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HomeMy WebLinkAboutDrwaings®*' *..i f ALFRED X PAINE P 1... .... ........ >, e► r � i 72'h d as FURNISHED 5. ALL 'ITEMS PROPOSED ARE TO BE S ED A ND `INSTALLED BY CONTRACTOR TO INCLUDE ALL MATERIALS, EQUIPMENT, .ASSEMBLY, LABOR, t INCIDENTAL ITEMS, ETC. NECESSARY .. E , FOR THE PROPER COMPLETION OF THE ITEM, WHETHER SPECIFICALLY CALLED OUT ON THE PLANS OR NOT N ACCORDANCE WITH INTENT OF THE PLANS DETAILS &' CITY OF COLLEGE STATION STANDARD a D RD D ETAILS & SPECIFICATIONS AS APPLICABLE.- I UTILITY DEMANDSPARKING ANALYSIS: S. 6. THE GENERAL CONTRACTORIS RESPONSIBLE TO MAKE ANY AND .ALL SITE VISITS &INVESTIGATIONS. TO BECOME FAMILIAR WITH AND IS Q MAIN - SATISFIED AS TO GENERAL LOCAL AND SITE CONDITIONS THAT MAY AFFECT COST PROGRESS, N t� LOT 1. `BLOCK .1, GREENSWORlD PHASE 2 - DOUGLASS NISSAN. ES AND PERFORMANCE OF THE WORK, cum WATER IRRIGATION ONLY NEGLIDGIBLE ' PARKING SPACES REQUIRED... +a _ 7. ALL ITEMS NOT SPECIFICALLY CALLED OUT ON THE PLANS .BUT NECESSARY FOR CONSTRUCTION SHALL BE CONSIDERED SUBSIDIARY ITEMS ANP� ._ SANITARY SEWER NONE GROSS BUILDING SF. 22,044 SF 0 z m ARE TO BE `PROVIDED FURNISHED INSTALLED AND INCLUDED IN- THE WORK BY THE CONTRACTOR AS NEEDED FOR ClAE r -- E R PROPER COMPLETION OF THE' Ili o IE SALES/OFFICE/PARTS: 10,247 SF .; _ , ; z PROJECT.. t w cn ELECTRIC - LIGHTING ONLY !. � LE H l SERVICE. 11,797 . SF _ (7 v ELECTRIC PROVIDED 227 480 / $, . THE GENERAL CONTRACTOR IS RESP SIB E F COORDINATING T F v z PROJECT ON L OR C ORD INSTALLATION 0 ALL. FRANCHISE, PRIVATE, & PUBLIG UTILITIES AND p ADDITIONAL STORAGE SF. w ASSOCIATED CONDUIT WITH EA THWO K : P V w c� _ R R . & A EMENT CONSTRUCTION. GENERAL CONTRACTOR IS. RESPONSIBLE FOR FURNISHING &INSTALLING. AN � � i LOCATION GAS - NONE STORAGE CONTAINERS. 2 080 SF o ' rn R NECESSARY 'UTILITY CONDUIT .PRIOR TO. SUBGRADE PREPARATION & PAVING OPERATION. GENERAL CONTRACTOR" IS RESPONSIBLE FOR iZ DETERMINATION OF, UTILITY I L + NA , UTY NSTALLATION ,ORDER. ,A TOTAL SPACES REQUIRED: +,n �.T U j Q 1` A 1 SPACE. 250 SF - 41 SPACES _ SALES/OFFICE/PARTS. / 9. THE POSSIBILITY OF SUBSURFACE OR RA E AT DE DEBRIS ELEMENTS EXISTS ON SITE (DEMO D PAVEMENT,. CURB, .SIDEWALK,. BUILDING .� w SERVICE 1 SPACE 200 SF ` 59 : S r`s`p /. PACES FOUDATION, ABANDONED. UTILITIES, ETC).. THE CONTRACTOR SHALL IDENTIFY FULL EXTENTS COMPLETELY DEMO REMOVE & DISPOSE OFF-SITE ) 1 OF OFF SITE a► STORAGE: 1 SPACE / 1000 SF = 3 SPACES ALL SUCH SUBSURFACE DEBRIS: -. o z SPACES REQUIRED 103 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WAST I Q E ASSOCIATED WIT 11 GREEN LD THIS PROJECT. 'THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJEC I Rn PHASE SPACES PROVIDED: SITE, STANDARD= . 155 � HANDICAP= 6 -. w -'� 11.>DIMEN510NS ARE MEASURED .FROM BACK OF CURB UNLESS OTHERWISE NOTED LEGAL. DESCRIPTION & LOCATION. rn N� LOTS 1 R, BLOCK 1, ¢ LESS SPACES REMOVED: rn p S- 12.- ALL DISTURBED EARTH NOT TO BE PAVED. MUST. BE 100 COVERED WITH- ESTABLISHED GRASS, LANDSCAPE ELEMENTS OR GROUND COVER ' GREENSWORLD SUBDIVISION PHASE 1 N 6 STANDARD'= -4 o a FMPRIOR TO CERTIFICAT>r OF`DCCUPANCY. LOCATED ON EAST SIDE OF SH.6 ---------------- o : EARL RUDDER FRWY 5. SCALE: - �' TOTAL, 157 as - 13: SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. ALL NEW SITE LIGHTING WILL MEET THE STANDARD OF SECTION 7. NORTHBOUND N �. S S T 10 OF THE D FRO TAGE ROAD S UNIFIED DEVELOPMENT ORDINANCE.. THE LIGHT - SOURCE SHALL NOT PROJECT BELOW. AN -OPA UE HOUSING 1 DRAWN Y: Q H S NG AND NO FIXTURE `SHALL DIRECTLY 005 EARL RUDDER FRWY S. B .. RICHARD _ _ I ti CAR1E'R PROJECT LIGHT HORIZONTALLY..FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY �`y PRORERTY LI E. 'THE OW APPROVED BY. LOT 1R BLOCK 1 GREENSWORLD PHASE 1 DISPLAY N E HER. WILL SPECIFY TYPE 4F LIGHT FIXTURE AND POLE TO BE USED. SITE LIGHTING IS CONSIDERED TO BE CURRENT ZbNING. 1~ ARK , PERFORMANCE SPECIFICATION. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES Co UIT I - � 'PARKING SPACES REQUIRED. _ D WITH PULL STRING, WIRING, PULL BOXES, C 2 v TRANSFORMERS 'PANE GROUND DATE: 12/20/2011 GROSS BUILDING SF: 0- SF LS, D RODS AND ALL APPURTENANCES NECESSARY FOR PROPER OPERATION OF' THE LIGHTING. SYSTEM. CONTRACTOR G TO RECORD' LOCATIONS OF ALL CONDUIT ROUTES: SITE AREA v o FILE. C1.1 -SITE c Q - 1:46 ACRES TOTAL SPACES REQUIRED: 0 SF Q . 14:- � - CONTRACTOR IS T0, MAINTAIN EROSION &SEDIMENT CONTROL THROUGHOUT DURATION OFT R ,v HE PROJECT. INSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAM FROM PROJECT V EA R M OJE IA SILT. FENCE- GRAVEL A L ,GAEL FILLED WATER ..IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT `COT APPLICANT INFORMATION: SP CES PROVIDED. I INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE. FIELD ADDITIONAL - B CONTROLS SHALL BE INSTALLED. N DOUGLASS INVESTMENTS, LTD STANDARD= 42 , C ,D LEVI :DOUGLASS .� _, / SHEET I -• cv 5. -EXISTING ITEMS TO .REMAIN. CONTRACTOR RESPONSIBLE TO PROTECT ALL EXISTING ITEMS THAT .ARE TO ` A - i 44 REM tN. SHOULD DAMAGE OCCUR, i 001 EARL RUDDER FRWY S CONTRACTOR TO REPAIR .OR REPLACE, TO ORIGINAL 0 N ' N R BETTER CONDITION - COLLEGE STATION TEXAS 77845 «.. . : 979- 764-7726 v 16. W. INDICATES. PHASE LINE 20 BEYOND, IT ANY SITE IMPROVEMENTS. " o OWNER INFORMATION. p 17.. THE PROPOSED DEVELOPMENT IS NOT LOCATED WITHIN AN UTILITY IMPACT FEE AREA. r OST - N DOUGLASS INVESTMENTS, LTD v- MALC - C O L_ U OF 2 ` ... � / EVI DO GLASS 0 18. FREESTANDING SIGN" TO BE PERMITTED SEPARATELY: _ 1001 EARL RUDDER FRWY S �7QAC CIV 1 CCC CTATI(1AI TCVAC . 1 ZONED- C-1 1. CURRENT USE VACANT i OWNED BY, INVESTMENTS,,LLC�P ROD CO 2. PROPOSED USE & IMPROVEMENTS: TS. PAVED USED CAR: DISPLAY &STORAGE AREA. z v N0 P.ORTIOt� OF THE TRACT LtES WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP- FOR BRAZ OS COUNTY, _ TEXAS AND INCORPORATED., AREAS COMMUNITY NO. 48 08 P P 0 3, ANEL NO. ' 0142 C, MA NO. 4804100/42 C. THE OUTPUT DATA FOR THE . EFFECTIVE E FLOOD {NSUNM RANCESTUDY INDICATES THAT THE FLOODPLAIN & FLOODWAY ADJACENT TO THE SUBJECT TRACT AT THE WEST BANK OF t cO rnl ca 1 CARTER SJ CREEK. THE .FLOODPLAIN FLOODWAY SHOWN IS AS PER LOMR CASE 10-06-2535P EFFECTIVE 07/20/2011. I EXISTING COMMERCIAL BUILDING % # I � NINFA S RESTAURANT - ( ) 4. SITE ELEMENTS INDICATED: BY KEY NOTES AS "PROPOSED" ARE, TO BE FURNISHED &.INSTALLED. ®*' *..i f ALFRED X PAINE P 1... .... ........ >, e► r � i 72'h d as FURNISHED 5. ALL 'ITEMS PROPOSED ARE TO BE S ED A ND `INSTALLED BY CONTRACTOR TO INCLUDE ALL MATERIALS, EQUIPMENT, .ASSEMBLY, LABOR, t INCIDENTAL ITEMS, ETC. NECESSARY .. E , FOR THE PROPER COMPLETION OF THE ITEM, WHETHER SPECIFICALLY CALLED OUT ON THE PLANS OR NOT N ACCORDANCE WITH INTENT OF THE PLANS DETAILS &' CITY OF COLLEGE STATION STANDARD a D RD D ETAILS & SPECIFICATIONS AS APPLICABLE.