVERLAP AND A 20* SMP ALONG BOTH EDGES. 0 SILT DIKE ADHESIVE GENERAL EROSION FLOW n.. EXISTING CONCRETE OR P�OTES 04 ASPHALT PAVEMENT A. ALL CONTRACTORS AN SUBCONTRACTORSINVOLVED WITH STORM C4 ADHESIVE WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE Li 4: Al- 4 STORM WATER POLLLLUTII N PREVENTION PLAN AND THE STATE OF TEXAS NATIONAL POLLLTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. DETAIL A -A B. THE TEMPORARY PARKIII AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT' MAINTENANCE AREA, EQUIPMENT CLEANING IK SILT DE AREA, EMPLOYEE . BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE (ON EXISTING P"EMENT) EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS N.T.S. SDP. CONSTRUCTION MANAGER. C. ALL WASH WATER (CONRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT I CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS 0 CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS P DISCHARGED FROM THE SITE. w 'cn: I 4%z D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL 5 tm- MIN. 0.5% GRADE DOWN AND GREASE ABSORBIN'j MATERIALS AND FLOTATION BOOMS M CONTAIN FROM PUBLIC STREET. AND CLEAN-UP FUEL (R CHEMICAL SPILLS AND LEAKS. --e w Z�, R acv 7- w E.DUST ON THE SITE LL BE CONTROLLED BY SPRAYING WATER ON DRY oEn uj AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC, LIQUIC FOR DUST SUPPRESSION OPERATIONS IS 10' MINIMU PROHIBITED. F. NO RUBBISH, TRASH, GIRBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO D AINAGE DITCHES OR WATERS OF THE STATE. 4'-ff CLEAN SMNE-/ G. ALL STORM WATER POL-UTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION GEOTEXTILE UNDERLINER PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE - CONSTRUCTION ENTRANCE H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST" 21 DAYS, SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS. MAINTENANCE 1. DISTURBED PORTIONS 0-- THE SITE WERE CONSTRUCTION ACTIVITY HAS ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE SHALL BE SEEDED NO TER THAN 14 DAYS AFTER THE LAST MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE J. IF THE ACTION OF VEHILES TRAVELING OVER THE GRAVEL CONSTRUCTION EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE OR MUD, THEN THE TIR�S MUST BE WASHED BEFORE THE VEHICLES ENTER WITH THE FOLLOWING. A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE M 1. SILT DIKE PROTECTION. DEVICESSIAND BARRIERS SHALL BE INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDER ' MINING. OR CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED SHALL WITH THE OWNERS CONSTRUCTION MANAGER. BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A O STORM DRAINS MUST BE REMOVED IMMEDIATELY. ONTO ROADWAYS OR INT GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND I . I RESEEDED AS NEEDED. L. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OFTHE SITE AND ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES . E WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE STORM SEWERDRAINAGSYSTEMS. ra (D SILT FENCE. M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALI_ Q �C� A 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION BE USED TO HELP I CONTAIN THE SEDIMENT. WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. X CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. e% O. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD DANGEROUS. IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REGARDING HEALTH AND SAFETY MUST BE ADHERED TO. CL REQUIRE PERIODIC TOP DRESSING OF,THE TEMPORARY PARKING AS I I -A CONDITIONS DEMAND. P. ALL TEMPORARY LKVZiIVN AND SEDIMENT CONTROL MEASURES SHALL 0 6. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING AWAY, CLEANED AND REPLACED. ACTIVITIES ARE COMPI AND A UNIFORM PERENNIAL VEGETATIVE C4 ril- COVER WITH A DENS11-1 OF 70% OF THE COVER FOR UNPAVED AREAS AND SEQUENCE OF CONSTRUCTION: AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED. 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. .0. DUE M THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, 1 CONSTRUCT THE SILT FENCES ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR. ADJUSTING THE EROSION 4. CLEAR AND GRUB THE SITE. CONTROL MEASURES (S LT FENCES, SILT DIKES, ETC.) TO HELP 5. BEGIN GRADING THE SITE. PREVENT EROSION AND STORM WATER POLLUTION. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 3 7. TEMPORARILY SEED DENUDED AREAS. R. ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH 8. INSTALL UTILITIES, CURBS AND GUTTERS. WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS 9. PREPARE SITE FOR PAVING. & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR . BITUMINOUS PAVING 10. PAVE SITE. FOR ROAD CONSTRUCTION. 11. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF RE IEW SITE IS STABILIZED). c INE, AUG 2 3 2013 teeseem-".�_ ENGINEERING 279.5 3 3` _`q I I �•.�S _ _ ..... ' - IR1. Ell 275.5_ 8.50, ra"• Y EXISTING SIGNS/ TO BE. ARICWAY'.f� - 4 r -A7 Y751 - __ OVERHEAD F OfdING .__ _.—_• ~:,k ^__. tl5 — Nl •—anz.s -- CHE-'.••^• CH: — 4:8 --- 6iE tllf •�_ '..... W` ..._.. p(C �,y�...... pie _._... ._ IE ^ CpIT — --- SN2 •••••—S9k --• 6/C --,«. QG . OhE� ..—i. �yfGG... • ...+ (N's ...._._ miE -- 4.T_....... uMiC .-...._. —.^,.• mg 151E —• 41m—._.. Wit •—... ai Citt'� SIL iksE 40' !SIDE UTILITY EASEAlENT . Ww----------- . VOL, 120j,�F'G. 943 � CiRI3C7 j i; It CAUTION! 4 " OVERHEAD , POWER % ff SANITARY n, , L07- CONCRETE PAD �,� I ERG 0 D 1 19A 51 D UNDERGROUND ELEC. ? A/A 1 51 D 56 LF C ELECTRIC URB 18A --•- �- �..,. '� ''`� �' -- �� .��" FOR SALE &GUTTER " �_ _ _ •_b.. " ` _ 18A SIGN EX15,171vG Y�/fl7E if71L1? r EA.SE.. _ _ VA4 V,c,; ., n 920'1612 143� `tff7iFi'Y f .fti��i� PLA ACE — 6r /Af 274 r (4'��C� r rP��f f 1B 58 LF CURB & '4V OUT x''70 55 (6, F'V{ ) rk>"I GUTTERTLI 18A d'iD' ICATI€ N 0/` ACCE5,5 0VER Vo" UUe 7.x,94, PA G�- , fV0 /E r0� ) C0NG','E- ? Dj ----------------------- rftTIII/- -, f3 Cors 103 ,;"8, PACE 7J,6 { C�n mJ 0 '.1-0' 4 Ct�/ilG�r-,rE'TE F'14� 1 PI -11 T 100D VO4 UM -F. 7,30,3, i i 1 1' { 1 t j E� `s �4 � 4 M�� 0 20' 30' 4Q` SCALE IN FEET NE CALL LEGEND e OF k%, ��//��ST�NV �• @'.. ••Ise.•• .� G/\:A�//11 '�� Cee ••` �- ,�� • • ',a ..A. I e MANHOLE BACK OF CURB/ ... •e = . •.. @ GUTTER L AERIAL ELECTRIC LINE ELECTR/C OLE - U E ~m-�—. U/G ELECTRIC LINE a �5 9 �cr . WA TER /y TER - TOE OF SLOPE �, ,► �IAW �Q WA TER VA VE TOP OF SLOPE FIRE HYDRANT CENTERLINE OF SWALE AUG 14 2013 _... __.. W ______._ WA 7FRLINE LIQ;HT POLE ---- — `--- — SANITARY SEWER UNE 278 CONTOUR LINE COMPOSBE SION TAPPNG — BOUNDARY UNE COLM TO E - — GUY ANCHOR � L/G UNDER GROUND ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS v�`i a PROPOSED eLor3c D19AMER ENCLOSURE �'�•� Z . DFSICM 1NND spm 130 MPH _..� ... ®.. ...� BOUNDARY LINE 0- 44 CF — cc STRUCTION FENCE Q z C CRETE CURB AND GUTTER TO BE REMOVED w mm 0 - OU GENERAL DEMOLIT N NOTES �' ,1..•.. •• '•e••'.'h: ° t• •1: .`.a•t'i.•• •'• � `'a.l:i 1:, .tZ.i " A. CONTRACTOR SHALL 3E RESPONSIBLE FOR REMOVAL OF THE EXISTING J YY STRUCTURES, RELATE D UTILITIES, PAVING, UNDERGROUND STORAGE j� p 8°DIA. BOLLARD •r; TANKS AND ANY. OTI ER EXISTING IMPROVEMENTS AS NOTED. r V 14 J-BARs ;:z, B. CONTRACTOR IS TO EMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH #� o ac 0 32"'oa £. AND OTHER MATERI S RESULTING FROM PREVIOUS AND CURRENT � V FOM VW'''• ' 1; DEMOLITION OPERATI NS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL `moi y„ 8' ' BM WALL LOCAL STATE AND FEDERAL REGULATIONS GOVERNING SUCH 04 m MATON BunDrd& ! MEW nNlse OPERATIONS, > m �+p " '" C. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY) TO AVOID PROPERTY, DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE r" r (2} #+ euzs o 4• D.C. _ -`' HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT P N BOND BEAM AND k EMBEDDED IN CDNCREJE PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS r, r • t"xCx7'-1/2• F®t MCFI COMPOS IE PROJECT. FENCE FAMED MM SELF TAPPNG t PER SM C" / THE CONTRACTOR SSPECIFICALLY CAUTIONED THAT THE LOCATION f tx1 M FI TA 0 y _ AND/OR ELEVATIONOF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND r WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE 0 G INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. Z _ THE CONTRACTOR M ST CALL THE APPROPRIATE U11UTY COMPANY AT il�® Q 8' --8=�' r"�" {,V LEAST 72 HOURS BE ORE ANY EXCAVATION TO REQUEST EXACT FIELD �LIiR M r r s' I � � I' vv � i LOCATION OF UTILITIES. ca Q Q x"' w— I E IF D M TTI N OR ONSTRUC m o LOT 4F;xxm K ,� � »� � ��, �� E QL 0 C � WAL—MART TRAFFIC TION ON SITE . WILL INTERFERE WITH THE FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC ,�, � Q. A� 2)+ DTRs o 4• o.0 -T�~��NPROPERTY N.T.S. ; FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL--MART AUG 2 3 X013 CONSTRUCTION/S TOR E Nei CD z o TO MINIMIZE THEMD IMP I TAER ONGTRAFFIC,OR FLOWDJACENT TEMPORARY RE—ROUTING'¢ daZ'' PtAt METAL WK N BELOW BAND VMI CULL L;k,, l d-0 �a ION OF TRAFFIC IS TO BB BARRICADES, BARR ACCOMPLISHED BY USING DOT APPROVED TRAFFIC AND/OR CONES. TEMPORARY SIGNAGE AND c� w chi CI MmRyJaNt OND WAM :• :::: a Bags o 32" oC nmim C P N cuzm�I 7cz FLAGMEN MAY BE A 0 NECESSARY. d z " gw )UND /A/!/ /N x'79, 276> 62 �1TILITIES ,. S /Nv /rr 269 �,�� //fi/ f'A 26 6 S" i ,� L - UT7LfIY EASE1i S1VV7- (f�Y/l�?