- I UTILITY DEMANDSPARKING ANALYSIS: S. 6. THE GENERAL CONTRACTORIS RESPONSIBLE TO MAKE ANY AND .ALL SITE VISITS &INVESTIGATIONS. TO BECOME FAMILIAR WITH AND IS Q MAIN - SATISFIED AS TO GENERAL LOCAL AND SITE CONDITIONS THAT MAY AFFECT COST PROGRESS, N t� LOT 1. `BLOCK .1, GREENSWORlD PHASE 2 - DOUGLASS NISSAN. ES AND PERFORMANCE OF THE WORK, cum WATER IRRIGATION ONLY NEGLIDGIBLE ' PARKING SPACES REQUIRED... +a _ 7. ALL ITEMS NOT SPECIFICALLY CALLED OUT ON THE PLANS .BUT NECESSARY FOR CONSTRUCTION SHALL BE CONSIDERED SUBSIDIARY ITEMS ANP� ._ SANITARY SEWER NONE GROSS BUILDING SF. 22,044 SF 0 z m ARE TO BE `PROVIDED FURNISHED INSTALLED AND INCLUDED IN- THE WORK BY THE CONTRACTOR AS NEEDED FOR ClAE r -- E R PROPER COMPLETION OF THE' Ili o IE SALES/OFFICE/PARTS: 10,247 SF .; _ , ; z PROJECT.. t w cn ELECTRIC - LIGHTING ONLY !. � LE H l SERVICE. 11,797 . SF _ (7 v ELECTRIC PROVIDED 227 480 / $, . THE GENERAL CONTRACTOR IS RESP SIB E F COORDINATING T F v z PROJECT ON L OR C ORD INSTALLATION 0 ALL. FRANCHISE, PRIVATE, & PUBLIG UTILITIES AND p ADDITIONAL STORAGE SF. w ASSOCIATED CONDUIT WITH EA THWO K : P V w c� _ R R . & A EMENT CONSTRUCTION. GENERAL CONTRACTOR IS. RESPONSIBLE FOR FURNISHING &INSTALLING. AN � � i LOCATION GAS - NONE STORAGE CONTAINERS. 2 080 SF o ' rn R NECESSARY 'UTILITY CONDUIT .PRIOR TO. SUBGRADE PREPARATION & PAVING OPERATION. GENERAL CONTRACTOR" IS RESPONSIBLE FOR iZ DETERMINATION OF, UTILITY I L + NA , UTY NSTALLATION ,ORDER. ,A TOTAL SPACES REQUIRED: +,n �.T U j Q 1` A 1 SPACE. 250 SF - 41 SPACES _ SALES/OFFICE/PARTS. / 9. THE POSSIBILITY OF SUBSURFACE OR RA E AT DE DEBRIS ELEMENTS EXISTS ON SITE (DEMO D PAVEMENT,. CURB, .SIDEWALK,. BUILDING .� w SERVICE 1 SPACE 200 SF ` 59 : S r`s`p /. PACES FOUDATION, ABANDONED. UTILITIES, ETC).. THE CONTRACTOR SHALL IDENTIFY FULL EXTENTS COMPLETELY DEMO REMOVE & DISPOSE OFF-SITE ) 1 OF OFF SITE a► STORAGE: 1 SPACE / 1000 SF = 3 SPACES ALL SUCH SUBSURFACE DEBRIS: -. o z SPACES REQUIRED 103 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WAST I Q E ASSOCIATED WIT 11 GREEN LD THIS PROJECT. 'THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJEC I Rn PHASE SPACES PROVIDED: SITE, STANDARD= . 155 � HANDICAP= 6 -. w -'� 11.>DIMEN510NS ARE MEASURED .FROM BACK OF CURB UNLESS OTHERWISE NOTED LEGAL. DESCRIPTION & LOCATION. rn N� LOTS 1 R, BLOCK 1, ¢ LESS SPACES REMOVED: rn p S- 12.- ALL DISTURBED EARTH NOT TO BE PAVED. MUST. BE 100 COVERED WITH- ESTABLISHED GRASS, LANDSCAPE ELEMENTS OR GROUND COVER ' GREENSWORLD SUBDIVISION PHASE 1 N 6 STANDARD'= -4 o a FMPRIOR TO CERTIFICAT>r OF`DCCUPANCY. LOCATED ON EAST SIDE OF SH.6 ---------------- o : EARL RUDDER FRWY 5. SCALE: - �' TOTAL, 157 as - 13: SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. ALL NEW SITE LIGHTING WILL MEET THE STANDARD OF SECTION 7. NORTHBOUND N �. S S T 10 OF THE D FRO TAGE ROAD S UNIFIED DEVELOPMENT ORDINANCE.. THE LIGHT - SOURCE SHALL NOT PROJECT BELOW. AN -OPA UE HOUSING 1 DRAWN Y: Q H S NG AND NO FIXTURE `SHALL DIRECTLY 005 EARL RUDDER FRWY S. B .. RICHARD _ _ I ti CAR1E'R PROJECT LIGHT HORIZONTALLY..FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY �`y PRORERTY LI E. 'THE OW APPROVED BY. LOT 1R BLOCK 1 GREENSWORLD PHASE 1 DISPLAY N E HER. WILL SPECIFY TYPE 4F LIGHT FIXTURE AND POLE TO BE USED. SITE LIGHTING IS CONSIDERED TO BE CURRENT ZbNING. 1~ ARK , PERFORMANCE SPECIFICATION. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES Co UIT I - � 'PARKING SPACES REQUIRED. _ D WITH PULL STRING, WIRING, PULL BOXES, C 2 v TRANSFORMERS 'PANE GROUND DATE: 12/20/2011 GROSS BUILDING SF: 0- SF LS, D RODS AND ALL APPURTENANCES NECESSARY FOR PROPER OPERATION OF' THE LIGHTING. SYSTEM. CONTRACTOR G TO RECORD' LOCATIONS OF ALL CONDUIT ROUTES: SITE AREA v o FILE. C1.1 -SITE c Q - 1:46 ACRES TOTAL SPACES REQUIRED: 0 SF Q . 14:- � - CONTRACTOR IS T0, MAINTAIN EROSION &SEDIMENT CONTROL THROUGHOUT DURATION OFT R ,v HE PROJECT. INSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAM FROM PROJECT V EA R M OJE IA SILT. FENCE- GRAVEL A L ,GAEL FILLED WATER ..IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT `COT APPLICANT INFORMATION: SP CES PROVIDED. I INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE. FIELD ADDITIONAL - B CONTROLS SHALL BE INSTALLED. N DOUGLASS INVESTMENTS, LTD STANDARD= 42 , C ,D LEVI :DOUGLASS .� _, / SHEET I -• cv 5. -EXISTING ITEMS TO .REMAIN. CONTRACTOR RESPONSIBLE TO PROTECT ALL EXISTING ITEMS THAT .ARE TO ` A - i 44 REM tN. SHOULD DAMAGE OCCUR, i 001 EARL RUDDER FRWY S CONTRACTOR TO REPAIR .OR REPLACE, TO ORIGINAL 0 N ' N R BETTER CONDITION - COLLEGE STATION TEXAS 77845 «.. . : 979- 764-7726 v 16. W. INDICATES. PHASE LINE 20 BEYOND, IT ANY SITE IMPROVEMENTS. " o OWNER INFORMATION. p 17.. THE PROPOSED DEVELOPMENT IS NOT LOCATED WITHIN AN UTILITY IMPACT FEE AREA. r OST - N DOUGLASS INVESTMENTS, LTD v- MALC - C O L_ U OF 2 ` ... � / EVI DO GLASS 0 18. FREESTANDING SIGN" TO BE PERMITTED SEPARATELY: _ 1001 EARL RUDDER FRWY S �7QAC CIV 1 CCC CTATI(1AI TCVAC . GENERAL NOTES. STANDARD FIRE�HYDRANT L NOTESi.' 0 (1) FINLEY DIVIDED EARTH FREE OF ROCK, LUMPS GENERA, A, GEOTECHN[CAL INVESTIGATION -OF THE SITE SURFICIAL & SUBSURFACE #41:BARS 18" O.C.8 W. AND CLODS EXCEEDING G* SHALL BE.PLACE BY HAND, GATE VALVE RECEIV' z LI c\j 2�' CLEAR WID AND COMPACTED AROUND THE CAST IRON PIPE TO A W/VALVE BOX AU_ LITILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD: INFORMATION WED SOILS HAS NOT' BEEN. M� BY KLING ENGINEERING & SURVEYING (D C:) TH 1. . ON EXISTING 1'8" D.I.P. PUBLIC WATERLINE.(CL52) 6' BURY. CO 10 DEPTH OF 12* OVER THE TOP OF THE PIPE BEFORE + CONMf_jPIION UTILITY -MAP -DOCUMENTS 013TAINED BY KLING -ENGINEERING AND SURVEYING FROM CITY & -TO INSURE PROPER- SUBGRADE PREPARATION..- PR _TO_CONSTRUCTIO�, ? ry �7 z BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT. IOR OT REPRESENT BT - U ri INDEpENJI AGENCIES AND/OR ABOVE GROUND FIELD EMICIENCE. SHOWN POSITIONS MAY IN IT IS. RECOMMENDED: THAT ��VGEOTEdHNICAL INVESTIGA11ON BE 0 AINED w (2) ALL CONCRETE BLOCKING SHALL BE 28 DAY -BUR DNS. . . r, C? w AS _f POSM EXISTING FIRE HYDRANT STRENGTH - 2000 pai. Lli > 0 LL_ BY T14E , OWNER FROM AN IND 7 <1 %PENDENT OEOTECHNICAL CONSULTANT ui EXISTING FIRE HYDRANT (TO - > < CO 00 (3) ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF RECOMMENDATIONS REGARDING:.SUBGRADE SEE INSI�T 'A' & PLAN/PROFIIF THIS SHEET)' < V) 3. A a CONTRAGfOR IS. RESPONSIBLE30 REPORT ANY CONFLICTS BETWEEN PLAN AND. ACTUAL CONDITIONS �PRIOR TO . 