- S,�fV/Tfifg?' SEV✓cP s : OZ-, 9676', A)G 74£ (OROCT) llrlR 275 65 NI r WATER LINE & L BLOWO 17AL` �'_" ry SAI`J/TI� r LOT � � RY VALVE BOX TO BE READJUSTED TO FINISH GRADE RGA;' 27-4 40 Y/V v UV ;>68, IV V CUT 26t PIAT FILED: F. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES �® I - - FOR RELOCATED UGHT FIXTURES AND RELOCATION OF ELECTRICAL SYSTEM 15-4 AS SOON AS DEMOLITION BEGINS. CONTRACTOR SHALL BE AWARE THAT ' ° M INTERRUPTION OF POWER TQ ANY LIGHT POLES OR SIGNS SHALL NOT � N EXCEED 24 HOURS. ^ ' G. INTERRUPTION OF PONER TO ANY LIGHT POLES OR SIGNS SHALL NOT EXCEED (24) HOURS. Y 8e MA40t8tY Sim :. WALL TO MATCH VOID F txt °K d DEMOLITtt3N N6, TES 18A EXISTIN 3 TO BE REMOVED WWF W29 x W2.9 DOWEL 19A EXIS11N TO REMAIN WIRE MESH CRERLCM51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL METNPORC�1' JOINT 51D PROTECT EXISTING STRUCTURES AND/OR PIPES DURING Toa. DEMOLI ON AND CONSTRUCTION PHASES. . 30 �� ^ ' x;.•.��';:.7G• .:-�-� �}c!�.=+-,x. ';'t;.?S•.�- A t�.i1-.t,�sat�, •''J< ' :•;:: °�q; ENDURO SHADE CLOTH BY POST TOP HENDEE ENTERPRISES, INC. (OR 1 BARS COMPACTED BACKFILL 4 J- w EQUAL) TEL: 1-800-231-7275 0 0 8° aC OR NATIVE SOL 11 32' O.C. RAIL CLAMPS PASS THRU CAP LINE I SLEEVE POSTS ONLY ----t3'-8' --Y KNUCKLED SELVAGE D> DOM x SOONI,�u+ Z N.T.S. TOP RAIL w CORNER: POST::71 14"OC LINE POSTS 4 1/210 BAR 3 1/2' LONG z BRAC rye TO HANG LIP BOLT 1TEo° � BAND TIE WIRE'24": oCPLABDIS 1/2!: i SVM. BRACE: RAIL: - 3/4e lD. X 13 6A 1GOL Mm" 1418E c� BANDS :i5 SHADE CLOTH SHALL �/� ROlIHO MECH, TUBE _ BE INSTALLED x 3/18° OC BEHIND FENCE ON ' GUSSET = STRETCHER',' CONSTRUCTION SIDE Q BAF OF FENCE , E E " + 3/8.0 TRUSS ROD L Q� W/ADJUSTABLE TAKE UP. BOTH 1—J � a D D X 41/2 X 10'-0"0C V0 c� �n - ,,,•L•.•; , � _ � PROVIDE CONTINUOUS COIL SPRING 'N . TENSION WIRE AT BOTTOM. 807TOM 4. DRILL: (2) 3/4'x 5/B' DIA. HOLES n s � SE 1/AGE OF FABRIC TWISTED &BARB@ {1CI)6iD POSILION OF CAMN. 4" O.D. X 3/18° i NOTES: / FRAME 1 112U. TUBE ROUND' MECK TUBE >= SPACER 1 1/2'80. TUBE 1. STABILIZER BRACKETS TO % �, �. •, LIM BE FROM ACADEMY FENCE Ra SUDS 3/4*0. TUBE COMPANY OR APPROVED SM=E H H DUMPM ENCLOSURE GATE DEIAL 12" 2 TONDBAGS FURTHER A TABILIZEED t N.Ta BRACKETS \` STABILIZER BRACKETS i _ ff •i, �1 Y 1 J �_ :7 V DIJMPSTER ENCLOSURE N.T.S. Ul ilk u�a��: 2E ' t � i '� '' b - ;�.,� COIUSTRUCTI{�N SAFETY FENC ' _ I N.T.S. COLLEGE STATION UTIUTIES CONSTRUCTION NOTES 1. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION REPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S VXPENSE. 2. ALL CONDUIT SHALL BE INSPECTED BY THE CiTY ELECTRICAL DIVISION REPRESENTATIVES BEFRE ITIS COVERED, NO EXCEPTIONS. 3. ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 4. CONTRACTOR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RUNS. 5. ALL CONDUIT WILL BE. INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 6. SOIL AROUND ALL PAD MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED 'TO NINEY-FIVE .PERCENT STANDARD DENSITY WITHIN A TEN FOOD RADIUS OF CONCRETE PAD. 7. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. COST OF LEVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING. WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OF THE DEVELOPER.THIS ALSO APPLIES TO IN -GROUND PULL BOXES THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFOMERS WILL BE 2 DEGREES IN ANY DIRECTION. 9. IF A CT CAN IS REQUIRED, IT WILL BE FURNISHED AND INSTALLED BY OTHERS. MINIMUM SIZE WILL BE 36X36X10 WITH. LOCKING CAPABILITY, CT'S AND METER BASE WILL BE FURNISHED BY CSU AND INSTALLED BY OTHERS. SERVICE CONDUCTORS WiLL BE FURNISHED AND INSTALLED BY CSU. ,NR v Ti CHE .1 T 7 L P Aln"K IN A Y hl rN ..j 0 _vu` T H -_lQi-,UC__llrHT fff" N 64057'00" E 268.5 0' flowl[INI�I + V+ CAUTION! OVERHEAD ,+ CONDUIT BY 26 POWLl ER yc + GC --qzl .••,.F•-ayE_..._lA.%i--aiE •.._.odic -as. -i t�E-oa -01 " RTE-^-Wc atC---DYY •••_•-On V.v.._._,.a,H-.••,._.a;e_•••"oHi•••••-@l. •--0.E _mg ---•'wC•-_tai-fSx---tta:-agti-^-•_cws-Ase•---.•ed£----.-erK-•••••, cir-.--.,w c•.• -..•or oma--_•LMe •,••.._.q cam ^a.e •.-•-.••ti*c•-••. �SXe .�••••iNC -••_- ^4L.� t \\\\I+ 4U' NIDE UN.11 Y EA.S'E;�L7V $ ` VOL. 120J, PG. 143 (ORSCT� 23E �+ TYP.) 4OC --PROPOSED ~. I b UNDERGROUND - - _ _ _ _r" _ - - - _ I _ _ - °• FUEL STORAGE +L _ I a' TANKS a 591 SF I 0" 8/2 mp if 4 a.. 1 it 3 4° i if3/�„W ____ -__ WATER BY ��' --- -- I CONTRACTOR. '� #x -y----- +- t 68 `?� 1 r .-. L---r-------------------------------�--------------------LT------------------ T-�j' f#f 1 i 4" 1 1 W GC' TO VERIFY CONDUIT STUB --OUT IF NOT 155 LF 42B i 6A i , .L' f INSTALLED CONTRACTOR SHALL EXTEND T i zf CONDUIT INTO TRANSFORMER PER UTILITY COMPANY REQUIREMENTS. t = --� rpt IS i '34 In L #r COLLEGE STATION UTILITIES TO 24 INDICATE NUMBER AND SIZE OF CONDUITS. GC TO INSTALL CONDUITS, CSU WILL PULL sl vi. F` i I WIRES TO METER ON THE ? I I r BUILDING, it ?t i r P L RANSFO rktLR, CJN ` i1 1 �r CONCRETE PAG r rL i L r EXISTING TRANSFORMER 24 0 BE UPSIZED AS 41G NECESSARY f e 3 4' 2 I ba MASTER CONTROL VALVE BY CITY I� BY CONTRACTOR. SEE IRRIGATION PIAN EXIS 77t+jC I ,FOR CONTINUATION I A �,� 7L --RSI Cw I 1" IRR. BFP w w , f,YlL7F UTtLr'tY L SE`il�%E7t _ _ b . _ T. �_ ©'` `' VAS W. i } ft# BY CONTRACTOR ` " 120i t &� i4,3 ; Ot�SC FL 271.53 VALVE BOX TO ' 1" IRR. METER 40C E ADJUSTED TO „� rrr Y�CiT ~~ = _J'w.. - L _ _�""� _�-- - _�_ _ FINISH GRADE f� i' LITTON! ,r NrTAR. S S P RANHOLE '; a . � -�'� � _ � _ - � r p -__ _ - - P BY Cly( ' ~ ��C � J/NDERG OUND - r RIM 277, 6' - - � � � � � �_� .�_.� � � LITIES 1 tt� tN 274.77 (4'l,VC) CAUTION! ': BY CONTRACTOR ASSUME=D SANITARY aEG�G'�rNOLI S. I s INV OUT 270 5,� (�; » PVc/ UNDERGROUND 23A 270 O3 BASED OR UTILITIES I?Ikf 2'7,; 62 I INTERPOLATION BETWEFJ+i: IN!/ ,Iy3 271.'3 ( „ P✓C I L EX{STING MANHOLES i&V IN 26'..4,3 6,, pV � ` E�� tN� O� 2s� 46°p ��C- GG i0. VERIFY: EXACT FLOW �-- L1TTLt7Y Es��r��1T (,ip7 V/, R, -- -- w �. f/CiC. 9F�76 PG ld6 ELEVATION PRIOR TO ANY �Ni AiY SL:ih t�t>aN1�of , SEWER SERVICE •INSTALLATION ��wM1 �� - t AND NO11FY CE iF SEINER- --== �� . �_� -_-- INT ttv 2,69_30 ' a75� CONNECTION :WITH. MIN.: 1 5% l !i�� - ' r= - - _� - _ nl__,�,_ . : SLOPE: TO EXISTING .MAIN . i$: . II '� " �� __ . _ - SA&I A -NOT:ACHIEVABLE:: Y s� ' 00 V C) RIU 274.40 ' v✓Lr t '0/V Al 268 78 {6 hvv OUT 26,6 6, I THREADED PVO CLEANOUT PLUG GRADE SURFACE AWAY FROM CLEAN OUT -., ADJUSTABLE- HEAD NOPE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS i I I IZE OF RISER PIPE PER LOCAL CODES Iilll II 1 45' BEND, o m 0• apo ° 0 11 0 ° CRUSHED STONE PER LOCAL CODES °R�o°a (7e •0 a e0 oaa0°C 00 0 0 00 *WOO o0 a O Ohm � C m 0°OO °U Oa e° •� °0 as 000 DIRECTION OF FLOW "000000 • °• 00°p� . PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE PLAN FOR PIPE.SIZE, TYPE. AND ELEVATION SANITARY SEWER CLEAN-OUT N.T.S. j 112'MiN. I O.D. i 12°MIN t -- HEAVY DUTY COVER W/ LETTERS %4.° CAST I" IN GRASSY AREA IN PAVED AREA e MIN. 2500 PSI P.C. CONCRETE COLLAR , w SLOPE TO TERMINAL OEM st�INc uNE MAI SEE PLAN FOR SIZE PROFILE SANITARY SEWER WYE CONNECTION WITH CLEAN-OUT N.T.S. REDUCED PRESSURE ZONE DEVICE F'EBCO 0 20' 30' 40' NNW 9s SCALE IN FEET EXISTING �{ MANHOLE_....._ BACK OF G CK F CURB/ ° : a ° ° • . I! A AERIAL ELECTRIC LINE {) ELECTRIC POLE} F U/G ELECTRIC LINE e. • e • a • ♦ e ... .4 WATER M TER TOE OF SLOPE ----- --- -- TOP OF SLOPES' WA TER V VE CENTERLINE OF SWALE FIRE HYD ANT r v WA TEkL/NE AUG 14 2011 Q-•- LIGHT POLE SS SANITARY SEWER LINE SIGN 278 - - CONTOUR LiNE - BOUNDARY LINE --- -- GUY ANC 10R Q k in I IG = UNDER GR UND � � I ORBCT = OFRCIAL RECORDS OF BRAZOS COU),VTY, TEXAS t1') d PROPOSED LEGEND � � � � k ®®� -BOUNDARY LiNE 4"S SANITARY SEWER SERVICE i uGT NDERGRCUND TELEPHONE SERVICE wx xLL )_ NDERGROUND ELECTRIC SERVICE M © Q 3/4"W ATER SERVICE I �i CF ', ONSTRUCTION FENCE (SEE DETAIL SHEET C-6} rI p rg GENERAL UTILITY MOTES �p A. ALL WATER LINES SHALL BE 3/4" SCHEDULE 40 PVC UNLESS OTHERWISE LABELED WITH 36" MIN. COVER. C14 B. ALL SANITARY SEWE6 LINES SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIEC BY THE UTILITY COMPANY, PROVIDE 36 MINIMUM COVER. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. D. ALL ELECTRIC AND PHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED. TO THE APPROPRIATE UTILITY COMPANY UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH TH THE DESIGNATED U11UTY COMPANIES. E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM � 2 UNTIL WRITTEN APPR VAL HAS BEEN RECEIVED BY THE ENGINEER FROM saes H O THE APPROPRIATE G VERNiNG AUTHORITY AND CONTRACTOR HAS BEEN p NOTIFIED BY THE ENGINEER. c t, o a' ' F. PRIOR TO THE CONS UC11ON OF OR CONNECTION TO ANY STORM DRAiN, Mm 5 SANITARY SEWER, W TER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALLXCAVATE, VERIFY AND CALCULATE ALL POINTS OF �® E~ N a Q W -cf) N CONNECTION AND AL UTILITY CROSSINGS AND INFORM GREENBERGFARROW z " E u ENGINEERS AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIREDODEVIATIONS FROM PLAN. NOTIFICATION SHALL BE MADE A MINIMUM `r' � O$09 OF (72) HOURS PRI TO CONSTRUCTION. ENGINEER AND iTS CLIENTS ©a SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO _<C z MAKE SUCH NOTIFIC TiON. Q G. CONTRACTOR SHALL OOMPLY COMPLETELY WITH THE LATEST STANDARDS N Q OF OSHA DIRECTIVES1 OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPOR j SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION, THIS IS TO INCLUDE, BUT NOT LiMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. H. FIRE FLOW REQUIREMENTS BASED ON INTERNATIONAL FIRE CODE: TYPE IIB CONSTRUC ON, 0-5,900 SQUARE FEET = 1,50OGMP FOR A DU ATiON OF 2 HOURS. i. WATER SYSTEM DEM ND = • 800GPD DOMESTIC, 1,000GPD IRRIGATION SEWER SYSTEM DEM IND = 600GPD I� I 0 UTILITY NOTES Its 22A POINT OF CONNECTION - WATER SERVICE (PER LOCAL CODES) OR WATTS 1/4' MIN. ALUMINUM DOUBLE DOOR 22L METEREp. DOMESTIC WATER SERVICE ENTRY. o BRONZE T. HANDLE ACCESS HATCH WITH STN. STEEL 22M PROPOSED WATER METER (SEE SIZE THIS SHEET) � � � ORO vu� 1 / 23A POINT OF CONNECTION - SANITARY SEWER SERVICE nn�� A RECESSED HARDWARE 23E SANIT Y SEWER SERVICE ENTRY (PER BLDG. METH. PLANS} LuI N HANDLES BRASS PLUGS INSERTED 1N PRECAST UNION TEST COCKS UNION VAULT. (TYP.) KNOCK CUT TYPE IS NOT ACCEPTABLE. SCH 80 PV� w PIPE • O • O.e o.• mb io•a or e" gip, +� • e. e • • • s s 4ee •a one y • L +� • e s • •O+•Ore Ose OA .•+°•• �. ♦• •++r ve•�e P•e•°•s. s •sv♦ i o.v o e o.o a.o 1 •m e• . . • . • o. e . o • o►+w es : s'••e:.. . • e . m.• e.• • we o.m ra•o e.: .�•. .. • • • e. . • . o. oee.o os : .�. . MAW STRAINER W/RPZ DEVICE B MIN. V NO. 5 STONE .NOTES: 1. MIN. WIDTH OF BOX 4' INSIDE' 2. POURED CONCRETE OR PRECAST, CONCRETE BOX, KNOCK -OUT TYPE iS NOT ACCEPTABLE 3. WHERE A POSITIVE DRAIN (NO SURCHARGING) IS AVAILABLE, A FLOOR DRAIN WITH A e SLOPED CONCRETE BOTTOM MAY BE USED AND VAULT AND THE VAULT CAN BE INSTALLED WITH THE TOP 2° ABOVE GRADE 4. IF SUBJECT TO TRAFFIC PROVIDE A HEAVIM DOOR. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR - 2 1/2" AND SMALLER41 NOT TO SCALE 24A POiNT OF CONNECTION FOR UNDERGROUND ELECTRIC � luui SERVICEL 24E PROPOSED POLE MOUNTED TRANSFORMER 26A POINT OF CONNECTION FOR UNDERGROUND TELEPHONE. 26F TELEPHONE CONDUITS (PVC SCH.40) /°0 30D VERIFY LOCATION AND DEPTH OF EXISTING UTILITY BEFORE CONSTRUCTING PROPOSED UTILITY ''� � � 0 31 B FI ECTR C LINE WITH CONDUIT FOR LIGHT POLE. SEE GRADE LIGHTIN PLAN FOR DETAILS. 76A CONTRACTOR TO INSTALL CONDUIT PER CSU X SPECIFICTATIONS � 766 ELECTRIC METER LOCATION PER CSU REQUIREMENTS 0 IWL� dno0 ❑ UTILITY DETAILS w 40B SANITARY SEWER WYE CONNECTION 0 40C SAMTARY SEWER CLEAN-OUT 41G REDUCED PRESSURE ZONE BACKFLOW PREVENTER. CSI iuu� CONTRACTOR TO VERIFY TYPE (ABOVE/UNDERGROUND) PRIOR TO COMMENCING CONSTRUCTION. SEE DETAIL THIS SHEET. ALL BACKFLOW DEVICES SHALL BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORDiNACE 2394 428 SANITARY SEWER TRENCHING AND BEflDING. 09 CL iI rompJON> 2 � 213 :eCoLl- LINE--- - < INNITIAL.LL LF4I NCHING BEDDING IN.) 4m •t�NERAL NOTES 1. BEDDING SHALL BE CLASS 1-A WORKED BY 8. FINAL BACKFILL NOT UNDER PAVED AREAS CAN HAND. IF' GROUNDWATER IS ANTiCIPATED, BE CLASS N A COMPACTED TO 95% STANDARD THEN BEDDING SHALL BE CLASS 1-B PROCTOR. COMPACTED TO 85% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-89. 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TC ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALT. BE INSTALLED IN I -A OR CLASS 1-8 OR CLASS II. COMPACTED TO MAXIMUM 8° LOOSE LIFTS IN ACCORDANCE 85% PROCTOR. WiTH ASTM D 698. CLASS Hi AND N -A MATERIALS SHALL BE COMPACTED NEAR 3. INITIAL. BACKFILL SHALL BE CLASS 1-A OPiiMUM MOISTURE CONTENT. WORKED BY HAND, OR CLASS I -S OR CLASS II COMPACTED TO 85% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS 4. INITIAL BACKFILL NOT UNDER. PAVED AREAS LARGER THAN 3'. CAN BE CLASS III COMPACTED TO 90% STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED. SHEETED. BRACED, OR OTHERWISE 5. FINAL BACKFILL SHALL BE CLASS 1, 11, DR SUPPORTED IN COMPLIANCE WITH OSHA III COMPACTED AS NOTED IN NOTES 3. AND 4. REGULATIONS AND LOCAL ORDINANCES. SANITARY SEWER & WATER TRENCH AND BEDDING 2 N.T.S. WYE FOR B SEE PLANS FOR SIZE OF LATERAL EWER MAIN SEE PLAN FOR SIZE NOSES: OVABLE 1. INVERT OF SERVICE LATERAL PLUG SIML NOT OW SEINER >d BELOW SPRWG UNE. I ALL PIPE FITTINGS SIIALL BE PVC ASIN 3034 SWM, GPM IN Cma EE CLEANOUT DETAIL SEE FOR LOCATION`AN PLAN SLOPE TO TERMINAL OEM st�INc uNE MAI SEE PLAN FOR SIZE PROFILE SANITARY SEWER WYE CONNECTION WITH CLEAN-OUT N.T.S. REDUCED PRESSURE ZONE DEVICE F'EBCO 0 20' 30' 40' NNW 9s SCALE IN FEET EXISTING �{ MANHOLE_....._ BACK OF G CK F CURB/ ° : a ° ° • . I! A AERIAL ELECTRIC LINE {) ELECTRIC POLE} F U/G ELECTRIC LINE e. • e • a • ♦ e ... .4 WATER M TER TOE OF SLOPE ----- --- -- TOP OF SLOPES' WA TER V VE CENTERLINE OF SWALE FIRE HYD ANT r v WA TEkL/NE AUG 14 2011 Q-•- LIGHT POLE SS SANITARY SEWER LINE SIGN 278 - - CONTOUR LiNE - BOUNDARY LINE --- -- GUY ANC 10R Q k in I IG = UNDER GR UND � � I ORBCT = OFRCIAL RECORDS OF BRAZOS COU),VTY, TEXAS t1') d PROPOSED LEGEND � � � � k ®®� -BOUNDARY LiNE 4"S SANITARY SEWER SERVICE i uGT NDERGRCUND TELEPHONE SERVICE wx xLL )_ NDERGROUND ELECTRIC SERVICE M © Q 3/4"W ATER SERVICE I �i CF ', ONSTRUCTION FENCE (SEE DETAIL SHEET C-6} rI p rg GENERAL UTILITY MOTES �p A. ALL WATER LINES SHALL BE 3/4" SCHEDULE 40 PVC UNLESS OTHERWISE LABELED WITH 36" MIN. COVER. C14 B. ALL SANITARY SEWE6 LINES SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIEC BY THE UTILITY COMPANY, PROVIDE 36 MINIMUM COVER. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. D. ALL ELECTRIC AND PHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED. TO THE APPROPRIATE UTILITY COMPANY UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH TH THE DESIGNATED U11UTY COMPANIES. E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM � 2 UNTIL WRITTEN APPR VAL HAS BEEN RECEIVED BY THE ENGINEER FROM saes H O THE APPROPRIATE G VERNiNG AUTHORITY AND CONTRACTOR HAS BEEN p NOTIFIED BY THE ENGINEER. c t, o a' ' F. PRIOR TO THE CONS UC11ON OF OR CONNECTION TO ANY STORM DRAiN, Mm 5 SANITARY SEWER, W TER MAIN OR ANY OTHER UTILITIES, THE CONTRACTOR SHALLXCAVATE, VERIFY AND CALCULATE ALL POINTS OF �® E~ N a Q W -cf) N CONNECTION AND AL UTILITY CROSSINGS AND INFORM GREENBERGFARROW z " E u ENGINEERS AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIREDODEVIATIONS FROM PLAN. NOTIFICATION SHALL BE MADE A MINIMUM `r' � O$09 OF (72) HOURS PRI TO CONSTRUCTION. ENGINEER AND iTS CLIENTS ©a SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO _<C z MAKE SUCH NOTIFIC TiON. Q G. CONTRACTOR SHALL OOMPLY COMPLETELY WITH THE LATEST STANDARDS N Q OF OSHA DIRECTIVES1 OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPOR j SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION, THIS IS TO INCLUDE, BUT NOT LiMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. H. FIRE FLOW REQUIREMENTS BASED ON INTERNATIONAL FIRE CODE: TYPE IIB CONSTRUC ON, 0-5,900 SQUARE FEET = 1,50OGMP FOR A DU ATiON OF 2 HOURS. i. WATER SYSTEM DEM ND = • 800GPD DOMESTIC, 1,000GPD IRRIGATION SEWER SYSTEM DEM IND = 600GPD I� I 0 UTILITY NOTES Its 22A POINT OF CONNECTION - WATER SERVICE (PER LOCAL CODES) OR WATTS 1/4' MIN. ALUMINUM DOUBLE DOOR 22L METEREp. DOMESTIC WATER SERVICE ENTRY. o BRONZE T. HANDLE ACCESS HATCH WITH STN. STEEL 22M PROPOSED WATER METER (SEE SIZE THIS SHEET) � � � ORO vu� 1 / 23A POINT OF CONNECTION - SANITARY SEWER SERVICE nn�� A RECESSED HARDWARE 23E SANIT Y SEWER SERVICE ENTRY (PER BLDG. METH. PLANS} LuI N HANDLES BRASS PLUGS INSERTED 1N PRECAST UNION TEST COCKS UNION VAULT. (TYP.) KNOCK CUT TYPE IS NOT ACCEPTABLE. SCH 80 PV� w PIPE • O • O.e o.• mb io•a or e" gip, +� • e. e • • • s s 4ee •a one y • L +� • e s • •O+•Ore Ose OA .•+°•• �. ♦• •++r ve•�e P•e•°•s. s •sv♦ i o.v o e o.o a.o 1 •m e• . . • . • o. e . o • o►+w es : s'••e:.. . • e . m.• e.• • we o.m ra•o e.: .�•. .. • • • e. . • . o. oee.o os : .�. . MAW STRAINER W/RPZ DEVICE B MIN. V NO. 5 STONE .NOTES: 1. MIN. WIDTH OF BOX 4' INSIDE' 2. POURED CONCRETE OR PRECAST, CONCRETE BOX, KNOCK -OUT TYPE iS NOT ACCEPTABLE 3. WHERE A POSITIVE DRAIN (NO SURCHARGING) IS AVAILABLE, A FLOOR DRAIN WITH A e SLOPED CONCRETE BOTTOM MAY BE USED AND VAULT AND THE VAULT CAN BE INSTALLED WITH THE TOP 2° ABOVE GRADE 4. IF SUBJECT TO TRAFFIC PROVIDE A HEAVIM DOOR. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR - 2 1/2" AND SMALLER41 NOT TO SCALE 24A POiNT OF CONNECTION FOR UNDERGROUND ELECTRIC � luui SERVICEL 24E PROPOSED POLE MOUNTED TRANSFORMER 26A POINT OF CONNECTION FOR UNDERGROUND TELEPHONE. 26F TELEPHONE CONDUITS (PVC SCH.40) /°0 30D VERIFY LOCATION AND DEPTH OF EXISTING UTILITY BEFORE CONSTRUCTING PROPOSED UTILITY ''� � � 0 31 B FI ECTR C LINE WITH CONDUIT FOR LIGHT POLE. SEE GRADE LIGHTIN PLAN FOR DETAILS. 76A CONTRACTOR TO INSTALL CONDUIT PER CSU X SPECIFICTATIONS � 766 ELECTRIC METER LOCATION PER CSU REQUIREMENTS 0 IWL� dno0 ❑ UTILITY DETAILS w 40B SANITARY SEWER WYE CONNECTION 0 40C SAMTARY SEWER CLEAN-OUT 41G REDUCED PRESSURE ZONE BACKFLOW PREVENTER. CSI iuu� CONTRACTOR TO VERIFY TYPE (ABOVE/UNDERGROUND) PRIOR TO COMMENCING CONSTRUCTION. SEE DETAIL THIS SHEET. ALL BACKFLOW DEVICES SHALL BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORDiNACE 2394 428 SANITARY SEWER TRENCHING AND BEflDING. 09 CL iI rompJON> 2 � 213 :eCoLl- 1"Ir 7T I I A R V PE", Y M I T (C I - -T;' TLP"LL 'PAR`)j]r,0vVAY SUUTH R1ck_xHT'0F WAY N 6457'00"' E 268,50' ur Typ 1A V �1 ,. . - w } • o: . i i. €• M• t t ••q..• .w.. •«... .•.... .•.v. .ww. - _....mu. .._.. ...... rw nr. r } } :-b •d •v } L IIM • r� w n w w� f i a r 'ex:xgre. i. I r ^n . .' dd a •1 .4 d r a r d. t a AR.......... .I�tG • I r ' f Tse44U T.._..; L� - — '.:r: • 0. r •� ; a z r+ 1'A U'F:litV{? 'R f .a o a e 1r , r' • o � d i a t _ C- 9.1�F d .d ft O f a *s� t dd � } n t d. f } rf - 4th + i { _ r } d P } .Al14:5. i'> -�,•: .�' ,..,�.--' ;� :1•.�. .1� '9'4.x• #�• 1. �.• •;� •;t�';�. . �. €,? •.1.1:.. r f ; r d t h 6 TYR L :1• �f) fj t r f K :n ti: r p :2g (� /� :i`f .✓ Ir P 1 i I r' r• t 1 5 M d� der d .� • d �. .'::'•• , �.•.:: ••:�;';•::: r fd ri. r d r. I I ti li •dpi. . 1.1•s •t i —n— f�TYP. 1A 3 T. 1A Jd :��N >P " ! 4ii, mow• } i; 1 - -b� I � �---- c@ i 36 1 a i3B 23A 51B I ----------------- till K. MIN. 1 .,,MAX., F �m NOTE: GUTTER SLOPE Ti3 MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL O p m a � 112" MIN.. RADIUS „ 1 MAX. RADIUS 6"P.C. CONCRETE' r -ADJACENT CONCRETE PAVING •'o A� 4 NO. 4 X 2'-0" TIE BARS SPACED 3'-0" C -C • -114 A �a.�s.�� i �l:�!%+ �+�� • .moi �i.�+�i 9S, ONE CALF ., .- . ... .. I I- .. - '.. - - .- - - t . . �r. ... :. �. I ............ t� 11 - I.; IYN�l 71� MANHOLE -- __..•__ _-_w _____.__ SACK OF GURBI - AE AERR•EZ£GTRIC LINE •°j •• •• ,• � •�. � •.. �e•eeae oo•ose eoeeoe •• ELEC7Rl POLE f E U/G ELECTRIC LINE ®� Pt5 92 e '— PER GEOTECH. REPORT°. TYPE "A" ��R�� WATER ETER TOE OF SLOPE � C}� ,��:� ..•° �I\ � CURES AND GUTTER 8•1 CONCRETE PAVING FOR DUMPSTER PAD � MATER ALVE' - - - TOP OF SLOPE w�= 1 f 8 - -- - - _w CENTERLINE OF SWALE N.T.S. - to "Ts FIRE HY RANT kAjWATERLINE AUG 14 2013 • \J5 ti t N CONC. SLAB e• a •r GEOTECHNIC OR AL REPORT TOOLED CONTROL JOINT (PREFERRED) USE "KRAFT TOOL CO." EXTRA. DEEP BIT BRONZE R APPROVED EQUAL) GROVER CF -317 0 PP TOOLED CONTROL JOINT 2B PREPARE SUB E PER GRAD • LIGHT PALE S S --'-- SANITARY SEWER LINE SIGN -' 2 7 8 G EAK D A PSD1 2X9LT S 51KA REENSTR SPEED LOAD / SI " H tl 1 x 18 SMOOTH DOWEL 012 O.C. TYPICAL 2 P AL / 1 " 11 2 3/4" x 5 1/2" PLASTIC EXPANSION c X BOARDS OR 2 1x6 TREATED BOARDS SiKA GREENSTREAK G -•SEAL #610 EXPANSION JOINT CAP 1/4" SPACE BETWEEN JOINT CAP AND ANCHOR STAKE W 3 F 4• 1 s?4� ••• .d• 'A•• ••4•• .n < 5 4 .. A, • •q Q ..Oa ..A A 1. �.4 i• •A Vin.' <.p 4• " 1/4" x 12" ANCHOR STAKE 4 MIL POLYETHYLENE VAPOR BARRIER PREPARE SUBGRADE PER GEOTECHNICAL REPORT INSTALLATION STEPS: 1. TERMINATE STAKES BELOW THE TOP OF THE BOARD A DISTANCE, EQUAL TO THE DEPTH OF THE G -SEAL PROFILE PLUS 1/4" MIN. 2. USE FACTORY FABRICATIONS FOR INTERSECTIONS AND CHANGES OF DIRECTION. ENSURE ALL SECTIONS TO BE SPLICED ARE CUT SQUARE AND BOND TOGETHER USING G -SEAL ADHESIVE: 3. SECURE -G-SEAL TO THE EXPANSION BOARD WITH STAPLES, NAILS, SCREWS BELOW THE PROFILE RIBS (APPROXIMATELY 18" ON CENTER) OR ADHESIVE TO PREVENT DISLOCATION DURING CONCRETE PLACEMENT. 4. INSERT SPEED LOAD SLEEVES INTO HOLES DRILLED THROUGH EXPANSION BOARDS AT MINIMUM 2" BELOW TOP OF SLAB. ENSURE SPEED LOAD SLEEVES ARE SECURED IN EXPANSION BOARD WITH BASE FLANGE FLAT TO EXPANSION BOARD FACE. 5. INSERT SMOOTH DOWEL INTO SPEED LOAD SLEEVES AND PLACE CONCRETE USING NORMAL PLACEMENT TECHNIQUES. UTILIZING THE G --SEAL AS A SCREED RAIL, VIBRATE CONCRETE TO ENSURE GOOD CONSOLIDATION AROUND G -SEAL, SPEED LOAD AND REBAR. DOWEL CONSTRUCTION JOINT IN CONCRETE SLAB �c N.T.S. CONTOUR LINE OFCONCRETE .- o 4 MIL -.-'. l� f UNDER BARRIER GROUND _ 1 1 •! • REPORT/ / t }` PROPOS on! 0@0 BOUNDARYLINE =Tj r • .r• ! ! i ! i• i !• i II• i ! i i Y Y Y Y _J .•r•1 • I`.r .• • Imo: • • ••- [ � ii i i• i i • ! !. Y Y Y Y Y •A Y Y Y Y Y Y Y i.•� .. i. .i 1...a s..i.•.:.o.i.+ i.�•.r.� i.•yi... i...a ie-^:rl:—,r1�--.11—r• :Irr--••:-•�—n--.•I�n- :u—n-CONCRETE CURB AND GUTTER� ''��11�11-:11--�Il--1C-X11—;11--�It-;1t-X11:--11��►.�L �_ CF CONSTRUCTION PER GEOTECH. REPORT GENERAL PAVING11 NOTES r 11 `11' .1. .• til � 11 .11�11..Il..r1..11-�11. ii. IL �1 :.CONCRETE ON AS ALT UTILITY CUT REPAIRS TO BE DYED TO MATCH CONCRETE PAVING FOR UNDERGROUND A. SURROUNDING ASP LT., ?# TANKSSTORAGE B. PREPARE 5UtJUK E PER GEOTECH REPORT. GEOTECH REPORT PREPARED BY ECS TEXAS, LLP i DATED JANUARY 29, 2013 C. SEE ASS D LAYOUT. D. THIS PLAN IS FOR �ELATI U REFER • •- • • 1 EXISTING REBAR CHAIRS, ON • RE ERENCE '• POLYETHYLENE / • • T SURROUNDCANOPY —4 MIL VAPOR BARRIER COLUMNS, U -BUMP S,BOLLA AND DISPENSER ISLANDS AT GRADE. S E TANK -PIPING PLANS • r • AND DRIVE DETAILS) LIME •STABILIZED ' •- • • •` AROUND LIST PER TECHNICAL REPORT MANHOLE. - - —4- 0. SEE TANK -PIPING PLANS FOR PUMP ISLAND & JOINT LAYOUT UNDER k,CANOPY H. DOWELED JOINTS SF ALL BE LOCATED ON 12' CENTERS, ALONG THE INSIDE OF - A A THE MOST EXTERI I �SSLABS, DOWELS SHALL BE SMOOTH TYPE AND INSERTED INTO GREENSTREAKF PEED DOWEL THE DOWEL IS LOCATED ATJOINT USING SPEED:DOWEL, WHICH REMAINS WITH THE FORM. AFTER THE• MID -SLAB DEPTH A4D HELD IN PLACE LEVEL AND PERPENDICULAR TO THE r YI .,,� ��► y.i yi .,i yi Yi yl.yi yi.yi y! y.i yi' [!"' II!�'1I!""aAlr'I•!�i1�11!'!1!'�i1!�SII�'!I'�III —1!r FORMS r 1 • • r • 1 ` ! E- • r • - POURING •t--1�—r11--11=1L—r11-11-11-11-r11�—It�ll—. r 1 • r r ♦ CONTROL ADJACENT ''-1i,=11=1111�11°-ll= 11=J1=11=1i=1[=11=, : r - — i JL=J�-JL=JI�II,-=1111.=1L�11,�-:11==11.==1t--1 �--' PER GEOTECH.. REPORT 5i° C ONCRETE PACING 91C N.T.S. CHAIR SUPPORT (METAL W/PLATE) (_} PAVING NOTES 3A AIR/VAC UNIT MOUNTING SLAB 5C PROPANE BOX MOUNTING SLAB 13B LIMITS OF HEAVY DUTY CONCRETE PAVING 21A TAPED CURB TO MATCH EXISTING CURB 518 LIMITS OF SAWCUT AND PAVEMENT REMOVAL LJ PAVING DELA ILS 1A INTEGRAL CONCRETE CURB 2B TOOLED CONTROL JOINT 2C DOWEL CONSTRUCTION JOiNT IN CONCRETE SLAB 11A B" CONCRETE PAVING FOR UNDERGROUND STORAGE TANKS 11B 8" HEAVY DUTY CONCRETE DUMPSTER PAD 11C 5" CONCRETE PAVING $ ,11A 8" CONCRETE P VING FOR UNDERGROUND STORAGE TANK 11B 8" HEAVY DU CONCRETE DUMPSTER PAD 11C 5" CONCRETE PAVING OPTIONAL CHAIR SUPPORT (PLASTIC) 1. CONTRACTOR SHALL UTILIZE THE APPROPRIATE SUPPORT DEVICE TO ACCEPT MESH OR REBAR REINFORCEMENT TYPES. 2. CHAIR SUPPORTS SHALL. BE PLACED AT THREE FEET (31 O.C.E.W. MIN. SPACING. 3. SUPPORT SHALL BE SIZED TO PROVIDE ADEQUATE STRUCTURAL SUPPORT DURING CONSTRUCTION AND MAINTAIN THE REINFORCEMENT WITHIN THE CENTER OF THE PAVEMENT SECTION. CHAIR SUPPORT FOR REiNFORCED CONCRETE PAVEMENT n IMIL HARVh � EL L PARKWAY, rpSOUTH 'RIGH 0 F 'WAY' O _ �-�� /%`: " ; ,r�'-__.. • , ,.� � ./ 508 � %/` l �j�j- / 506 IC -7 IC -8 W_g _ _ _ __ _.__. ._. _ _ ___ — _ .__. __ _ __ _ __ s ..._. 50 09 --------------- 'i // j ',// • 1 D 5 573' SF 506 50B U-7 _ _ _ , \lam �1 506 L`� f ( . ' 591 SF L �#r\ i7> ;,- { W17 506 /. to �"�"'• s; ;.•...,....,....�....__._..........,..•...._,.,.,...._,......,.._I.,._...._..•-._.____,_ _ �•.__._..___....,..._......................_..•...__=-{.�.-__.__._._.......-_._,..._._..-.,,...-r (.� �Yj •� epi � � �_ p IC -14 / 508 I • r;4 /{ 3 600 F 1 D L-2 50A / tip / e it tF , I i t ,a t' i e •s { / f w. is >t•.v it tiN z 50F NS MULCH TYP. �; w.W --_—� - ,—ss / - -- " - 4 B" 2 -PLY RUBBER HOSE DOUBLE STRIWD12 C:AUGE WIRE COVERED WJ2-PLY RUBBER HOSE PAINTED 600RESCENt ORANGE WHITE RAGGING (TYP,) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER B' STEEL TEE POST J"R WT 120' UNDISTURBED SUBSOIL FROREMOVEP BURLAP OF t0EBALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE, TREE PL.ANTIN 13 N.T.S. DOUBLE #10 GA. GALVANIZED WIRE.GUYS TWISIED REINFORCED RUBBER HOSE (1/2'DIA.) r DIA. HARDWOOD STAKES 2/3 TREE HT. — 3 PER 'TREE L r er ErN ( 1'Sr 5 4 •'Ss' ti" �'( 5t- `�—s' k, GY .5v � ' p' es• r � J i g ,Z - INGNES SHREDOW .r� 4•'Ji tt? 5 -. ."Ei �.;•'.,,..<- . • .. :Yo- ., ,... � '>" . ¢. « . ,. n+. r.: .:,. .,. 1 _,,.:.,. „. - : K .,Y s. 1 '.# ,'fit - WDNOW mum .. �` IF SN 0 IS B & % TFEN _.. REMfNE BuFw & ROPE .:�_. FROM TOP 1/3 OF BALL ; B CALL MD( RIGHT-OF-WAY UIIDSt FW SUBSOIL SHRUB PLANTING 20% REDUCTION FOR IRRIGATION SYSTEM AND REG. LA B N.TS. TOTAL L r er ErN ( 1'Sr 5 4 •'Ss' ti" �'( 5t- `�—s' k, GY .5v � ' p' es• r � J i g ,Z - L - .r� 4•'Ji tt? 5 -. ."Ei �.;•'.,,..<- . • .. :Yo- ., ,... � '>" . ¢. « . ,. n+. r.: .:,. .,. 1 _,,.:.,. „. - : K .,Y s. 1 '.# ,'fit - REQUIREII PROVIDED AREA LANDSCAPING SITE AREA=42,926 SF / 30 POINTS PER 1,000 SF OF SITE AREA POINTS = 1,288 QTY RIGHT-OF-WAY FRONTAGE = 268.5 LF/ 300 POINTS PER 50 LF OF POINTS = 1,611 SIZE RIGHT-OF-WAY 20% REDUCTION FOR IRRIGATION SYSTEM AND REG. LA POINTS = 580 TOTAL POINTS = 2,319 NON-RESIDENTIAL ARCHITECTURAL STANDARDS REQUIRE THE POINTS = 4,638 POINTS = 4,725 DOUBLING OF REQUIRED LANDSCAPE POINTS. 345" CAL 8'-10' IN 0 NS 9 STREETSCAPE LANDSCAPING (WITHIN 50` OF THE PROPERTY LINE 268.5 LF) / 1.5" CAL 13 TREES ONE CANOPY (OR TWO NON -CANOPY). TREE FOR EVERY 25 LF OF 13 TREES (3,900 POINTS) FRONTAGE SCREENING SHRUB 5 GAL. PARKING LOT SCREENING LANDSCAPING IC 72 SHRUBS SHRUBS USED FOR SCREENING SCREENING SHRUB (720 POINTS) 36" IN H 15 SHRUBS NON -SCREENING SHRUBS DWARF BURFOt D 'HOLLY Ilex cornuta Nana (15 POINTS) RE V-__ '� �H e rnmPl � M C [ AUG 2 3 2013 7 t r� GU Imp.,, �.....,!..i `><n u is .. IUi K 1 DEVELOPMEENT SERV f OA It EXIS'n NG xf yi 4 -� MANHOLE BACK OF CURB % ` r; -••� GUTTER AE AERIAL ELECTRIC LINE ELECTRIC POLE' ~ i E - U/G ELECTRIC LINE TOE OF SLOPEa �`� �` 7.1 WATER M ,TER WATER VA L i/F ��_ TOP OF SLOPE: = I' CENTERLINE OF SWALE 13 FIRE HYDRANT WWA7FRUNE� G 14 �� c LIGHT POE—SS-- SANITARY SEWER LINE —r,- SIGN 278 CONTOUR UNE BOUNDARY LINE GUY AN - OR m LL � o UIC UNDER GROUND e ORBCT = OFFICIAL RECORDS OF BRAZOS COU TY, TEXAS vI `i o PROPOSED .0..