3" 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON I GEOTECHNICAI BE R ILO�ATED U CONSTRUG1`11ON OF WORK -ELEMENT AMCTED. -OWNER AND, � ENGINEER SHAU, NOT BE RESPONSIBLE FORTHE (D ry <� I- >< NDISTURBED SOIL. OR AS DIRECTED BY THE ENGINEER JREAED ACCURAtY OR COMPLETENESS OF . INFORMATIO :SUITABILITY, STRENGTH, AND ANY NECESSARY STABIUZA11ON SHOULD BE . >, LU 01 01 (4) WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL OB IN OR DATA RELIED 011 DEPICT UNDERGROUND FACILITIES. OBTAINED IN -A -`CERTIFIED REPORT. C4 TER IN EXISTING IRRIGATION ME 6 CONCRETE HAS REACHED 7 DAY STRENGTH. Ll CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE 'PROJECT AREA AND ADDITIONALLY, RECOMMENDATIONS Uj D F_ F_ - -TIRE BARREL WILL NOTIFY � OF. INTENT AT LEAST I WEEK PRIOR To CONSTRUCTION. CONTRACMR IS RESPONSIBLE FOR COORDINATING ON PAVEMENT SECTION SHOULD BE INCLUDED IN THE REPORT. Lu cn (:y\ ILL % WITH FA(lIUTY OWNERS. CONTRACTOR IS To VERIFY THE EXACT LOCATION. AND VERTICAL POSITIONING OF ALL PROPOSED FIRE HYDRANT AS Ity < (5) ALL PIPE WILL BE LAID SO AS THE EN SEMB HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTMM. WHETHER SHOWN ON THE PLANS LU 'NOT, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR -IS RESPONSIBIL V COORDI NO CL >- LU < CD BELL. HOLES SHALL, BE. CUT FOR EACH BELL AND FIRE ANCHOR 90^BEND PIPEUNE% EXIS71NG UTILITIES, AND SERVICE LINES WITHIN THE PROJECT AREA -THE FOLLOWING EARTHWORK PAVEMENT NOTES ARE TYPICAL PROPOSED IRRIGATION SYSTEM EXTE-NSION x HYDRANT. ui OR E OR NATI WITH 6" COMPACTED SUBGRADE 6" STABILIZED 1:6) ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS WATER LINE G VALVE z FACILITY OWNERS AND ANY RELOCATION, REMOVAL. AND INSTALLATION. OR ADJUSTMENTS To ALL EXISTING REQUIREMENTS FOR THIS ARM, : ACTUAL REQUIREMENTS SHALL BE AS < S? Ir SUBGRADE OTHERWISE DIRECTED. W 9ALVE BOX FACILITIES REQUIRED FOR PROSECUTION OF THE WORII CONTRACTOR* IS To MAINTAIN STRUCTURAL INTEGRITY , OF (IRRIGATION SYSTEM TO BE DESIGIIED BY OTHERS) C13 (7) HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET ALL PIPELINES. ELECTRIC TRANSMISSION POLES AND'. LINES*, PERMANENT AND. TEMPORARY UTILITIES, EXISTING OUTLINED JN THE GE01tCHNICAL REPORT., MEASURED� FROM THE BACK OF CURB TO THE FACE OF THE �_7 DOME NOTES: Fl T PAVEMENT & PARKING AREAS, ETC.. CONTRACTOR. IS RESPONSIBLE FOR ANY DAMAGE DONE To EXISTING UTILITY PROPOSED 1-1/2 METER STEAMER ON THE FIRE HYDRANT. 1� - 0-% FACILITIES. PAVEMENT. -II A RESULT OF C NSTRUCTION ACTIVITIM 0 I CONCRETE To BE 4000 PSI 28 DAY STRENGTH PORTLAND CEMENT CONCRETE EARTHWORK, NOTES R S PROPOSED 1 1/2" DOMESTIC WAT ;ERVICE -jl75 LF.' CAP & MARK END WITH T -POST PAINTED BLUE FIREHYI)RAATTLOCATION I-- I I - 1 1. PRIOR TO PREPARATION'OF SUBGRADE AND ANY.FILL'OPERATIONS, THE CONTRACTOR MUST CLEAR GRUB OR' 2. TEST CYLINDERS To BE TAKEN I PER 100 CY,OF CONCRETE PLACED or 3 PER POUR (MIN). REALIGN ASNEEDED CONTRACTOR To CONTACT DIG-TESS 0 BOO -344-8377 OEXAS 811) 96 HOURS'PRIOR TO'CONSTRUCTION. IN 3" SCHED. 40 24" X 24' X 6' OTHERWISE STRIP AREA:OF TOP SOIL To EXISTING, STABLE: MATERIAL SURFACES EXPOSED AFrER.THE STRIPPING EXTENDING 3' ABOVE� FINISHED GR d)E. RUN LINE PVC SLEEVE IN PAVED AREAS. 28 -DAY CONCRETE SPECIFIC ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES AS WELL AS OIL AND GAS PIPELINE COMPANIES. OF VEGETATION AND REMOVAL OR ANY :3. ALL TRAFFIC IS TO BE EXCLUDED FROM PAVEMENT BY MEANS OF BARRICADES STRENGTH -2000 PSI SURFICIAL SOILS SHALL THEN BE PROOF ROLLED TO LOCATE UNSTABLE OR AND SIGNS UNTIL CONCRETE IS AT, LEAST 14 DAYS OLD. 0. SHOULD A CONFLICT ARISE BETWEEN THE PROPOSEU CONSTRUC11014 AND AN EXISTING UTILITY; CONTACT KLING NON-UNFORM AREAS. ROLLING EQUIPMENT SHALL. CONSIST OF, PNEUMATIC TIRED ROLLER WITH GROSS LOADING 4" SCHED 40 PVC SLEEVE ON LINES). INSTALL TO 2' BEYOND BACK OF CURB. CAP & WnH #4 BAR AROUND ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION, ' . 1. _�.. . / 1; PROPOSED (FOR 'IRF IGATI 1� , - M -BE AS NECESSARY TO.PRODUCE SURFACE LOADING OF 20 LBS/S0 IN. CONTRACTOR TO OVER EXCAVATE 'MARK ENDS WITH 4 PVC *.PAINTED BROWN EXT IDING 3 ABOVE FINISHED GRADE. 4. SUBGRADE AND STABILIZED SUBGRADE TO BE COMPACTED TO MIN. 98% STANDARD PROC. (ASTIM D 698) ALL VALVE BOX.. 2. THE INTENT OF THIS PLAN SET IS To DESCRIBE THE COMPLETED'WORK to BE PERFORMED UNDER THE UNSTABLE OR NON-UNIFORM AREAS, REMOVING AND REPLACING MATERIAL WITH NATIVE OR IMPORT GENERAL FILL MATERIAL COMPACTED TO 98% STO. PROCTOR (ASTM.D-698) AT A'MOISIURE CONIENT OF OPTIMUM TO +3% OF VALVE. BOX PER SPECS. CONTRAC REINFOBCED CONC13ETE PAVEMENT T. UNLESS OTHERWISE PROVIDED. THE CONTRACTOR SHALL'FURNISH ALL MATERIALS, SUPPLIES. MOLS, OPTIMUM. ONLY AS MUCH'TOPSOIL AS IS REQUIRED TO PLACE IN RIGHT OF WAY OR OTHER DISTURBED AREAS <10>-<12�>NOT USED. PYE ff,A -A EQUIPMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION ND COMPLETION. OF HE WORK. OF THE SITE FILL IS TO'BESTOCKPILED FOR,USE IN FINISHED GRADING. REMAINDER OF TOP SOIL IS,M BE 60 'THICKNESS) NOT TO SCALE 2* SQUARE AWWA REMOVED & DISPOSED OFOFF SITE, NUT EXTENSION WITH. 3. CONTRACTOR IS TO MAINTAIN AND INSURE INTEGRITY OF ALL 1EXISTING UTILITIES. CLOSE-ATIENTION IS To BE CENTERING COLLAR. A A PAID TO ANY EXISTING POWER, TELEPHONE, & FIBER OPTIC LINES & POLES. TN -PLACE DENSITY TESTS. THE TESTS EXISTING 21 PUBLIC SANITARY SEWER MAII` FINISHED GRADE TERMINATE 4' TO 5' CHARACTERISTICS O LD BE VERIFIED try <13 SHOULD BE PERFORMED AT AN AVERAGE RATE OF ONE TEST FOR EVERY 2,000 SQUARE FEET OF 13UI ING P - LLEG TrIoN D AREA AND EVERY 4,000 SQUARE FEET OF PAVING SUBGRADE AREA. <_j_4_>-<_j_7'>NOT USED. FROM TOP OF BOX 4. CONTRACTOR IS To CONTAC17 COLLEGE STATION UTIII & CITY OF CO : E sTA EVELOPMENT . U) AD SUBGRADE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR To STARTING. CONSTRUCTION SUDDENUNK TI \�'-BURY LINE 5. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND'DEBRIS DEMOUS'HED OR -REMOVED SHALL 2. �PRIOR ..TO. PREPARATION- OF SUBGRADE AND -ANY FILL OPERA DNS' THE CONTRACTOR SHALL COORDINATE WITH /4"R 6 M THE SITE AND DISPOSED. OF TESTING LAB, To ENSURE ALL, TOPSOIL AND UNUSABLE MATERIAL �� BEEN REMOVED. ELEQMCI. YERI N A REO D -rATi)N ununEs. L OFF�SITE IN A MANNER. SATISFACTORY TO THE OWNER & ENGINEER FILL PLACED OUTSIDE ANY BUILDING PAD AREA IN AREAS PLANNED TO BE PAVED MAY CONSIST OF A ELECTRIC CONTACT. COLLEGE,s SAM WEIDO (979-764-3660) TiON. UNIFORM - MATERIAL WITH LOW TO MODERATE PLASTICITY- THAT HAS Pj VALUES OF BETWEEN 19 AND 30, INCLUSIVE, CONTACT FOR EXACT CONDUIT, SE:ZVICE REQUIRE'MENTS & COORDiNA 3 6. CONTRACTOR To MAINTAIN A SAFE AND SECURE SlI TRENCHES ARE NOT ALONG WITH -A MAXIMUM LL VALUE OF 49. THE 'FILL MATERIALS SHOULD GENERALLY CLASSIFY AS SC OR CL TYPE HOURS. CONTRACTOR IS -TO ENCE OFF ANY STORAGE AREA FOR MATERIALS, AND EQUIPMENT. SOILS UNDER THE USCS OR AS SC, CIL OR CM TYPE SOILS UNDER. THE ORIGINALLY PROPOSED USCS. SOILS EXISTING OVERHEAD LIGHT POLE TO BE DEMO'D REMOVED & DISPOSED OF. OFF-SITE < 21 T 6. TE VSATLD�E D.I. OR C909 PIPE A 6" MJ ANCHOR COUPLING CONTAINING AN EXCESSIVE AMOUNT OF SILT (I.E., GREATIER.THAN APPROXIMATELY 20 M 25 PERCENT) WITHOUT A 127 7. CONTRACTOR SHALL PRVA39 TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PU13UC RIGHT OF WAys, ENTAGE'OF CLAYS To -BALANCE" THE SILTS, SHOULD NOT BE USED. TH SS BOLTS AND IS RESPONSIBLE FOR CLEANUP IF SUCH:OCCURS. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR < _22-> EXISTING OVERHEAD LI fE T LE BASE -, TO BE DEMO'D, REMOVED. RACKED OR DISCARDED ON To ANY PUBLIC OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR - M PEA GRAVEL - FILL MUD IS T E POLE PlIXTURE(S) TO BE SALVAGED, RELOCATED & REINSTALLED PER SITE FILL M BE COMPACTED To 98X OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 AT A MOISTURE 3- 6 CON' RETE To 1 FT. ABOVE SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS M MAKE USE. OF BEST MANAGEMENT PRACTICES To i i t . GHT POLE W -2" ABO� 6 3/4" (VARIES PER PVMT SLOPE) BASE TO BE DISPOSED OF OFF -Sl' V' 3 BLOCKING 7 CONTENT OF OPTIMUM TO +3% OF OPTIMUM; FILL'To BE PLACED IN 6"' UFTS. 3 WEEP HOLE PREVENT SEDIMENT FROM, LEAVING THE SITE OR ENTERING EXISTING CULVII STORM SEWER OR CREEK AREAS. PLAN. 2 ESTABLISHED. 4. TOPSOIL SHALL BE STOCKPILED ONLY AS NECESSARY FOR REPMEMWT IN NON PAVED AREAS. MAXIMUM ONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUT CONSTRUCTION. PERIOD AND UNTIL GRASS IS C T EXISTING El ECTRIC VAULT. HEIGHT SHALL Jva�_THRUST 13LOCK NOT EXCEED.10% AND THE SIDE SLOPE SHALL NOT BE. STEEPER THAN 3:1. EXCESS TOPSOIL IS To B. CONTRACTOR IS To SOUD'SOD.OR HYDROMIULCH SEED ALL DISTURBED AREAS FOR RE�ESTABUSHMENIT OF BE HAULED OFF' SITE AND DISPOSED,OF-BY THE CONTRACTOR., <24> EXISTING ELECTRIC CABINET. 3" 4 - --------------------- BLOCK USING VEGETATION WITH GRASS SOD OR SEED MIX AS INDICATED IN THE SWP3 PLAN AND LANDSCAPEPLAN (DEPENDING TEE OR TAPP11 TRACTOR To GUARANTEE 5. $UB'_GRA6E: FINAL COMPACTION: OF THE SUB -GRADE TO BE 98% OF THE MAXIMUM DENSITY OF THE MIXTURE --- 12"xl 2*x4' PRECAST ON LOCATION). CONTRACTOR,7`0 DISK AREAS TO BE.SEEDED TO A DEPTH OF 6". CON AS.DETERMINED 13Y ASM D-698 AT A:MOISTURE CONTENT BETWEEN OPTIMUM To +3% OF OPTIMUM. EXISTING UNDERGROUND ELECTRIC PRIMARY LINE(S). o =#4 BARS S�LEEVE & VA '7MECHANICAL JOINTS CONCRETE BLOCK COVERAGE AND ESTABLISHMENT OF GRASS FOR A'PERIOD OF 6 MOS. COVERAGE SHALL BEDEFINED AS 95% OF <25 > AS REQUIRED NTH SET SCREW -4" SCHEDULE 40 GRAY PVC). THE PLANTED AREA WITH, UNIFORM COVERAGE OF GRASS GREATER THAN 1 IN HEIGHT WITH NO 13ARE SPOTS 0 =3/4" X 18" SMOOTH XPANSION DOWELS RETAINER GLANDS 6. STABILIZATION: SUB-GRADII BE CEMENT -OR LIME STABILIZED AS RECOMMENDED BY A GEOTECHNICAL <26 > OR MEGA LUGS GREATER THAN 2 SIF. - UND ELECTRIC SERVICE CONDUIT (3 'THAN 6.. APPLICATION -RATE LL BE 'ASSUMED 6% BY UNIT WEIGHT 6' X 12* GRADELOK INVESTIGATION To A DEPTH OF NOT LESS SHA W/M.J. SPLIT GLANDS 'OF THE SUB�GRADE FDR BIDDING PURPOSES. MECHANICAL MEANS'SHALL BE USED TO INSURE CEMENT.OR LIME BLOCK AS DIRECTED Ao. LIMITS OF WORK. CONTRACTOR IS To CONFINE ALL ORK TO E)(IS7TNG EASEMENT AREAS OR OWNER'S < 27� EXISTING ELECTRIC TRANSFORMER. NOTE: (ROTATE TO FINAL GRADE) IS THOROUdHII IN'WIlIH THE SUB -GRADE. COMPACT -THE -CHEMICALLY TREATED SOIL MIXTURE To A DENSITY PROPERTY. NO CONSTRUCTION ACTIVITY IS ALLOWED ON OR THROUGH PRIVATE PROPERTY UNLESS COVERED BY A 1. EXPANSION JOINTS IN CURB & GUTTER SHALL BE 01WONA-L OF AT LEAST -98X STANDARD PROCTOR (ASTM D-698) AT A MOISTURE CONTENT BETWEEN OPTIMUM TO 3X ABOVE PU13LIC UTILITY EASEMENT OR OTHER DOCUMENTED AGREEMENT. CONTRACTOR IS RESPONSIBLE TO COORDIII Sl�;HEDULE OPTIMUM. PROPOSED ELECTRIC SERVICE CON UfT (3 1 RAY PVC) WITH PULL STRING..CAUTION TAPE 0 2.5' SPACED AT A MAXIMUM DISTANCE OF 50' APART WITH ADJACENT LANDOWNERS.' AND AT ALL RADIUS POINTS,-P.T.'S AND P.C.'S. (MINIMUM) BURY BELOW TURN PANEL/METER. RACK LOCATION. 7. TESTING REQUIREMENTS* 'MEANS -NEC To. PREVENT SHALL DWAIN -AN INDEPENDENT TESTING LABORAMRY TO CONDUCT ALL MAMIALS/COMPACI1ON SOLID WASTE ASSOCIATED WITH THIS PROJECT, THE CONTRACMR -SHALL USE ALL PROPOSED. ELECTRIC RACK ITO TRIC PANEL METER. 2. SLOPE GUTTER PER GRADING PLAN STANDARD FIRE HYDRANT ASSEMBLY 11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL IQUID AND THEOWNER 29 ESSARY, < R EL LC w > TO ENSURE POSITIVE DRAINAGE THE OCCURRENCE OF WIND BLOWN UTTER FROM THE PROJECT SITE. - TESTING. CONTRACTOR -IS RESPONSIBLE To NOTIFY AND COORDINATE WITH LABORATORY IN ADVANCE OF WHEN OPERATIONS WILL BE�PERFORMED. INITIAL TESTING SHALL BE PAID FOR BY THE OWNER. FAILED TESTS AND C30> PROPOSED SITE LIGHTING CONDUIT (2-1" PVC CHEDULE 40) WITH PULL STRING, STUB UP INTO LIGHT POLE 12. RIOR TO JOB CLOSEOUT. A SET F RE -I UNIFIED. WtAL 0 * 7AS-bUILT' CONSTRUCTION"PLANS MUST, BE SUBMITTED To THE -'OWNER tsis SHALL BE -PAID FOR BY THE CONTRACTOR. WORK WILL NOT BE ACCEEIMLE FOR EffldENT WM10 DATE CONTRACMIR TO SUIBMTT A SET OF "RED UNE" PASSED I= RESULTS COPIES -OF RESULTS TO BE DELIVERED TO OWNER AND KLING ENGINEERING BASES & CONNECT TO ELECTRIC F kNEL EXACT ROUTE & CONDUIT SIZE TO BE AS PER OWNER'S LIGHTING STANDARD DETAIL FORME. ENTIRE PROJECT.. IT IS THE RESPONSIBIUTY:OF THE -SURVEYING. 9 CONSULTANT. CYn' OF NtYAN 7 k 1A T- JAN. 200 Wl-02' srrE/cONSTRUdlION PLANS SH OWING THE AS -BUILT CONDITIONS AT:LEAST ONII PRIOR TO JOB CLOSEOUT. =NOLIT.HIC CONCRETE SPILL CURB SECTIO,N SUB -GRADE- MATERIAL- OPTIMUM mOfSTURE/DENSrrY RELATIONSHIP �70 BE DETERMINED AT RATE OF ONE 71 Aft AS -BUILT DRAWINGS TO INCLUDE ALL PIPING, PAVING AND ANY OBSTRUCTIONS ENCOUNTERED OR INSTALLED. SAMPLE PER MATERIAC ENCOUNTERED. IN PLACE DENSITY & MOISTURE CONTENT TESTS LIGHT P01'E. NOT TO SCALE DURING CONSTRUCTION. TO BE TAKEN AT A C31*"> RELOCATED SALVAGED I RATE'OF 1 (MINIMUM) FOR EVERY 2.50 SY FOR EACH 6' OF. COMPACTED THICKNESS. 13, MINIMUM BURY FOR UTILITIES. PROPOSED 81TE LIGHT POLE, SINGUE COBRA; HV� 32 D LAMP FIXTURE, CONCRETE' BASE TO EXTEND 36", ABOVE LIME STABILIZATION: A'UME SERIES SHALL BE -RUN To DETERMINE THE EXACT AMOUNT OF LIME TO BE 'SUDDENUNK VERIZON. 2' BURY whi C -FIXTURE, CONCRETE BA�� TO EXTEND 36" ABOVE U" .,UNDERGROUND PRIMARY ELECTRIC LINE 4' BURY CHEMICALLY STABILIZED SUB-GRADF- IN-PLACE DENSITY MOISTURE CONTENT IESM TO BE TAKEN AT A <33 FyROPOSED SITE IGHT POLE Do EILE COBR�A HE LAMP IEL UNDERGROUND ELECTRIC SERVICE - 2' BURY , . .. I- . I 6"OFCOMPACTED THICKNESS, BY OWNER. TL 1/4-R PROVIDE GATE LOCK/BOX ASSEMBLY STEEL PIPE BRACKET & SLEEVE SUDDENUNK FIBER OPTIC 4' BURY, ADDED TO THE SUBGRADE PRIOR M COMMENCEMENT OF UME-STABIUZA ON. FINISHED GRADE, POLE & FIXTURE TO BE StLE D BY OWNER. 3' BURY RATt'.OF l(MINIMUM) FOR EVERY.250 SY FOR EACH EC D GAS 3'; FINISHED. GRADE, POLE FIXTURE TO BE SEL 6.4 Y WATER EL FINISHED�GRADING: CONTRACTOR"To GRADE To 6 BELOW FIII GRADES IN ALL AREAS TO BE -ALL AREAS, ARE to BE NEATLY GRADED TO DRAIN. SPREAD AT LEAST 6- OF TOP SOIL. DISK AND ��-<36>NOT.USED. REVEGETATED. 12� 3 HYDROMIULCH FOR PERMANENT VEGETATION. ASSURE POSITIVE DRAINAGE ACROSS EN11RE SITE AND ALL REGRADED SITE SPECIFIC NOTES GRASSED AREAS. VEBIZgb 0 0 -ON THE GROUND.SURVEY. 