�4 «,. ®.®... BOUNDARY LINE a V TYPICAL PLANTING WITH QUANTITY AND KEY (SEE PLANT LIST) (� p�� CF CON'TRUCTION FENCE (SEE DETAIL SHEET 'C-6) a W Q ce-a GENERAL LANDSCAPE NOTES A. LOCATE ALL UTILITIE ( AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGIN3. QU rCO B. NOTIFY LANDSCAPE 4RCHITECT OR DESIGNATED REPRESENTATIVE OF ANY o LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. .%16 C. ALLLANDSCAPE MATERIALS SHALL BE IN COMPLIANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK. (ANSI -Z60.1-1986) i D. ALL DISTURBED AR AS DESIGNATED ON THE GRADING PLAN SHALL BE N C -IJ SOWN AS FOLLOWS: >qN GRASS SEED IX: 40 PERENNIAL RYE L, 40% TURF TYPE FE5CUE/0.5 L9 PER 100 S.F. (� 20% BERMUDA GRASS �v AGRICULTURAL LIME: 2 LB PER 1000 S.F.- FERTILIZER: 1.0 10,10 2 LB PER 1000 S.F. _ MULCH: DRY STRAW OR HAY 2" -. 3" DEPTH E. ALL WAL-MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE REPLACE /RESTORED TO MATCH THE EXISTING TYPE' AND j QUALITY OF WORK AND MATERIALS, AND IS SUBJECT TO WAL-MART APPROVAL F. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR NCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL 0 IS NOT AVAILABLE N SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL . APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BECc -o o SODDED, FERTILIZED, 'MULCHED, WATERED AND MAINTAINED UNTIL HARDY w 53 o r, o 0 GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY RELOCATED TREES Z �r ^ w o SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE IS RE-ESTABLISHED. cm a tV a O TO NAL ACCEPTANCE >` N PRIOR Fl HALL ANY REASO I DISTUR D S ANY AREAS Q w ,.-,,, �' 0 tv OF THE PROJECT HALL BE CORRECTED BY THE CONTRACTOR AT NO Z �..0 0 ADDITIONAL COST TO THE OWNER. O G. THE MURPHY STATIO WILL NOT DROP WAL-MART'S GREEN SPACE BELOW c C Z Q CITY'S REQUIREMENTS. to H. CONTRACTOR IS TO VERIFY LOCATION OF WAL-MART IRRIGATION SYSTEM, Lm N p VALVE BOXES, CONTROL BOXES, BACKFLOW PREVENTION DEVICES AND OTHER ITEMS WHICH ARE PART OF THE SYSTEM. IF DAMAGED THEY MUST BE REPAIRED AT CO TRACTOR'S COST. 1. CONTRACTOR IS TO PROTECT EXISTING LANDSCAPING/IRRIGATION MATERIALS. J. ACCEPTANCE OF �RADING AND SEEDING SHALL BE BY LANDSCAPE ARCHITECT AND/OII�� OWNER. THE CONTRACTOR SHALL ASSUME MAINTENANCE RESPONSIBILITIES FOR A. MINIMUM OF ONE (1) YEAR OR UNTIL SECOND CUTMI NG, WHICHEVER IS LONGER. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, RESEEDING, AND OTHER OPERATIONS NECESSARY TO KEEP, ALL LAWN AREAS IN A THRIVING CONDITIONS. UPON FINAL ACCEPTANCE, OWNER SHALL ASSUME - ALL MAINTENANCE RESPONSIBILITIES. AFTER LAWN AREA HAVE GERMINATED, AREAS WHICH FAIL TO SHOW AlUNIFORM STAND OF GRASS FOR ANY REASON WHATSOEVER SHALL BE RE -SEEDED REPEATEDLY UNTIL ALL AREAS ARE COVERED WITH A SATISFACTORY STAND OF GRASS. MINIMUM+ ACCEPTANCE OF SEEDED LAWN AREAS MAY INCLUDE SCATTERED BARE SPOTS, NONE OF WHICH ARE LARGER THAN .1 SQUARE FOOT, AND. WHEN COMBINED DO NOT EXCEED 2% OF TOTAL SEEDED LAWN AREA. Q) K. ONE HUNDRED (100 PERCENT. COVERAGE OF GROUNDCOVER, DECORATIVE, PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN 3� PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, AND THE PARKING LOT SETBACK UNLESS OTHERWISE LANDSCAPED OR EXISTING PLANTS ARE PRESERVED. ONE HUNDRED (100) PERCENT COVERAGE OF GROUNDCOVER OR PERENNIAL GRAS IS ALSO REQUIRED IN ALL UNPAVED PORTIONS 0- STREET OR HIGHWAY RIGHT-OF�-WAY OR ON ADJACENT PROPERTY THAT I� HAS BEEN DISTURBED DURING CONSTRUCTION. C& O 0 LANDSCAPE NOTES Q � O 1D SODDEDAREA (COMMON BURMUDA) ❑ LANDSCAPE DETAILS d as O 50A TREE PLANTING (ITYP,) t� O 50B SHRUB PLANTING (TYP.) ��-�1 50F EVERGREEN PLANTING (TYP.) 0 JJ � an- S POINT VALUE TOTAL POINT VALUE (/ �. T. 300 4500FoL 10 90 , N 3 O.C. 10 360 3' O.C. 10 360 3` O.C. 1 15 TOTAL 5,325 �1 PLANT LIST KEY QTY COMMON NAME/ SIZE F BOTANICAL NAME QL 15 CEY LAQueruer OAKcuslaceyi CANOPY TREE 345" CAL 8'-10' IN 0 NS 9 NELLIE R STEVENS HOLLY Ilex x Nelliw R Stevens` SCREENING SHRUB 1.5" CAL 6'-8' IN 0 LJ 36 WUgustrumLIjapni a SCREENING SHRUB 5 GAL. 36" IN H IC 36 DWARF BURFO'D HOLLY Ilex cornuta Nana SCREENING SHRUB 5 GAL. 36" IN H IC 15 DWARF BURFOt D 'HOLLY Ilex cornuta Nana NON -SCREENING .SHRUB 5 GAL. 36" IN H � an- S POINT VALUE TOTAL POINT VALUE (/ �. T. 300 4500FoL 10 90 , N 3 O.C. 10 360 3' O.C. 10 360 3` O.C. 1 15 TOTAL 5,325 �1 ,�,`.1` � >�W1. I liFT ARIVEY MITCHELL PARKWAY 9 SOTUTH RIGHT''OF.WAY 22 19.11 9 S 25 7„ 1 „ . GENERAL NOTES -- 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). - 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. . ' (CLASS 200 PVC PIPE). ..- - ® • 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCH. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. 14 4 4 ` • C . "" 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID Approximate Irrigation Controller Location." TEFLON` �E° 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF 3 Electrical Conduit Owner's Representative Shall Pinpoint Exact - SPRINKLER HEADS. for Irrigation - Location at Site. irrlgatlon�On roc or Sfiail �i 4 .LA7, SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. U77L/TY SE&IENT Hardwire. VAC Power to Controller. 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS r PG: 143 (ORHC7) - - ` AS SHOWN ON DETAILS. -" 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND FURNISHED BY THE CONTRACTOR. 10. I NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A I I • o - - , 4 �., �- � t ,. ,; VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR `j- _ ., ' ' rr w�, - s, • , CONNECTIONS. 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR CLARIFICATION BEFORE PRECEEDING WITH THE WORK. - + �, 4 . ; • • ' •• i Est 12. ALL 24 VOLT. WIRE SHALL BE #12 OF/UL FOR COMMON WIRE, AND #14 OF/UL I ° °�.- I _._. I I � I I I I .., 4 a • . I � � �fr FOR CONTROL WIRES, DIRECT BURIAL, SOLID COPPER. 13. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO 591 MP' - - - - _ I o t¢r` BE WATERED. I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO D I I BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. a 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER ' �H EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER _ -_--•7 ff ,, - -- , 2 ;� PLANTING, i.e. VERIFY ROOT BALL SIZE FOR PLANTING. a{'t- vY c I� 15. CONTRACTOR SHALL PROVIUL kXPANSION COILS A I EACH WIKL -- ® •'� 1 orf ref CONNECTION IN VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES), I 24 5 r t 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE f f f LOW HEAD DRAINAGE MAY OCCUR. 5 17. ALL SPRINKLERS TO BE MOUNTED ON SWING JOINTS - REFER TO DETAILS. �' rr 18. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL t y VALVES. „ r � J lf! } Q ri 19. 24 VOLT WIRE SHALL 8E COLOR CODED; COMMON -WHITE, CONTROL -RED. L___ ------------------------------------ �__- ____ -� t t i re 20.. CONTRACTOR SHALL INSTALL MANUFACTURERSRECOMMENDED GROUNDING EQUIPMENT FOR POWER SUPPLY AND VALVE OUTPUT WITH (2) 518" COPPER CLAD GROUND RODS. fz 21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON t ri FAULT GROUND AND LIGHTNING PROTECTION. 22. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: FfP A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF t :y. I Q?ire 1 " Irrigation Water Meter. System SPRINKLER HEADS AND VALVE SUPPLIED. } • } rj B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. } ;;� Requires 25 GPM (ai 66 PSI. Irrigation C. TWO QUICK. COUPLER KEYS WITH MATCHING HOSE SWIVELS. Contractor shall Verify R quirements at 23. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING 1 tr ELECTRIC VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS. Site Before Starting Con UCtlon. ' _ AND WITHIN PROPERTY BOUNDARIES. CONTRACTOR SHALL REFERENCE THE Coordinate with Civil DraAAfts and at LANDSCAPE PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID site to determine actual meter location. CONTACT WITH PLANT MATERIALS EXISTING OR NEW. 24. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED FOR a t 4" IR Sleeve i 1 PROPER COVERAGE. 25. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS. - ALSO INSTALL SPRINKLERS 4 FROM CURB OR WALKS. 26. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND m BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID °�"° , fI SUBMITTALS CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM - 5 C 4" IR Sleeve 2 �EnF w�j_ - ti �� i� PLANS AND SPECIFICATIONS. xzOw,� 7 "W ~ - �� _. } _ ' �� 27. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE �--- - - - S4 4 �� ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF =now�,. 'C 4 THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2004 FORMAT BEFORE FINAL �.t ACCEPTANCE. --..•_ --__- nom' 3��-�- �� i 28. A 1 -YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY. 24 29. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, INSTALLATION 414.45 - - - - - PARAMETERS AND OPERATIONS CONFORM TO ALL APPLICABLE CODES AND 1 23 t - M-, - ORDINANCES. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY 1 » 3 1 CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES. q (• v ? ,, _ '� ~- U'rlZ-I-Y F S.;rL(EA1T IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR �- V01• .9 '76, FG p SC�� SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND. �, .-- � �\V �� REDESIGN COSTS FOR NON-COMPLIANCE. 30. THE IRRIGATION CONTRACTOR IS REQUIRED BY LAW TO NOTIFY TEXAS ONE CALL 1 j (800-245-4545) 72 HOURS PRIOR TO ANY EXCAVATION. IRRIGATION CONTRACTOR �� If SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND Pressure Loss Calculations Zone #10 UTILITIES, PIPES AND STRUCTURES. IRRIGATION CONTRACTOR SHALL TAKE SOLE 1" Irr Water Meter (24.35 GPM) 3.70 1-1/2" RPA Backflow Preventer (24.35 GPM) 6.00 1-1/2" Mainline (740 ft @ 24.35 gpm) 8,07 1-1/2" Remote Control Valve (24.35 GPM) 3.60 1-1/4" Lateral (10 ft@ 24.35 gpm) . 0.21 1-114" Lateral (8 ft@ 16.8 gpm) 0.10 1" Lateral (11 ft @ 15.8 gpm) 0.34 1" Lateral (11 ft @ 14.8 gpm) 0.34 1" Lateral (10 ft @ 14 gpm) 0.24 1" Lateral (10 ft @ 13.2 gpm) 0.24 1"Lateral (10 ft @ 12.4 gpm) 0.24 1" Lateral (10 ft @ 11.6 gpm) 0.18 1" Lateral (10 ft @ 10.8 gpm) 0.18 314" Lateral (10 ft a@ 10 gpm) 0.43 3/4" Lateral (10 ft @ 9.2 gpm j 0.47 314" Lateral (10 ft @ 8.4 gpm) 0.35 314" Lateral (10 ft @ 7.6 gpm) 0.28 314" Lateral (10 ft @ 6.8 gpm) 0.22 314" Lateral (10 ft @ 6 gpm) 0.17 3/4" Latera! (10 ft a@ 5.2 gpm) 0.17 314" Lateral (10 ft @ 4.4 gpm) 0.12 314" Lateral (10 ft @ 3.6 gpm) 0.08 3/4" Lateral (12 ft @ 2.8 gpm) 0.06 314" Lateral (13 ft @ 1.8 gpm) 0.03 314" Lateral (12 ft @ .8 gpm) 0.01 Subtotal 24.70 10% Fittings 2.47 Total PSI Loss 27.17 Min. Pressure required at Head 30.00 Min. Static Pressue 57.17 SPECIAL NOTES: IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO ADHERE TO ALL LOCAL CODES/ORDINANCES AND TO COMPLY WITH STATE OF TEXAS TCEQ REQUIREMENTS FOR IRRIGATION SYSTEM INSTALLATION. ALL QUICK COUPLER VALVES SHALL BE INSTALLED IN PURPLE VALVE BOX -AND MUST BE CLEARLY LABELED: "NON -POTABLE, NOT SAFE FOR DRINKING". IRRIGATION IN TEXAS IS REGULATED BY TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ), P.O. BOX 13807, AUSTIN, TEXAS 78711-3087. WWW.TCEQ.STATE.TX.US IRRIGATION SYSTEM WAS DESIGNED SO THAT THERE IS COMPLETE SEPARATION OF TURF FROM SHRUB/GROUNDCOVER AREAS WHICH WILL ALLOW FOR MORE INDEPENDENT ZONE SCHEDULING (GIVING PLANTS ONLY THE WATER THEY NEED). TREES HAVE BEEN PROVIDED WITH SUPPLEMENTAL BUBBLERS SO THAT THOSE AREAS CAN SPECIFICALLY BE GIVEN ADDITIONAL WATER WHEN NEEDED (I.E. WILL NOT BE A WHOLE SHRUB ZONE HAVING TO BE WATERED LONGER). SYSTEM INCLUDES A RAIN SENSOR SO THAT WATER WILL BE BYPASSED WHEN PRECIPITATION IS MEETING THE NEEDS OF THE PLANTS. 0 20' 30' 40' S Sym O CP•L� SCALE IN FEET LEGEND EXISTING foo 00000 {�` MANHOLE --- -- ----- - BACK OF CURB/ •' °0 9° '" GUTTER o00000000000000000000� DDUGL4S H. G00DWIN AERIAL ELECTRIC LINE o °°°°°°°°°"0000' °° o °°g ELECTRIC �POL E _ := U G £LEGTR/C UNE Bye®��°o0 183Q / Fly°00000°°° P= WA TER METER TOE OF SLOPE WA TER V L VE TOP OF SLOPE 73Am L ------ ------ -- - CENTERLINE OF SINAL£ _5+/2 FIRE HYD ANT W _ ___. WA TERI INE LIGHT POE -SS--- SANITARY SEWER LINE ~ - SIGN 278 CONTOUR LINE -- --- -- BOUNDARY LINE GUY ANC iOR in o (� UIrG = UNVER GROUND ORBCT = OFFICIAL RECO DS OF U_ BRAZOS COU TY, TEXASKX o p� PROPOSED I �, 0 - BOUNDARY -BOUN ARY LINE - - _ - - STORIV DRAIN <z CF' CONSTRUCTION FENCE (SEE DETAIL SHEET C-fi) U -1W TYPICAL ALVE INDICATOR ®' r28.5 GALLONS PER MIN. ¢ 1 0 0V 10 STATION UMBER o' ` "z V VALVE IZE �I �9 1_4 IRRIGATION LEGEND Uj 1" WATER METER AND 1-1 /2" B/CKLFOW PREVENTER. REFER TO UTILITY PLANS FOR MORE SPECIFICS ON METERIBACKFLOW (TO BE SPECIFIED ON UTILITY PLANS ® AND INSTALLED BY UTILITY CO TRACTOR). SYSTEM REQUIRES 25 GPM @ 65 -PSI. IRRIGATION CONTRACTOR SH LL BE RESPONSIBLE TO VERIFY THE SYSTEM REQUIREMENTS AT SITE BEFO E STARTING CONSTRUCTION. MANUAL DRAIN VALVE. SCH 8C PVC BALL VALVE. DETAIL -E. ® WINTERIZATION/BLOWOUT ASSEMBLY. DETAIL -B. g � O ' RAIN BIRD ESP-16-LXME CON I OLLER: 16 STATION MODULAR, COMPUTER BMW �-D�, P © CONTROLLER, FOUR PROGRAMS, WALL MOUNTED. DETAIL -J IRRIGATION to o � Q CONTRACTOR SHALL ALSO INSTALL A WIRELESS MINII CLIK 11 RAIN SENSORw o M Q o AND A FREEZE-CLIK DEVICE. FM co ,� , ,`x.7 0 RAIN BIRD 150-PEB-PRS PLAST C ELECTRIC REMOTE CONTROL VALVE, 11/2 SIZE, r 0 `l 47 MOUNTED WITH SCH 80 PVC BALL VALVE, WITH PRESSURE REGULATION. DETAIL A. z a 0� RAIN BIRD 100-PEB-PRS PLASTIC ELECTRIC REMOTE CONTROL VALVE, 1" SIZE, c- MOUNTED WITH SCH 80 PVC BALL VALVE WITH PRESSURE REGULATION, DETAIL -A. q C7 RAIN BIRD 1806 -SAM -PRS, 6" P(P-UP LAWN SPRAY SPRINKLER, 12' RADIUS, FULL -2.6 GPM, HALF -1.3 GPM, QUARTER .65 GPM, 30 PSI. DETAIL -C. RAIN BIRD 1806 -SAM -PRS, 6" PP-UP LAWN SPRAY SPRINKLER, 15' RADIUS, FULL -3.8 GPM, HALF -1.8 GPM, QUARTER .95 GPM, 30 PSI. DETAIL -C. i RAIN BIRD 1806 -SAM -PRS, 6" LAWN POP-UP SIDE STRIP SPRAY SPRINKLER, TX 18' RADIUS,1.75 GPM, 30 PSI, DETAIL -C. i O RAIN BIRD 1806 -SAM -PRS, 6" U WN SIDE STRIP SPRAY SPRINKLER, 4'X 30' RADIUS, 1.3 GPM, 30 PSI. DETA L -C. RAIN BIRD 1806 -SAM -PRS, 6" L kWN END STRIP SPRAY SPRINKLER, 4' X 15' IC) ' RADIUS, .65 GPM, 30 PSI. DETA L -C. 0 RAIN BIRD 1806 -SAM -PRS WIT 1404 BUBBLER NOZZLE AND PA -80 ADAPTER. 6" POP-UP TREE BUBBLER, IS GPM, DETAIL -C. U RAIN BIRD 1812 -SAM -PRS, 12" .14� 1 -POP POP-UP SPRAY SPRINKLER, 12'' RADIUS, FULL -2.6 ((� ® GPM, HALF -1.3 GPM, QUARTER L.65 GPM, 30 PSI. DETAIL -F. 6" HI.POR POP-UP SPRAY SPRINKLER, 15` RADIUS, FULL -3.8 n �' RAIN BIRD 1812 -SAM -PRS, �( GPM, HALF -1.9 GPM, QUARTE -.95 GPM, 30 PSL DETAIL -F. J RAIN BIRD 1812 -SAM -PRS, 12" HI -POP POP-UP SPRAY SPRINKLER, 10' RADIUS, FULL -1.6 1 rx A 8 A GPM, HALF -.8 GPM, QUARTER .4 GPM, 30 PSI. DETAIL -F. v RAIN BIRD 1812 -SAM -PRS, 12"1 -POP POP-UP SPRAY SPRINKLER, 8 RADIUS, FULL -1.1 ra 0 GPM, HALF -.55 GPM, QUARTEF 4.28 GPM, 30 PSI. DETAIL -F. O RAIN BIRD 1812 -SAM -PRS, 12" 1 -POP SHRUB SIDE STRIP SPRAY SPRINKLER, 4' N 66 Q X 30' RADIUS, 1.5 GPM, 30 PSI. DETAIL -F. Ire (,��E RAIN BIRD 1812 -SAM -PRS, 12"AI-POP SHRUB END STRIP SPRAY SPRINKLER, 4' X A X 15' RADIUS, 1.0 GPM, 30 PSI. DETAIL -F. 0 HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD 1806- tuu� O O GG SAM SPRINKLER IN LAWN, 30'110,01US, FULL -4.0 GPM, HALF 2.0 GPM, QUARTERno - 1.0 GPM, 40 PSI, DETAIL -C. ° HUNTER INDUSTRIES MP ROTA OR SERIES 2000, MOUNTED ON RAIN BIRD 1806- "o SAM SPRINKLER IN LAWN, 20' DIUS, FULL -2.0 GPM, HALF -1.0 GPM, QUARTER- �.,,�--„� .0.5 GPM, 40 PSI, DETAIL -C. RAIN BIRD #5NP QUICK COUP INC VALVE 1"SIZE. CONTRACTOR TO SUPPLY TWO QCV KEYS AND MATCHING HOSE SNIVELS. DETAIL -D. >= Z ® MAINLINE PIPE: 1-112" SIZE IF 140T NOTED. CLASS 200 PVC. no, IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL -H. Q LATERAL LINE PIPE: CLASS 200 PVC SIZE NOTED. Z5 i1 1 - - - 3" ELECTRICAL CONDUIT SLEEVE. UTILITIES, PIPES AND STRUCTURES. IRRIGATION CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES WHETHER OR NOT TEXAS ONE CALL IS NOTIFIED. 31. IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO COORDINATE PIPING WITH THE LANDSCAPE SUBCONTRACTOR TO AVOID CONFLICT WITH PLANTING BEDS. IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION SUBCONTRACTOR TO MOVE PIPING TO ALLOW PROPER PLACEMENT OF PLANT MATERIAL. THE IRRIGATION NOTES: CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER. 1. ALL SPRINKLERS WILL BE MOUNTED ON SWING PIPE WITH A SCHED. 80 32. ALL IRRIGATION WORK SHALL BE INSTALLED UNDER THE SUPERVISION. OF A NIPPLE SIZE OF SPRINKLER INLET. LICENSED (IN THE STATE OF TEXAS) IRRIGATION CONTRACTOR. 2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE 33. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM STATIC PRESSURE ON SITE WHERE LOW HEAD DRAINAGE MAY OCCUR. PRIOR TO STARTING WORK. 3. ALL WIRE WILL BE COLOR CODED DIRECT BURIAL UL/UF WIRE:.COMMON 34, IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO SECURE ALL REQUIRED (WHITE) #12-1, CONTROL (RED) #14-1. PERMITS AND PAY ALL ASSOCIATED FEES UNLESS OTHERWISE NOTED. ALL LOCAL 4. ALL PIPING AND WIRING UNDER HARDTOPS WILL BE IN CLASS 200 PVC CODES SHALL PREVAIL OVER ANY DISCREPANCIES CONTAINED IN THESE PIPE SLEEVE. DOCUMENTS. 5. IRRIGATION INSTALLATION CONTRACTOR SHALL INSTALL (2) SPARE CONTROL 35. ELECTRIC POWER SHALL BE PROVIDED TO CONTROLLER LOCATION BY GENERAL WIRES, COLOR -CODED YELLOW FROM CONTROLLER TO EACH END OF CONTRACTOR: IRRIGATION CONTRACTOR SHALL PROVIDE FINAL HARD -WIRE TO MAINLINE. CONTROLLERS. 36. SPRINKLER HEAD SPACING SHALL NOT EXCEED 50% OF SPRAY DIAMETER BASED ON MANUFACTURERS OPERATING SPECIFICATIONS. 37. PRESSURE AT ANY POINT WITHIN A ZONE SHALL NOT VARY BY MORE THAN 10% FROM THE DESIGN SPRINKLER OPERATING PRESSURE. SEE SPECIFICATIONS FOR TESTING, 0 20' 30' 40' S Sym O CP•L� SCALE IN FEET LEGEND EXISTING foo 00000 {�` MANHOLE --- -- ----- - BACK OF CURB/ •' °0 9° '" GUTTER o00000000000000000000� DDUGL4S H. G00DWIN AERIAL ELECTRIC LINE o °°°°°°°°°"0000' °° o °°g ELECTRIC �POL E _ := U G £LEGTR/C UNE Bye®��°o0 183Q / Fly°00000°°° P= WA TER METER TOE OF SLOPE WA TER V L VE TOP OF SLOPE 73Am L ------ ------ -- - CENTERLINE OF SINAL£ _5+/2 FIRE HYD ANT W _ ___. WA TERI INE LIGHT POE -SS--- SANITARY SEWER LINE ~ - SIGN 278 CONTOUR LINE -- --- -- BOUNDARY LINE GUY ANC iOR in o (� UIrG = UNVER GROUND ORBCT = OFFICIAL RECO DS OF U_ BRAZOS COU TY, TEXASKX o p� PROPOSED I �, 0 - BOUNDARY -BOUN ARY LINE - - _ - - STORIV DRAIN <z CF' CONSTRUCTION FENCE (SEE DETAIL SHEET C-fi) U -1W TYPICAL ALVE INDICATOR ®' r28.5 GALLONS PER MIN. ¢ 1 0 0V 10 STATION UMBER o' ` "z V VALVE IZE �I �9 1_4 IRRIGATION LEGEND Uj 1" WATER METER AND 1-1 /2" B/CKLFOW PREVENTER. REFER TO UTILITY PLANS FOR MORE SPECIFICS ON METERIBACKFLOW (TO BE SPECIFIED ON UTILITY PLANS ® AND INSTALLED BY UTILITY CO TRACTOR). SYSTEM REQUIRES 25 GPM @ 65 -PSI. IRRIGATION CONTRACTOR SH LL BE RESPONSIBLE TO VERIFY THE SYSTEM REQUIREMENTS AT SITE BEFO E STARTING CONSTRUCTION. MANUAL DRAIN VALVE. SCH 8C PVC BALL VALVE. DETAIL -E. ® WINTERIZATION/BLOWOUT ASSEMBLY. DETAIL -B. g � O ' RAIN BIRD ESP-16-LXME CON I OLLER: 16 STATION MODULAR, COMPUTER BMW �-D�, P © CONTROLLER, FOUR PROGRAMS, WALL MOUNTED. DETAIL -J IRRIGATION to o � Q CONTRACTOR SHALL ALSO INSTALL A WIRELESS MINII CLIK 11 RAIN SENSORw o M Q o AND A FREEZE-CLIK DEVICE. FM co ,� , ,`x.7 0 RAIN BIRD 150-PEB-PRS PLAST C ELECTRIC REMOTE CONTROL VALVE, 11/2 SIZE, r 0 `l 47 MOUNTED WITH SCH 80 PVC BALL VALVE, WITH PRESSURE REGULATION. DETAIL A. z a 0� RAIN BIRD 100-PEB-PRS PLASTIC ELECTRIC REMOTE CONTROL VALVE, 1" SIZE, c- MOUNTED WITH SCH 80 PVC BALL VALVE WITH PRESSURE REGULATION, DETAIL -A. q C7 RAIN BIRD 1806 -SAM -PRS, 6" P(P-UP LAWN SPRAY SPRINKLER, 12' RADIUS, FULL -2.6 GPM, HALF -1.3 GPM, QUARTER .65 GPM, 30 PSI. DETAIL -C. RAIN BIRD 1806 -SAM -PRS, 6" PP-UP LAWN SPRAY SPRINKLER, 15' RADIUS, FULL -3.8 GPM, HALF -1.8 GPM, QUARTER .95 GPM, 30 PSI. DETAIL -C. i RAIN BIRD 1806 -SAM -PRS, 6" LAWN POP-UP SIDE STRIP SPRAY SPRINKLER, TX 18' RADIUS,1.75 GPM, 30 PSI, DETAIL -C. i O RAIN BIRD 1806 -SAM -PRS, 6" U WN SIDE STRIP SPRAY SPRINKLER, 4'X 30' RADIUS, 1.3 GPM, 30 PSI. DETA L -C. RAIN BIRD 1806 -SAM -PRS, 6" L kWN END STRIP SPRAY SPRINKLER, 4' X 15' IC) ' RADIUS, .65 GPM, 30 PSI. DETA L -C. 0 RAIN BIRD 1806 -SAM -PRS WIT 1404 BUBBLER NOZZLE AND PA -80 ADAPTER. 6" POP-UP TREE BUBBLER, IS GPM, DETAIL -C. U RAIN BIRD 1812 -SAM -PRS, 12" .14� 1 -POP POP-UP SPRAY SPRINKLER, 12'' RADIUS, FULL -2.6 ((� ® GPM, HALF -1.3 GPM, QUARTER L.65 GPM, 30 PSI. DETAIL -F. 6" HI.POR POP-UP SPRAY SPRINKLER, 15` RADIUS, FULL -3.8 n �' RAIN BIRD 1812 -SAM -PRS, �( GPM, HALF -1.9 GPM, QUARTE -.95 GPM, 30 PSL DETAIL -F. J RAIN BIRD 1812 -SAM -PRS, 12" HI -POP POP-UP SPRAY SPRINKLER, 10' RADIUS, FULL -1.6 1 rx A 8 A GPM, HALF -.8 GPM, QUARTER .4 GPM, 30 PSI. DETAIL -F. v RAIN BIRD 1812 -SAM -PRS, 12"1 -POP POP-UP SPRAY SPRINKLER, 8 RADIUS, FULL -1.1 ra 0 GPM, HALF -.55 GPM, QUARTEF 4.28 GPM, 30 PSI. DETAIL -F. O RAIN BIRD 1812 -SAM -PRS, 12" 1 -POP SHRUB SIDE STRIP SPRAY SPRINKLER, 4' N 66 Q X 30' RADIUS, 1.5 GPM, 30 PSI. DETAIL -F. Ire (,��E RAIN BIRD 1812 -SAM -PRS, 12"AI-POP SHRUB END STRIP SPRAY SPRINKLER, 4' X A X 15' RADIUS, 1.0 GPM, 30 PSI. DETAIL -F. 0 HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD 1806- tuu� O O GG SAM SPRINKLER IN LAWN, 30'110,01US, FULL -4.0 GPM, HALF 2.0 GPM, QUARTERno - 1.0 GPM, 40 PSI, DETAIL -C. ° HUNTER INDUSTRIES MP ROTA OR SERIES 2000, MOUNTED ON RAIN BIRD 1806- "o SAM SPRINKLER IN LAWN, 20' DIUS, FULL -2.0 GPM, HALF -1.0 GPM, QUARTER- �.,,�--„� .0.5 GPM, 40 PSI, DETAIL -C. RAIN BIRD #5NP QUICK COUP INC VALVE 1"SIZE. CONTRACTOR TO SUPPLY TWO QCV KEYS AND MATCHING HOSE SNIVELS. DETAIL -D. >= Z ® MAINLINE PIPE: 1-112" SIZE IF 140T NOTED. CLASS 200 PVC. no, IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL -H. Q LATERAL LINE PIPE: CLASS 200 PVC SIZE NOTED. Z5 i1 1 - - - 3" ELECTRICAL CONDUIT SLEEVE. CONTRACTOR TO INSTALL CHRISTIE MFG. PLASTIC VALVE 1D TAG FINISH CARSON SUPER JUMBO VALVE\�\ \\/ RAIN BIRD PEB �\ GRADE BOX REC. WITH COVER � \% ELECTRIC REMOTE `i\\ CONTROL VALVE SCH 80 PVC SCH. 80 NIPPLE BALL VALVE' T.O.E. SCH. 80 NIPPLE T.O.E. SCH. 80 UN16N f '�/ SCH. 80 ELL CLASS 200 �\ ` LATERAL LINE \�\ �— SCH. 80 PVC CORRUGATED 10" PIPE MAINLINE 112%3t4" CRUSHED STONE CONTROL VALVE NTS MAIN 1"F — — .. — � �......... . • . w . ♦ . tom• 9 SOX 3H GRADE QUICK COUPLING VALVE i, GALVANIZED NIPPLE — SCH. 80 ELL —� SCH. 80 NIPPLE T.O.E. — SYSTEM ' MAINLINE SCH. 80 UNION - CORRUGATED 12" PIPE 42" CARSON VALVE BOX s ORA "--FINISH GRADE -- BRASS GATE VALVE SCH. 80 NIPPLE T.O.E.- . TO WATER SOURCE SCH. 80 UNION - 112"-W4" CRUSHED STONE . mo EMBIL — NTS NTS '11111 1 Ali 2 CUBIC FEET -- - - - MANUAL DR__AlN VALVF NTS HI -POP SPRAY. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING. MAIN SUPPLY, LATERAL MAIN LATERAL. LOW -VOLTAGE 120 VOLT AND LOW -VOLTAGE WIRING SUPPLY LINE WIRING WIRING 6-8" --�--- ---- -�- , -T 12" �12" ` 12" r 12.. > Ti 12" �/ �• 12" TUBING OR18" ' 18" TRACKING WIRING � ® LATERAL ° WIRE #14-1 --- --- (YELLOW) �. MAIN LINE 2" 2" 2„ ALL 120 VOLT WIRING TO BE INSTALLED .Y W W W W W • W .4 W ,�• IN ACCORDANCE WITH W LOCAL CODE. J. W W W W W Y y y W W y 20' W W y w W y s W W W TIE A LOOSE 20" LOOP IN " ALL MAIN SUPPLY LINES W W y WIRING AT ALL CHANGES OF W TO BE INSTALLED IN DIRECTION GREATER THAN 3e TAPE AND BUNDLE ACCORDANCE WITH UNTIE ALL LOOPS AFTER ALL TUBING OR WIRING MANUFACTURER'S INSTAL- CONNECTIONS HAVE BEEN AT 20' INTERVALS. LATION SPECIFICATIONS. COMPLETED. NTS ' TrR%ENCH_lNG,,_ , - 4" PVC Pipe 1/4" HEAVY DUTY PLASTIC RESTRAINT STRAP. `— MAINLINE D),, QUI NTS i I I � I CARSON RECTANGULAR VALVE BOX TO BE PURPLE IN COLOR \\\mac \� FINISH GRADE 112" REBAR STAKE RAIN BIRD QUICK COUPLING VALVEq �P000000000�y+4 (AS SPECIFIED IN LEGEND) �o ° 0 �t 1 s►j 0 0 0® �00000000000000000000�! GALVANIZED NIPPLE +� DOUGLAS H. GOODWIN �00000000000000000000�i (3" LENGTH) �I rob 1830 ood0r 112"-314" CRUSHED STONE (1) SCH. 80 ELL (9(°) 1 " O �' (1)SCH. 80NIPPLE (3 LENGTH) /22/2013 ' - (1) SCH. 80 ELL (90°) ft�t OF (1) SCH. 80 NIPPLE (3" LENGTH) LING- VALVE a a ��I �a -Q <c� �0 � HiQ NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INS LLED. ¢ q"i�K sz,. tu�r1 r rz tu o N S 12" MiN. � 24" MIN. :12" MIN. CLASS 200 PVC SLEI VE %�//�r�/ /�:J�//•��/ /��/ ��/ ��/��/� / � / /�� ter• BEDDING AND COMPACTION AS PER ENGINEER'S SPECIFICATIONS a P won, mol zzN^wm. rA SLEVlNu� o. z Uo aw w NTSco CD C A I ' I j NOTE: 1. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE, 2. SEE CONTROLLER MANUAL FOR RAIN BIRD MOUNTING INSTRUCTIONS. CONTROLLER O 3. INSTALL ALL MANUFACTURER'S RECOMMENDED LIGHTNING PROTECTION AND GROUND ROD GRID. PARAPET COPING 0 • 8" CHANNEL ELECTRICAL CONNECTION BOX WITH TERMINAL BLOCK TO INTERFACE NOTE TO IRRIGATION CONTRACTOR: ° FIELD WIRING AND CONTROLLER 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO WIRELESS RAIN AND o LIGHTNING PROTECTION DEVICE AND WHERE IRRIGATION HEADS CANNOT FREEZE SENSOR SPRAY INTO SENSOR AREA. Rnm:5RBIRn 2. INSTALL IN ACCORDANCE WITH MANUFACTURERw 'S ANTENNA SPECIFICATIONS. Or (x WALL I>� � HiQ CONTROLWIRELESS SENSOR (<1 CONDUIT WIRES SIGNAL RECEIVER no COMMON X Q 120 VOLT WIRE UL DIRECT CONTROLLER JI POWER ANDBURIAL WIRES GROUND WIRES - (TO REMOTE u CONTROL VALVES) CONDUIT 100/_r�, (�'�j ' FINISH REMOTE L`✓.J V� FLOOR GRADE COMMON WIRE TO VALVES CONTROL VALVE I' CONTROL WIRE TO VALVESRAIN SENSOR >= I— NTS r =. CONTROLLER NTS i I CONCRETE SPECIFICATIONS CONCRETE (CONTINUED)' DRAWINGS FD -11 AND FD -2. 3, NOT MORE THAN FIVE PERCENT IS TO PASS A NO, 4 SIEVE, 8. A. CEMENT L HOT WEATHER REQUIREMENTS PROVIDE A PERFECTLY PLUMB FREEBOARD. 1. PROVIDE AN APPROVED STANDARD BRAND PORTLAND CEMENT CONFORMING TO ASTM 1. FOLLOWING THE REQUIREMENTS OF ACI 305k. 1. USE CLEAN WATER FREE OF INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALI, SILTS, C 150. 2. DURING HOT WEATHER, TAKE STEPS TO REDUCE CONCRETE TEMPERATURE AND WATER FORMS SHALL BE REMOVED NO -SOONER THAN 24 HOURS FROM THE TIME OF THE CONCRETE OR STEEL. 2. PROVIDE TYPE I NORMAL STRENGTH OR TYPE III HIGH.- EARLY STRENGTH. . POUR. EVAPORATION BY PROPER ATTENTION 10 INGREDIENTS; -:.PPODUCTION• METHODS, 11. PROPERLY BRACE OR TIE FORMS TOGETHER TO MAINTAIN SHAPE AND POSITION. G. ALL CONCRETE SHALL BE PLACED ON VAPOR BARRIER OF 4 MIL OR GREATER POLYETHYLENE 12. HANDLING, PLACING, PROTECTION, AND CURING. TO ASSURE COMPLETE -HYDRATION OCCURS. 13. B. AIR ENTRAINED CEMENT 3. THE PREFERRED PROTECTION IS A COVERINO OF KRAFT PAPER, CONFORMING TO ASTM WET DOWN FORMWORK PRIOR TO PLACEMENT, OR APPLY A FORM RELEASE AGENT H. CONCRETE MIX DESIGN 1. PROVIDE AN APPROVED STANDARD BRAND TYPE I -A PORTLAND. CEMENT CONFORMING FOLLOWING MANUFACTURER'S RECOMMENDATIONS. C 171, FOR A TWENTY FOUR HOUR PERIOD AFTER PLACEMENT. 15. DO NOT REMOVE FORMWORK AND. BRACING UNTIL CONCRETE HAS GAINED SUFFICIENT TO ASTM C 494, CAN STRENGTH TO CARRY ITS OWN WEIGHT, CONSTRUCTION LOADS, AND. DESIGN LOADS BATCH CERTIFICATIONS TO OWNER'S FIELD REPRESENTATIVE.. AREA WHICH ARE LIABLE TO BE IMPOSED ON .IT. M. CONCRETE FORMWORK REMOVE FORMS IN A MANNER TO ASSURE THE COMPLETE SAFETY OF THE STRUCTURE. DAYS WITH A MINIMUM OF. SIX BAGS (564 LBS.), OF CEMENT IN EACH CUBIC YARD C. ALL CONCRETE FLAT WORK SHALL HAVE A MINIMUM OF 4" COMPACTED GRANULAR BEDDING.