31, - 1 -THE EXISTING GROUND. MPOGRAPHY SHOWN INlHESE PLANS IS BASED ON: AN �17 CONDUCTED IN OCTOBER. 2011 (E14SIS OF. ELEvATION-C(TY OF COLLEGE ATION GPS ONUM AnoN) PR R TO CONTACT. BRENDA VAJDAq (979-6, 2 ST M ENT 10 PAVEMENT,NOTES VERIZON 1770) ..CLEARING & GRUBBING OF THE: CONSTRUC71ON AREA. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT FOR EXACT CONDUIT REQ.11REMENTS COORDINATION. T DETERMINE THE IMPACT. IF ANY, -CLEARING WlQ_ HAVE ON THE DESIGN SHOWN HEREON. THE CONTRACTOR MUST ROLL GATE WHEEL ASSEMBLY .1. CONCRETE SHALL BE 40QO PSI, 28 DAY STRENGTH PORTLAND CEMENT CONCRETE. TEST -DEBRIS (CONCRETE; ASPHALT BUILDING: -IONS TREE ROOTS -ORGANIC 3. INSURE THAT ALL SUBSURFACE . FOUNDAT SHALL BE TAKEN 1 SET OF 3 CYLINDERS MATERIAL ETC.) HAVE BEEN -dompf_iI REMOVED. PII CTURE At PER. 100 cy OF CONCRETE PLACED OR A MINIMUM OF I SET OF 3 Lu .4 <.37 EXISTING VERIZON COMMUNICATIONS CABINET� ME. OF POUR. ETATjON OPERATIONS, CONTRACTOR TO SPREAD/REPLAPE 2. CONTRACTOR SHALL EXCLUDE,tRAMC. ES AND 2. PRIOR To REVEG AND CONSOLIDATE TOPSOIL TO A FROM CONCRETE PAVEMENT BY MEANS OF BARRICAD CONSTRUCTION TRAFFIC SHALL BE EXCLUDED <.38 EXISTING UNDERGROUND VER ON o =#4 BARS DEPTH OF 6 SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. - lz UNTIL CONCRETE HAS REACHED DESIGN STRENGTH. 0 =3/4" X 18". SMOOTH EXPANSION DOWELS 1. STEEL PIPE TUBINGTO BE OF SAME DIAMETER & THICKNESS AS EXISTING DOUGLASS -3. ALL DISTURBED AREAS ARE To -HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW QH IF WITHIN/ADJACENT 3. Co < 39 > EXISTING VERIZON PEDISTAL NTRACMR SHALL PAINT STRIPING FOR THE PARKING AREA AS INDICATED ON THE PLAN. THE NISSAN PIPE FENCE. To LANDSCAPE AREAS -PER THE LANDSCAPE PLAN. ONTRACTOR- IS RESPONS18LE FOR WATERING, MAINTENANCE SCUD LINE REPRESENTSA 4- WIDE,SOUD WHITE LINE To BE PAINTED. CONTRACTOR IS RESPONSIBLE 'AND ESTABUSHMENT..OF GRASS. FOR A PERIOD OF 90 DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL To PAINT HANDICAP MARKINGS AND. LOADING . ZONES IN CONFORMANCE WITH NOTE: 2. BRACKETS, SLEEVES, FITTINGS, ETC. To BE WELDED TO PIPE FENCING & GATE GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS. �GROWlli AND COVERAGE SHALL BE DEFINED AS 95% OF STANDARDS AND ALL FIRE ANE MARKINGS IN CURRENT ADA/TAS N -COMMUNICATI13111QS, CONDUIT� (1 4" SCHEDULE�40 PVC) WITH PULL. STRING AT 2' BURY 7 - ACCORDANCE ITH CITY OF COLLEGE STATION - 1 EXPANSION JOINTS -IN CURB & GUTTER SHALL BE THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1' IN EWITH NO BARE SPOTS 3. STEEL PIPE TUBING FOR FENCE & APPURTENANCES TO BE PAINTED WHITE. GRE EO . UIREME11M. BELOW* FINISHED GRADE. CAP. AND 1AARK ENDS ITH 4" PVC PAINTED ORANGE EXTENDING 4' ABOVE FINISHED SPACED AT A MAXIMUM DISTANCE OF* 50' APART -ATER THAN 2 SQUARE FEE. SECOND APPLICATION OF HYDROMULCH IS REQUIRED FOR BARE SPOTS NOT ORA]DE. MEETING COVERAGE REQUIREMENT WITHIN 60% DAYS OF INITIAL APPLICATION. AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. .4. MATERIAL AND METHODS FOR.PNVEMENT MARKINGS SHALL.CONFORM To TIEM 666, OF THE _TxDOT STANDARD SPECIFICA71ONS FOR CONSTRUCTION OF HIGHWAYS, STREETS. AND' BRIDGES, WITH THE 4. ALL DISTURBED AREAS NOT To BE PAVED ARE M.BE PREPARED AND HYDROMULCH SEEDED FOR.PERMANENT USED. 2, SLOPE GUTTER PER GRADING PLAN PIPE FENCE GATE CONCEPTUAL DETAIL FOLLOWING EXCEPTIONS. l) TYPE If MARKING MATERIALS NEED -NOT BE PURCHASED FROM THE C41 _NOT TO ENSURE -POSITIVE DRAINAGE NOT TO SCALE ESTABLISHMENT OF VEGETATION. PRIOR M HYDROMULCH OPERATIONS, CONTRACTOR TO REPLACE AND CONSOLIDATE -DEPARTMENT, AND 2.) GLASS BEADS MAY BEQM.17TED. MARKING MATERIAL SHALL BE TYPE 11 TOPSOIL To A. DEPTH OF 6*. TOPSOIL. To BE DISKED To A DEPTH Or 4" PRIOR To SEEDING. 614AL GRADES -WrTH PAINT -TYPE MATERIAL- SIDD ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE SEED MIX: 0'21 111 OF HRISTOPHE Z GOOTEE 9-595-2429) 0 4' FROM SWEEPING 90' COOL SEASON GRASS SEEDING MIX: TALL FESCUE 0 4 111 Or PORE LIVE MONOLITHIC CONCRETE CURB & GUTTER SECTION TOP OF -SEND, EXTE14D TION. C�Nff j 2­4� FROM' PURE LIVE SEED: WHEAT'(RED, WINTER) 0 30 111 OF PURE LIVE SEED CONTACT FOR EXACT CONDUIT REQ.IIREMENTSS, COORDINA POLE BASE NOT TO SCALE I I I 1 11 . - OR WARM SEASON GRASS SEEDING MIX. EEN SPRAINGLIETOP 0 1.1, -SEED; UNE. BERMUDAGRASS 0 1.5 i .1 . 1I OF PURE UVE 1I bF: PURE LIVE SEED <44 EXISTING UNDERGROUND FIBER OPT 36* FROM 1. REINFORCING STEEL To BE #3� FERTIUZII 3� 1 -2 -RATIO FERTILIZER W/ SULFUR & TRACE, ELEMENTS .0 350'� III PER -ACRE EXISTING UNDERGROUND TELEVISIO1`11 CABLE. FINISHED GRADE SPIRAL WITH 4' PITCH AND (6) #8 5, TENNANT/END USER SHALL. MAINTAJN EROSION CRETE CURB REBAR. CONTROL UN11L ALL LANDSCAPE AREAS AREA ESTABLISHED. 'FROM LANDSCAPING MATERIALS. MULC EXISTINGJELEVISIoN CABLE PEDESTAL CONVERT TO TRAFFIC. GRADE VAULT INSTALLED FLUSH WITH 'FINISHED TENNW/END USER IS RESPONSIBLE FOR CLEANUP H OR LANDSCAPE -CLEAR FINISHED GRADE 2. 4. 1-1/4- SEDIMENT TRANSPORT THAT MAY_�QCCUR AFTER LANDSCAPE INSTALLATION. GRADES. #4 BAR, 2 ANCHOR BOLT'6'-6" CONCRETE. CAL LONG WITH 4* PROJECTION FROM R66illsfd OR PLAN SHOWN IN CIVIL <� PROPOSED SUDDENLINK �CAB N UIT (2" SCHEDULE 40 PVC) -WITH PULL STRING AT 2' BURY BELOW FINISHED 11.5" RAD. IN THE EVENT.ELECTRI PLANS DIFFERS ROM HAT SHOWN ON LE CO ELECTRICAL PLANS. ELECTRICAL PLANS. SHALL GOVERN. GRADES. CAP AND MARK ENDS WIT14 PVC PAI 4ED ORANGE AND EXTENDING 4", ABOVE GRADE. THREAD, MP - GUTTER SEAL-. 3. ANCHOR BOLT. 6 CONTRACTOR SHALL COORDINATE WITH COLL'EG'E. STATION U-AUTIES"(CSU). MjDDENUNKj & VERIZON FOR EXACT 11 , . - I I . __> NOT USED. 2* TO BE GALVANIZED 48 <50 DESIGN & SERVICE LINE INSTAULAITONS. < 8. THE COINITRACTOR IS RESPONSIBLE FOR. COORDINATING INSTALLATION or- ALL PRivArE unaws AND FRANCHISE EXISTING 4. ANCHOR BOLT To BE A-325, "ANCHOR WCT14 2 NUTS AND 2 SQUARE UTILITIES WITH EARTHWORK &. PAVEMENT CONSTRUCTION. CONTRACTOR, IS RESPONSIBLE FOR DETERMINING TIVIVIT EvIl E WASHERS BOLT NECESSITY. FURNISHING & INSTALLING ANY. NECESSARY UTILITY, LIGHTING OR IRpjGAnON'CoNDUfr OR SLEEVES 12- 10 FO R �F JION OF .1 TION & PAVING OPERATION. CONTRACTORAS RESPONSIBLE, FOR DETERmINA <51 > EXISTING GAS LINE. 5. (6) #8 VERTICAL REBAR EXTENDING . ............. . UNDISTURBED OR . .. I PL 6-08 DISTRIBUTED RADIALLY, UTILITY INSTALLATION ORDER MARK ALL 'UILITY.�STUB-OUTS AND CONDUIT EIsIDS­WlTlH 4* PAINTED GRADE. COMPACTED COMPACTED SUBGRADE 4! ABOVE FINISHED CE C2 REaWAR <52 > EXISTING CONCRETE DRIVE. c 6. ALL, CONCRETE TO BE 3,00 S. CONTRACTOR SHALL REFER TO OWNEO'S ELECTRICII ELECTRICAL PLANS FOR FINAL I'Y�PES & LOCATIONS OF GIRLENSTREAK RETROFIT' 2r MIN. PSI CLASS -A. <53> EXISTING CONCRETE CURB. NAR 16 2012 ........ CLEARANCE ALL SITE LIGHTING LOCATIONS AND CONDUIT ROUTING.. CONTRACTOR TO FUII INSTALL ALL EL"ENTS 6F 6' -v LFRED !A. SITE LIGHTING AND -RUN ALL NECESSARY ELECTRICAL. -CONDurr, - WIRES, ETC. SO lHAT THE LIGHTS ARE WATERSTOP 609. (INSTALL 7. INSTALL 5/8- GROUND ROD 8' . I i V .................... ........... OPERATIONAL 2 TI RKING. OIL E E STATION -PER MFR INSTRUCTIONS) DEEP. <54 > .1o. coNmaroR SHALL- F7URNISH INSTALL ALL. ELEMENTS OF SITE IRRIGATION SYSTEM AND RUN,ALL NECESSARY E INLET'WITH 0131+N BACK.' t 8. OWNER To PROVIDE INEERING CONDUIT, PIPING, WIRES. ETC So THAT HE IRRIGATION. SYSTEM IS OPERATIONAL- IRRIGATION PLAN TO BE BY. MANUFACTURER'S SPECIFICATIONS OTHERS. L3. BARRIER CURB FOR BOLT PATTERN 11. ALL CONDII INSTALLED WITHIII To BE PAVED SHALL HAVE TRENCHES HACKFILLED WITH -CEMENT <56 EXISTING 24" RCP STORM SEWER. NOT TO.SCALE STABLIZED SAND. WHERE.CEMENT STABILIZED SAND IS REOUIRII CEMENT' STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE BASED ON LOOSE DRY WEIGHT ISTI VEWAY - To BE DEMOLIS'ED, RE -SITE. LIGHT POLE BASE - 25' POLE- VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIMRE). MOVED AND DISPOSED OF OFF Not M SCALE -CONCRETE CL RB AND GUTTER, SIDEWALK. OR BUILDING FOUNDAT10N REMOVE AND <58 > PREVIOUSLY EXISTING I IjIfflj tDISPOSE OF OFF-SITE. SAWCUT ALON G THIS LINE REMOVE & TATION. 1+68.90 EXISTING- F RVICE S IRE HYDRANT EXISTING IRRIGATION &/OR DOMESTIC $E CU ASSEMBLY. REMOVE & SA COMPONENTS TO BE RELOCATED & EXISTING HMAC PAVEMENT REMOV AND DISPOSE OF OFF-SITE. <59 > PREVIOUSLY DISPOSE OF RB/CONC, PROVIDE TO -INCLUDE GATE VALVE. INSTALL E IED.TO ACC6 MMODATE EXPANSION JOINT DETAIL LOT IIR 'WATER SERVICE. ED CONCRETIE PAVEMENT. JOINT MAT'L DOMESTIC 8"X 6" D.I., M.J. TEE W/ TAPPED D.I., , M.J. 'CAP _0 H NEW CONC. P-VMT, NOA N 8" RUN APPROX 3' FROM BACK OF 1 6 If I I - BAR AS SHOWN AT L 18" EXTEND IRRIGATION SYSTEM TO LOT IIR < 61'> IC STANDARD C ER. EXIST. PVMT. 0 z V) THICKENED PAVEMENT C., B.W. 2" CLEAR 6- f 0 L2 DEPRESS 1 1/2- AT NORMAL E: uj GUTTER FLOWLINE LOCATION THIC SPILL. CURB APPROACH <62b�> _w PROPOSED BARRIER CURB WITH- WATERSTOP (GREiNSTREAK RETROFIT WATERSTOP 581) .0 12" 6" THICK REINF. 4 w U) 0 uj 0 CONCRETE PAVEMENT --HMAC PAff a EXISTING 8" WATERLINE,,--' PROPOSED 6" REINFORCED.CONIC -MONOLITHIC WITH PAVEMENT ?7 - SMOOTH BAR DOWEL,3/4"X18" I SCALE: =10'. �OUGH ISLAND CLS . - I EXISTING .5" 6 r BASE 8" O.C. W/ STOP* CAP & IROPOSED 10' WIDE 4" RE FOLC 20 WATERUNE EASEMENT LUME. WITH C �#4 STABILIZED OILED W1 STD� NO. 40 SAE. NS All WATER SERVICE -L AT IN R I CONCRETE URB WALLS. w VOL. 1292,, PG. 209 2' CII SUBGRADE OL ol .1 TAPPED -D.I., M.J. CAP AND .1 1/2 65 PROPOSED REINFORCED CONCRETE,cURB TO MAT,H EXISTING TXDOT TY E 11 CURBING. COMPACTED 6- 1 WATER METER. INSTALL WATER SERVICE 9* - - - 6 w E J - I . . . . , . <66 > PROPOSED 10" WIDE CURB BREAKI COMPACTED SUB RAD I LINE TATION ll-�68.90 REINSTALL SALVAGED c S 67, PROPOSED -ROCK REP -RAP (AVE �E IRE HYDRANT ASSEMBLY ON 6" BRANCH, PIECES). CONCRETE PAVEMENT JUNCTION At EXISTING HMAC PAVEMENT PAVEMENT JUNCTION HYDRANT LOCATION- 3.75' RT- 2' FROM . 9 ­ BACK. OF CURB. Jill <68 > PROPOSED 4" WIDE PARKING STRIPE (WHITE) 20' TYPICAL. w NOT TO SCALE NOT TO SCALE 1) CONTRACTOR IS RESPONSIBLE FOR VERIFYING I THE'LOCATION 0 Cot NECTION TO 0 < 69 PROVIDE EXPANSION. JOINTL FOR �ARRIER CURB OF ALL EXISTING UTILITIES. PRIOR M 'CONSTRUCTION'ANIJ SHAU, ......... ...... .......... .......................... .................. ................................. ....... ... 2-64.. 0 .............. .............. C3 JOINT SEAl ER TOOL 1/8- RAD. *ALONG BE RESPONSIBLEf FOR ANY.OAMAGE To EXISTING UTILITIES + + < 70 > CONNECT TO EXISTING CURB WITH E PA SION JO NIT. AS SPEC'D. PAVEMENT, LANDSCAPING, ETC. CONTRACTOR SHOULD UN&VER SCALE: NTS EXISTING WATER LINES To VERIFY LOCATION AND TYPE PRIOR TO ORDERING MATERIAL. ON 1+68.90 REINSTALL SALVAGED FIRE HYDRANT _AtSEMBLY < <71 > NEATLY SAW CUT, DEMOLISH AND I POSE OF. FF -SITE EXISTING 'REINFORCED. CONCRETE, PAVEMENTAND AAP 3/4- EXPANSION JOINT REINFORCING- AS PER 2) THE WATER LINES ANDAPIPURITENANCES SHOWN HEREON EXISTING ON 6' BRANCH. HYDRANT LOCATION -3.75'. RT- 2' FROhi R K DRAWN BY: TOOL. 1/8" RAD. ALONG THE EI/CS . ........... OFCURB MONOLITHIC CURB AND GUTTER. REINFORCING AS PER MATERIAL AS SPEC'D. DETAIL SHALL BE CONSTRUCTED IN CONFORMANCE WITH ... PAWMEW..SECTION..: ALL1/4�' DEEP . ........ ......... ............. .................... ........................ ....... ......................................................... ... 262, UNIFIED TECHNICAL SPECIFICATIONS FOR WATER (LATEST APPROVED BY: AAP, 0 DETAIL REVISION). <72> EXISTING PIPE ENCE., NOTE: TYPICAL EXPANSION JOINT, 0 R.M PROVIDE' ENGINEER WITH "RED II 4* DATE: 12 50 SPACING, AND AT AH OTHER CONSTRUCTION' PLANS SHOWING 'AS EXISTING PIPE F ' ?EMOVE AND DISPOSE OF OFF SITE. REPLACE WITH 3) CONTTRACTO, -BUIII CONDITIONS AND 4 4 JOININGS WITH CONCRETE 73 PIPE RAIL FENCE ._A EQU 4 < ANY CHANGES FROM THE ORGINAL DESIGN" WITHIN 2 WEEKS OF 17 IVALENT TO EXISTING DOUGLASS ISSAN DEALERSHIP PIPE FENCE. FILE: C 1. 1 -SITE ...... ............................ .... ....... ...... ......... --- SMON-1+66:70 ..... ..... ....... ... . ............ ............. .......... ...... .................. ......................... ............ .......... ........... .......... 260.. <74 >. EXISTING CHAIN LINK FENCE. IA. INSTALL D.I., M.J. STRUCTURES. (min) COMPLETION. 1(2 X18 0 ANCHOR COUPLING SMOOTH BAR DOWEL EXPANSION CAP -INSIDE D TO BE SPOOL: D.I. PIECE AS PROPOSED PIPE FENCE EQUIVALENT EXISTING DOUGLASS NISSAN DEALERSHIP PIPE RAIL FENCE. 18" O.Ci (DOWEL TO B OILED 1/16" GREATER THAN DIA. OF.DOWEL EXISTING 8" DIP .,<75 WAMRU4CLASS'52) NECESSARY NOTE W/ STD NO. 40 SAE GRADE) & EXTEND 1/2 LENGTH OF DOWEL E SHqET ...................... ........ ............... .............. .................. TYPICAL CONTRACTION JOINT, 6 10'xlO' SPACING. ........................ ........................ ............. ................ ................... �76 PROPOSED PIPE FENCE GATE WITH� f !RE KNOX BOX EQUIVALENT TO EXISTING DOUGLASS NISSAN DEAI ERSHIP ............ I ............. .............................. . .... ... 25a.. MATERIALS:. RANCE PIPE FENCE GATE, ENT INSTALL 1 1/2* WATER SERVICE AT TAPPED D.I., M.J. ']CAP AND Ar EJT. FILLER TO BE "SEAL-hGHT- FIBRE EXPANSION JOINT FILLER! 1/2- WATER METER. INSTALL WATER SERVICE LINE : <-77-'> PROPOSED PIPE FENCE GATE, 0 -HI-SPEC OR SOF-SEAL" EJT. SEALANT TO BE "SEALTIGHT-#164, 0.07. CL NJ HOT APPLIED SEALANT - BOTH AS MFD. BY W�R. MEADOWS, INC. ........ ............ ........... ............ ....... .......... ....... ..................... .......................... ........................ ....... ....... .. DING SIGN'- VIAXIMUM'75 SQUARE. FEET AT 35' ABOVE STATE ......... ................... . .................. ....... ...... .... 