- 1. PROVIDE DRESSED LUMBER OR MANUFACTURED FORMS CONFORMING TO THE SHAPE, TO VIEW BY G.C+ MUDDY. CONCRETE SHALL BE CERTIFIED AS HIGH -EARLY STRENGTH, 4000 P.S.I. 28 -DAY ELEVATION LINES, AND DIMENSIONS OF CONCRETE STRUCTURES INDICATED ON THE DRAWINGS: COMPRESSIVE STRENGTH READY -MIXED CONCRETE. N. STEEL D. FINE AGGREGATES 3. DO NOT EXCEED THE MAXIMUM WATER CEMENT RATIO OF 0.44 (FIVE GALLONS/BAG FREE FROM DEFECTS AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR. PROVIDE REINFORCING BARS CONFORMING TO ASTM A 615, GRADE 60 FREE OF LOOSE OF CEMENT). 1. PROVIDE FINE AGGREGATES CONFORMING TO ASTM C 33 CONSISTING OF NATURAL 2. ALL WOODEN FORMS TO BE NO LESS THAN THE SPECIFIED DEPTH OF THE SLAB TO 2. BONDING CAPACITY. PLACE REINFORCEMENT ACCURATELY AND ADEQUATELY SUPPORTED BY CONCRETE SAND HAVING CLEAN, HARD, STRONG, - DURABLE, UNCOATED. GRAINS, FREE OF - BE POURED, AND NOT LESS THAN NOMINAL 2' X 4' SIZE. a. IF CONCRETE DEVELOPS CONSISTENCY OF DIFFICULT WORKABILITY, THEN A SUPER 3. INJURIOUS AMOUNTS OF DUST, LUMPS, SOFT OR FLAKY PARTICLES, SHALE, ALKALI, 3. STAKING FOR STRAIGHT SECTIONS SHALL OCCUR NOT LESS FREQUENTLY THAN EVERY . "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). b. DO NOT ADD WATER TO INCREASE SLUMP. 5. CALCIUM CHLORIDE SHALL NOT BE USED. ORGANIC MATTER, OR OTHER DELETERIOUS SUBSTANCES, HOLD BARS IN PLACE. USING A. MINIMUM 18 GAUGE ANNEALED IRON WIRE. FOUR FEET AND SHALL BE BOTH INSIDE AND OUTSIDE OF THE FORM. 5. SPLICES IN DEFORMED REINFORCING BARS WILL NOT BE PERMITTED UNLESS APPROVED 2. PROVIDE FINE AGGREGATES WITH A MINIMUM OF NINE PERCENT PASSING THROUGH A 4. FOR CURVES, STAKING SHALL OCCUR NOT ,ESS THAN EVERY FOOT, AND SHALL BE 1. PROVIDE AIR ENTRAINED CONCRETE FOR ALL CONCRETE TO BE FINISHED INCLUDING 0. ALTERNATE WELDED WIRE FABRIC REINFORCEMENT NO. 100 SIEVE. 1. BOTH INSIDE AND OUTSIDE OF THE FORM. 1. AIR ENTRAINED IS TO BE A MINIMUM OF FIVE PERCENT AND MAXIMUM OF SEVEN 3. IN ADDITION NOT MORE THAN 45 PERCENT IS TO BE RETAINED BETWEEN ANY TWO 5. STEEL FORMS SHALL BE STAKED' ACCORDING TO THEIR DESIGN REQUIREMENTS. INDICATED. INSTALL WELDED WIRE FABRIC IN LENGTHS AS LONG AS PRACTICAL. EXPANSION JOINT - CONSECUTIVE SIEVES. 6. ALL REMOVABLE FORMS SHALL. BE COATED WITH FORM - RELEASE OIL PRIOR TO - ASPHALTIC. 1. MIX AND PLACE CONCRETE FOLLOWING ACI 318 CODE REQUIREMENTS FOR PLACEMENT OF CONCRETE. REINFORCED CONCRETE". EXPANSION JOINT - E, COARSE AGGREGATES 7. CYLINDRICAL FORMS SHALL BE OF NEW SONOTUBE OR EQUIVALENT DISPOSABLE UNTIL THE PARTICULAR SECTION OR PANEL HAS BEEN COMPLETED. 1. 1. PROVIDE COARSE AGGREGATES CONFORMING TO ASTM 0 33 CONSISTING OF CRUSHED 3. PROVIDE CONSTRUCTION JOINTS AS INDICATED. MATERIALS. CONSTRUCT CORNERS WITH A ONE INCH CHAMFER. 4. DEPOSIT CONCRETE INTO THE FINAL POSITION AT THE SPECIFIED SLUMPS WITHOUT STONE OR.WASHED GRAVEL HAVING A CLEAN, HARD, STRONG; DURABLE, UNCOATED, INCREASE THE DEPTH OF FOUNDATIONS, IF REQUIRED BY FROST LINE CONDITIONS' OR •THESE MATERIALS MUST BE REMOVED COMPLETELY AFTER USE. ISLAND FORMS CONCRETE CURB PARTICLE FREE FROM INJURIOUS AMOUNTS OF SOFT OR FLAKY PIECES, ALKALI, 4. SHALL BE POSITIONED -USING MASONRY' BLOCKING AND STEEL -STAKES BOTH THE SPACES BETWEEN THE REINFORCING BARS. ORGANIC MATTER, OR OTHER DELETERIOUS SUBSTANCES. b. DO NOT DEPOSIT FRESH CONCRETE ON CONCRETE THAT HAS HARDENED SUFFICIENTLY INSIDE AND OUTSIDE OF - THE FORM, To ACHIEVE AN AVERAGE AS PER REVEAL CONSTRUCT TOP ELEVATION OF FOUNDATIONS TO WITHIN +11/4 INCH OF THE VAC HOSE HANGER 2. PROVIDE COARSE AGGREGATE WITH A MAXIMUM OF 1-1/2 INCHES, WITH A MINIMUM ELEVATION INDICATED ON THE DRAWINGS. 6. INSTALL -ANCHOR BOLTS WITH A - HEIGHT AS MEASURED AT THE CENTER OF ANY LONG SIDE OF THE ISLAND, SEE BRACKET ---- OF 95 PERCENT PASSING A 1-1/2 INCH SIEVE. 4, DRAWINGS FD -11 AND FD -2. 3, NOT MORE THAN FIVE PERCENT IS TO PASS A NO, 4 SIEVE, 8. THE SIDES OF THE ISLAND FORM SHALL BE SHIMMED AGAINST THE STAKES TO PROVIDE A PERFECTLY PLUMB FREEBOARD. F, WATER 9. ALL EDGES CREATED BY REMOVABLE FORMSSHALL BE TOOL-RADIUSED AFTER 1. USE CLEAN WATER FREE OF INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALI, SILTS, SURFACE FINISHING TO PROVIDE A SMOOTH BORDER ON ALL SLABS. ORGANIC MATERIALS, OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO 10. FORMS SHALL BE REMOVED NO -SOONER THAN 24 HOURS FROM THE TIME OF THE CONCRETE OR STEEL. POUR. 11. PROPERLY BRACE OR TIE FORMS TOGETHER TO MAINTAIN SHAPE AND POSITION. G. ALL CONCRETE SHALL BE PLACED ON VAPOR BARRIER OF 4 MIL OR GREATER POLYETHYLENE 12. PROVIDE SQUARE EDGE WOOD OR, IF AVAILABLE, METAL FORMS FOR FLOOR SLABS. TO ASSURE COMPLETE -HYDRATION OCCURS. 13. BEFORE POURING CONCRETE.- REMOVE' ALL DEBRIS FROM THE FORMWORK. - 14. WET DOWN FORMWORK PRIOR TO PLACEMENT, OR APPLY A FORM RELEASE AGENT H. CONCRETE MIX DESIGN FOLLOWING MANUFACTURER'S RECOMMENDATIONS. 1. REQUIRE BATCH TICKETS TO BE FURNISHED UPON DELIVERY OF THE, CONCRETE TO 15. DO NOT REMOVE FORMWORK AND. BRACING UNTIL CONCRETE HAS GAINED SUFFICIENT ENSURE CONCRETE MEETS THE SPECIFICATION. CONTRACTOR TO PROVIDE PLANT CAN STRENGTH TO CARRY ITS OWN WEIGHT, CONSTRUCTION LOADS, AND. DESIGN LOADS BATCH CERTIFICATIONS TO OWNER'S FIELD REPRESENTATIVE.. AREA WHICH ARE LIABLE TO BE IMPOSED ON .IT. 2. PROVIDE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 16. REMOVE FORMS IN A MANNER TO ASSURE THE COMPLETE SAFETY OF THE STRUCTURE. DAYS WITH A MINIMUM OF. SIX BAGS (564 LBS.), OF CEMENT IN EACH CUBIC YARD 17. DO NOT PLACE ANY. CONCRETE IF THE SUB GRADE HAS, STANDING WATER OR IS OF CONCRETE CONFORMING TO ASTM C 94 FOR READY -MIXED CONCRETE. ALL TO VIEW BY G.C+ MUDDY. CONCRETE SHALL BE CERTIFIED AS HIGH -EARLY STRENGTH, 4000 P.S.I. 28 -DAY ELEVATION COMPRESSIVE STRENGTH READY -MIXED CONCRETE. N. STEEL REINFORCEMENT 3. DO NOT EXCEED THE MAXIMUM WATER CEMENT RATIO OF 0.44 (FIVE GALLONS/BAG 1. PROVIDE REINFORCING BARS CONFORMING TO ASTM A 615, GRADE 60 FREE OF LOOSE OF CEMENT). FLAKY RUST, MUD, OIL, OR, OTHER COATINGS WHICH WILL ADVERSELY AFFECT 4. PROVIDE. CONCRETE' WITH A MAXIMUM FOUR INCH SLUMP WHEN TESTED WITH A 2. BONDING CAPACITY. PLACE REINFORCEMENT ACCURATELY AND ADEQUATELY SUPPORTED BY CONCRETE STANDARD SLUMP CONE CONFORMING TO ASTM C 143. SLUMP SHALL BE 4-5". MASONRY UNITS OR OTHER APPROVED SPACERS. a. IF CONCRETE DEVELOPS CONSISTENCY OF DIFFICULT WORKABILITY, THEN A SUPER 3. SECURE REINFORCEMENT AGAINST DISPLACEMENT WITHIN TOLERANCES SPECIFIED IN PLASTICIZER ADMIXTURE MAY BE USED WHEN APPROVED BY MURPHY OIL USA, INC. . "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). b. DO NOT ADD WATER TO INCREASE SLUMP. 5. CALCIUM CHLORIDE SHALL NOT BE USED. 4. HOLD BARS IN PLACE. USING A. MINIMUM 18 GAUGE ANNEALED IRON WIRE. 6. CURING COMPOUND TO BE MASTER BUILDERS' MASTERKURE OR TAMS INDUSTRIES' 5. SPLICES IN DEFORMED REINFORCING BARS WILL NOT BE PERMITTED UNLESS APPROVED TRI -ODOR 44, APPLIED PER MANUFACTURER'S SPECIFICATIONS. 6. BY MURPHY OIL USA, INC. REINFORCING ROD TO COMPLY WITH ASTM 615, GRADE 60. 1. PROVIDE AIR ENTRAINED CONCRETE FOR ALL CONCRETE TO BE FINISHED INCLUDING 0. ALTERNATE WELDED WIRE FABRIC REINFORCEMENT FOUNDATIONS, WALKS, PAVEMENTS, AND RETAINING WALLS. 1. ONLY WHEN INDICATED ON THE DRAWINGS, PROVIDE -WELDED WIRE FABRIC 1. AIR ENTRAINED IS TO BE A MINIMUM OF FIVE PERCENT AND MAXIMUM OF SEVEN CONFORMING TO ASTM A 185 FOR 6X6 W2.9 X W2.9 IN FLAT SHEETS UNLESS ASPHALTIC PERCENT BY VOLUME.OTHERWISE 2. MEASURE THE AIR CONTENT AT THE POINT OF DISCHARGEINTO FORMS. 2. INDICATED. INSTALL WELDED WIRE FABRIC IN LENGTHS AS LONG AS PRACTICAL. EXPANSION JOINT - 3. THE MINIMUM OVERLAP LENGTH,' MEASURED BETWEEN 'OUTERMOST CROSS WIRES. OF J. PLACING CONCRETE "BUILDING EACH FABRIC SHEET, IS NOT TO BE LESS THAN ONE SPACING OF. CROSS WIRES PLUS CONCRETE CURB - 1. MIX AND PLACE CONCRETE FOLLOWING ACI 318 CODE REQUIREMENTS FOR TWO INCHES. REINFORCED CONCRETE". AK 2. SCHEDULE CONCRETING THAT ONCE STARTED REMAINS A CONTINUOUS OPERATION P. FOUNDATIONS UNTIL THE PARTICULAR SECTION OR PANEL HAS BEEN COMPLETED. 1. PROVIDE SMOOTH FINISH AT ALL EXPOSED SURFACES, 3. PROVIDE CONSTRUCTION JOINTS AS INDICATED. 2. CONSTRUCT CORNERS WITH A ONE INCH CHAMFER. 4. DEPOSIT CONCRETE INTO THE FINAL POSITION AT THE SPECIFIED SLUMPS WITHOUT 3. INCREASE THE DEPTH OF FOUNDATIONS, IF REQUIRED BY FROST LINE CONDITIONS' OR SEGREGATION BY RE -HANDLING OR FLOWING. BY LOCAL CODES. a. DEPOSIT CONCRETE AT A RATE THAT CONCRETE REMAINS PLASTIC AND FLOWABLE INTO 4. OBTAIN MURPHY OIL USA, INC. APPROVAL OF ADDITIONAL DEPTH REQUIREMENTS THE SPACES BETWEEN THE REINFORCING BARS. BEFORE PLACING CONCRETE. b. DO NOT DEPOSIT FRESH CONCRETE ON CONCRETE THAT HAS HARDENED SUFFICIENTLY .5. CONSTRUCT TOP ELEVATION OF FOUNDATIONS TO WITHIN +11/4 INCH OF THE TO CAUSE FORMATION OF SEAMS OR PLANES OF WEAKNESS WITH THE SECTION OR ELEVATION INDICATED ON THE DRAWINGS. 6. INSTALL -ANCHOR BOLTS WITH A - PANEL. HORIZONTAL TOLERANCE OF +1/8 INCH AND A VERTICAL ALIGNMENT OF +1/8 INCH c. DO NOT DEPOSIT PARTIALLY HARDENED CONCRETE OR CONCRETE THAT HAS BEEN OUT OF PLUMB. CONTAMINATED BY FOREIGN MATERIALS. d. DO NOT RE -TEMPER CONCRETE. Q. GROUT 5. THOROUGHLY COMPACT . CONCRETE BY MEANS OF MECHANICAL VIBRATORS 1. PROVIDE NON=