256.. HIGHWAY NO. 6 GATIO R DOMESTIC SERVICE COMPONEtp TO STATION j W68 t9 II FIRE WDRAW ASSEMBLY. RgLAOVE OF i 2 SIGN TO BE PERMITTED SEPARATELY.. INT JEJT)' lEXIS7ING, IRRI 0 ME NORTHBOUND FRONTAGE R.. ELEVATION. NOT -TO SCALE EXPANSION JO BE RELO LD & tR0000NINECTED AS NEEDED TO ACCOMMODATE SALVAGE �ASSEMBLY MANCLUDE GATE VAII INSTALL -OUT AREA - AREA TO BE OVER -lR WATER SERVICE: 'TAPPED D.I., M.J. CAP 014 87 RON DOMESTIC. LOT I NOT TO SCA :8"X6* D.L. WJ. TEE W C79 > -EXCAVATED AND LE FROM BACK OF CURB. WASH WASTE. MATERIAL REMOVED AND DISPOSED OF -APPROX. 3 FILL AR -SITE UPON PROJECT CLOSEOUT1 EA BACK TO PLAN GRADEj EXISTING GROUND. OFF, AR L 6. t uj U) R DF R W 0 IANCE] 7 n LUL.AIEU-AF'NKUXIMAILLY ON IHL tAbl NUL Ur SHb NUt H OF CONSTRUCTION AREA AS SHOWN ON PLAN. REINFORCE SILT FENCE .HAY BALE CHECK rUrt wuKulNAUNU w1IH tAt.1UlY UWNEtiS. C.ONiRACIOFZ IS TO .VERIFY THE EXACT LOCATION AND, 3. 1�IE APPROACH SMONS SHOULD BE No. STEEPER THAN 6:t AND CONSTRUCTED AS DIRECTED BY THE , THE HEIGHT- OF THE DEVICE OR STRUCTURE. •,, : r v BOUND -FRONTAGE ROAD" 1005 EARL RUDDER FRWY S. COLLEGE STATION VERTICAL POSITIONING OF ALL . PIPELINES EXiSTING UTILITIES ,AND SERVICE LINES WITHIN THE PROJECT ENGINEER. STRUCTURE AT PAVEMENT OUTFALL FLUME LOCATION. OLi. .. AREA --WHETHER SHOWN ON THE PLANS OR NOT.. AT. LEAST -48 48 HOURS PRI T C 'BRAZOS COUNTY, TEXAS. LEAS PRIOR O CONSTRUCTION. 4. lE CONSTRUCTION IT FOUNDATION COURSE SHALL BE FLEXIBLE BITUMINOUS CONCRETE. ENGIN IF SEDIMENT ESCAPES FROM THE. AREA, ACCUMULATIONSU BASE. FTE, PORnAND R' SITE EA,M ST BE REMOVED AT A FREQUENCY TO CO ALTO I • p NTR R _S TO MAINTAIN' STRUCTURAL: INTEGRITY* OF ALL PIPELINES ELECTRIC TRANSMISSION POLES cnm .Nr, OR OTHER MA RwL AS APPROVED 8Y ENGINEER. EI. ALL EROSION CONTROL DEVICES ARE TO BE MAINTAINED UNTIL ESTABLISHMENT OF GRASS- OCCURS, i�� p MINIMIZE FURTHER NEGATIVE EFFECTS, AND WHENEVER FEASIBLE, PRIOR TO THE NEXT RAIN -EVENT. ' ;� AND ONES, PERMANENT AND TEMPORARY .UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE -14E LATITUDE. ' N 3d 3$ � � 5. coNSTRUC:TiON IT FOUNDATION SHALL BE GRADED TO ALLOW.: DRNNAGE To A SEDIMENT TRAPPING D DONE TO EXISTING UTILITY FACILITIES,, PAVEMENT, ETC. AS .A RESULT_ OF CONSTRUCTION ACTIVITIES. ED ENT DEVICE ,, ,. , " _ PERMANENT STORM WATER CONTROLS:. - _. .- LONGiTUDE: W ;96 18 24 STABILIZATION PRACTICES. r; 8. 1 IE GUIDELINES S N HEREON ARE SUGGESTIONS AN Y STORM WATER WILL DRAIN DIRECTLY INTO THE CARTERS CREEK VIA OVERLAND FLOW UNDEVELOPED - o MAY BE MODIFIED BY THE ENGINEER- TOTAL SiTE AREA .IS. -1.46 ACRES TEMPORARY STABILIZATION. ALL STOCK PILED AND OTHER DISTURBEDAREASWHERE CONSTRUCTION ( ' 2. CONTRACTOR TO CONTACT ,DIG-TESS TE 11 '800-344-8377 6 URS PRIOR a PORTION OF THE LOT AND THE EXISTING 24" RCP CULVERT ADJACENT TO THE DEVELOPMENT.. (TEXAS .$ ) 9 HOTO <..a TOTAL AREA OF SITE EXPECTED TO BE ' DISTURBED.. 0.876 ACRES ACTIVITIES TEMPORARILY CEASE FOR AT LEAST 21 DAYS WILL BE SEEDED FOR STABILIZATION NO LATER. ) - CONSTRUCTION. SPECIFIC ATTENTION SHOULD; BE PAID 'TO `FRANCHISE UTILITIES, VERIZON; ATMOS GAS, 'i)KJ O7 7`Yfm 'I CONBTR-PO{11 EN7�/EXIT I THAN 14 DAYS FROM THE LAST CONSTRUCTION.: ACTNITY IN THAT AREA ON-SITE DETENTION IS NOT REQUIRED,, 11f� l,1f��,�.�. - , SUDDENLINK, ETC:: SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED CONSTRUCTION AND ANRM TOM= EXISTING SITE CONDITIONS. - 0» EXISTING UTILITY, CQNTAGT.:KLING..ENGINEERING &SURVEYING AT LEAST'48 HOURS PRIOR TO , PERMANENT STABILIZATION. ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY OTHER. CONTROLS. , LANA USE, VACANT CONSTRUCTION: - AL B OR U OFFSITE VEHICLE TRACKING. 1 LAND COVER. GRASSED (POOR CONDiTiON) W/ FEW TREES, POSSIBLE CEASE SHALL E SODDED HYDROMULCH SEEDED AS PER PLAN FOR PERMANENT EROSION -.- KY , CONTROL NO LATER THAN 14. DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN ACCORDANCE WITH CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ONTO ANY 3. A DISTURBED - ALL . RBED AREAS: NOT TO BE PAVED ARE TO HAVE .ESTABLISHMENT OF GRASS. A5 OUTLINED IN PREVIOUSLY DEM - OD PAVED AREAS ENCOMPASSING APPROXIMATELY 0.55 AC PUBLIC OR PRIVATE STREETS OR LANDS AND IS RESPONSIBLE FOR CLEANUP AFTER EACH DAYS .WORK: - :. TXDOT. 162/164. PRIOR TO FINAL REVEGETATION, CONTRACTOR IS TO REPLACE TOPSOIL TO A .DEPTH THE DESCRIPTION -OF CONTROLS STABILIZATION PRACTICES .NOTES: ` AVERAGE GROUND SLOPE. 2%: < ,. >. INSTALL ROCK CONSTRUCTION ENTRANCE AS INDICATED WiTH CURB .PROTECTION. CONTRACTOR IS u - OF 6". TOPSOIL IS TO BE DISKED TO A DEPTH OF AT LEAST 4 AND LIGHTLY COMPACTED. R SCS CURVE 'NUMBER: $$ RESPONSIBLE TO RESTORE ANY DAMAGE DONE TO EXISTING STRE V T I F EiS, PA EMEN OR N RASTRUCTURE: - � 4::.CONTRACTOR IS "TO `..MAINTAIN EROSION -CONTROL THROUGHOUT -DURATION OF THE PROJECT AND R71F'1 A71 D RESPONSIBLEpAR RATIONAL `ACS FACTOR: U:3$' _ �f..,f„ _ RE VEGETATION AND VEGETATION OPTIONS. p UNTIL VEGETATION-iS ESTABLISHED. SEDIMENT IS. NOT TRANSPORTED DOWNSTREAM FROM � WASTE .MATERIAt.S. _ car RECEIVING WATERS. CARTERS GREEK o HYDROMULCH. GRASS SEED MIX TO BE AS SPECIFIED BELOW. PRIOR TO HYDROMULCH OPERATIONS, PROJECT A AY BA SILT -FEN - A TO BECOME 1h H LES,. CE, , OR OTHER BMP INSTALLATIONS: IF EXCESSIVE EROSION OR , " ALL WASTE MATERIALS ARE EC ME PROPERTY OF THE CONTRACTOR AND ARE. TO BE REMOVED � o: CONTRACTOR CTOR TO REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6 INCLUDING WITHIN DITCH _ SEDIMENT TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL EROSION CONTROLS. .SHALL BE CERTifiCATiON OF COMPLIANCE WITH � c� SOIL INFORMATION:cn AND DISPOSED OF OFF-SITE. NO ON-SITE BURYING OF WASTE MATERIALS {S ALLOWED. AT THE END SECTIONS. FINAL GRADES' WITH ESTABLISHED VEGETATION SHALL BE AS SHOWN ON PLANS. INSTALLED BY E : CONTRACTOR: �1 OF EACH WORKING DAY THE CONTRACTOR SHALL. GATHER AND COLLECT ALL RUBBISH AND DEBRIS THE FEDERAL, : TATE,: AND LOCAL REGULATIONS w S F F ANY LOAM, TOPSOILS AND SANDY CLAYS B OILS CONSIST O INE S D L A P HYDROMULCH TO BE INSTALLED PER TxDOT ITEM T64, try o - - AND STORE. IN AN ACCEPTABLE MANNER .WHICH PREVENTS MATERIALS FROM BEING BLOWN -0R 5 - CONTRACT HA _OR SHAH NOT ALLOW SEDIMENT TO ENTER. THE DOWNSTREAM CULVERT, STORM SEWER OR OTHERWISE REDISTRIBUTED ACROSS THE SiTE OR ADJACENT- LANDS OR WATER _COURSES. THIS EROSION CONTROL AND STORM WATER P LLunoN PR. ON PLAN HAS BEEN PREPARED. IN ACCORDANCE wlrH CURRENT. SEED. MIX: SUMMER - HULLED COMMON BERMUDA GRASS MIN. 85% PURE LIVE SEED C� 90 Ibs.. PER N ( CITY CHANNEL AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF DOWNSTREAM AREAS AND . OF COLLEGE STATION. DRAINAGE POLICY, F COLLEGE: STATIN STORM WATER POLLUTION PREVENTION POLICY EPA REQUIREMENTS �. °Y -PROPOSED CONDITIONS: ACRE: RESTORING TO. CONDITION,- INCLUDING ESTABLISHMENT OF REVEGETATfON SHOULD FOR STORM WA DISCHARGES w ...; - HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED. OF AS PER LOCAL OR - � TERASSOCIATED ITFI- coNSTF,UCTIO ACTIVITY UNDER A NPDEs GENERAL PERMIT, USACE 33 CFR, & . _ - - LAND-USE:.AUTO SALES LOT WITH ASSOCIATED DRIVE AISLES &LANDSCAPING CONSTRUCTION SEDIMENT BE FOUND- OUTSIDE THE LIMITS OF CONSTRUCTION. SECTION 404 of THE CLEAN WATER ACT & cAs .POLLUTANT HARGE EUMINATION SYSTEM TPDES GENERAL PERMIT No. STATE REGULATIONS AND IN ACCORDANCE WITH. MFRS SPECIFICATIONS. ) SCS :CURVE NUMBER: 90 WINTER - UNHULLED COMMON BERMUDA GRASS, MIN. 85% PURE LIVE SEED 90 lbs. PER TXRtsooflo ns ADMINISTERED BY THE TEXAS MMISSK3N DN ENVIRONMENTAL DUALITY EQ . 1000 SF. ANNUAL R GRAS IN. 85% PURE LIVE SEED 0 180 1 aO - : A T 0.48 YE S M bs PER -ACRE. . 6..CONSTRUCTION EXITS AND ASSOCIATED SEDIMENT TRAPS ARE TO BE CLEANED REGULARLY, p. RATIONAL . C FAC OR. - :TIMING OF CONTROLS/MEASURES : - (TCEO). - > INSTALL PERIMETER SILT FENCING &-HAYBALES CONTRACTOR' TO INSURE •NO. MUD IS:. TRACKED ON TO EXISTING PRIVATE, CITY OR, STATE ROADWAYS. IF NON -STORM WATER DISCHARGES: =NONE EXPEUT - , _ FERTILIZER..3 1 2 RATIO FERTILIZER W/ SULFUR &TRACE ELEMENTS ®350 lbs PER ACRE. _ TRACKING OCCURS, CONTRACTOR. IS TO INSURE THAT MUD IS NOT ALLOWED TO REMAIN BEYOND THE NATURE OF ACTIVITIES. > INSTALL ROCK CONSTRUCTION ENTRANCE END OF EACH "W RK DAY. - Q MAIN TENAtUGE INSPECTION PROCEDURES � CLEANING :& GRUBBING, UTILITY INSTALLATION, EARTHWORK. & SITE > DISTURBED AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS / �s HYDROMULCH TO BE EXCEL FIBERMULCH 11 W TACKIFIER - APPLICATION RATE OF 2500 LBS ACRE: CONSTRUCTION -: / / ARE TO BE STABILIZED WITH HYDROMULCH SEEDING OR BROADCAST SEEDING , AS PER PLAN N0 ( ). 7. `SEDIMENT IS TO E CLEANED FROM GRASS SEED AND FERTILIZER INCORPORATED INTO SLURRY. B FR _ SILT FENCING .OR OTHER SEDIMENT CONTROL DEVICES WHEN '• "'' - TRT OM THELAST--CONSTRUCTION TTY EROSION -AND .SEDIMENT CONTROL INSPECTION AND MAINTENANCE. PRACTICES: LAE THAN 14 DAYS F"R ACTIV IN THAT AREA DEPTH OF SEDIMENT REACHES -1/2. TOTAL HEIGHT OF DEVICE. CONTRACTOR IS TO -INSURE EROSION w i >ALL CONTROL MEASURES TO BE INSPECTED: CONTRACTOR A, M SEQUENCE OF ACTIVITIES. > DURING CLEARING GRADING ACTIVITIES SEDIMENT COLLECTING AT SEDIMENT CONTROL DEVICES SHALL R LEAST ONCE EVERY SEVEN: (7) CALENDER DAYS -OR- ONCE EVERY I— I_ MAINTENANCE: CONSIST F WEEDING, 1 / CONTROL DEVICES ARE CONSISTENTLY IN ANE SHALL CO S 0 EED NG, FERTIL ZING; .INSECT CONTROL, WATERING, REPLANTING, STALLED AND PROPERLY MAINTAINED. Q FOURTEEN (14) CALENDAR DAYS AND WITHIN; ENTY.FOUR (24) HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES :OR GREATER r 1. SILT FENCE INSTALLATION BE REMOVED .AS 1T REACHES 1 2 :THE 'HEIGHT- OF THE STRUCTURE. - o MOVING, MAINTAINING OF EXISTING GRADES, :AND. REPAIR OF ANY EROSION DAMAGES FOR ALL AREAS / - _ - >MAINTAIN' RECORDS AND RETORTS ACCORDING TO A COP�ISTRU TION pr - EP GENERAL PERMIT CHECKWST. 2.. CONSTRUCTION ENTRANCE INSTALLATION > ALL DISTURBED: AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE -WHERE SEEDING AND MULCHING WORK IS COMPLETED. MAINTENANCE 70 BE CONDUCTED DURING THE H 8. PRIOR TO ..FINAL COMPLETION, STORM SEWERS, :.CULVERTS &PAVEMENT ARE TO BE CLEANED- OF >A,u MEASURES SHALL 8E MAINTAINED I EA IN Goa WORKING DRDF WITH REPAIR .BEING INITIATED WITHIN` 24 HOURS OF .REPORT. 3, ;HAYBALE INSTALLATION HYDROMULCH SEEDED OR BROADCAST SEEDED AS PER PLAN FOR PERMANENT 'EROSION CONTROL PLANTING PERIOD THRU 90 DAYS AFTER THE WORK IS COMPLETED INSPECTED AND APPROVED BY THE ( ) T O DEBRIS AND SEDIMENT TATK RI N l - >BUILT . UP SEDIMENT SHALL BE REMOVED FRO CHECK STRUCi RES AND SILT FENCE WHEN iT HAS REACHED THE HEIGHT OF THE - ✓ 4. CLEAR & :GRUB :AREA, ENGINEER AND OWNER. NO LATER THAN 14 DAYS FROM THE ` LAST CONSTRUCTION ACTIVITY. SCALE; 1 "'— 20 .. - _ _ .:. STRUCTURE. _ I 00 0 U LI ES - _ 5 iN5TALLATI N OF TiLtTY N 9. N0 PORTION 'QF THE TRACT -LIES WITHIN THE 100 YR FLOODPLAIN ACCORDING TO THE .FLOOD >sILT FENCE AND HAY BALES To 8E INSPEC FOR'PROPER.I srAlinnoN AND -THAT N I -. HA 0 PIPING OR UNDERMINING IS OCCURRING.. : t r i _ DRAWN BY: 1 AAP CONTRACTOR T INSPECTION OF CONTROLS. INSURANCE T >TEMPORARY SEEDING TO BE INSPECTED EOR ARE SPOTS, :WA'a OUTS AND COVERAGE RE- S. BEGIN. EARTHWORK GUARANTEE. 0 TRAC OR IS RESPONSIBLE FOR WATERING,. MAINTENANCE AND ESTABLISHMENT OF RA E MAP :FOR, BRAZOS .COUNTY,. TEXAS AND INCORPORATED -AREAS, COMMUNITY N0. '><► E SEED. AS NECESSARY PERMANENT HYDROMULCH SEEDING & SODDIN TO BE INS. EC PER GUARANTEE. : IN THE EVENT OF .FLOODING. OR OTHER .UNCONTROLLABLE SITUATIONS. WHICH PROHIBIT ACCESS TO THE 'P �- _ .., 7, ;HYDROMULCH ALL AREAS .NOT TO BE PAVED :DURING CURRENT GRASS FOR A PERIOD OF 90 DAYS AFTER FINAL REVEGETATiON APPLICATION FOR PERMANENT EROSION _. 480083, PANEL N0. 0142 C, MAP N0. 48041C0142 C. THE OUTPUT DATA FOR THE EFFECTIVE FLOOD.. : , -o� - - INSPECTION SITES INSPECTIONS MUST BE CONDUCTED AS SOON AS ACCESS IS PRACTICABLE.. - I S N APPROVED BY; AAP ,. SITE CONSTRUCTION CONTROL. CONTRACTOR IS TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FORA _ _ N URA CE :.STUDY: INDICATES THAT .THE FLOODPLAIN. & FLOODWAY ADJACENT TO THE SUBJECT TRACT , ti - ,. .PERIOD OF fi MONTHS. GROWTH AND.. COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA - AT THE WEST BANK F. CARTER'S. t : $. 'SITE CONSTRUCTION A 0 RTER .CREEK. THE FLOODPLAIN/FLOODWAY SHOWN IS AS PER LOMB CASE# m AT12/i20/2011 CONTRACTOR PERSONNEL FAMILIAR WITH THE SWP3 MUST INSPECT DISTURBED AREAS THAT AVE D OF VEGETATION.' REMOVE ALL TEMPORARY EROSION WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1 IN HEIGHT WITH NO BARE SPOTS GREATER H NOT 10-06-2535P: EFFECTIVE O7 20 20 1: 9. ;AFTER ESTABLISHMENT_VE / / 1 _ SIGNATURE FOR RESPONSIBLE FOR - THAN 2 SQUARE, FEET. BEEN FINALLY STABILIZED,: AREAS, USED FOR STORAGE OF MATERIALS EXPOSED TO PRECIPITATION; AND -- CONTROL (SILT -F BALES/ETC.), APPLY SECOND APPLICATION OF NAM & DATE COMPANY & ADDRESS BILE: 1 — I a STRUCTURAL CONTROLS. FOR EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE . ;_ - (NAME, Tm.E, 1 , ( ) C ..1 SWP3 'HYDROMULCH IN ALL AREAS NOT i IAVING PERMANENT GRASS' COVERAGE AS SYSTEM. SEDIMENT :& RSI ra -PROVIDE S E 0 ON CONTROL -DEVICES .MUST BE INSPECTED .TO ENSURE PROPER .- A 'SECOND PLICATION OF SPECIE DSO ` 0 HYDROMULCH ., 1 a~ DEFINED IN PIAN. S DAP iE D R H ULCH SEEDING AS PER PLAN TO , .. _ OPERATION. VE _ _HICt ENTRANCE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE I. ;:..�' _ : . - BARE AREAS NOT MEETING SPECIFlED COVERAGE TO BE PERFORMED .WITHIN- 60. DAYS OF INITIAL/ � CLEARING SEDIMENT TRACKING. - N D -IMMEDIATELY UPON NOTIFICATION BY T N T , APPUCATIO . ANHE ENGINEER 0 REPLANT.. ,. . , SHEE T - INSPECTIONS MUST C cl RECORD KEEPING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SWP3 RECORDS OF THE BE CONDUCTED AT LEAST ONCE E1/ERY` SEVEN (7),.CALENDAR DAYS OR, :ONCE,: G. EVERY: FOURTEEN 14 CALENDAR -DAY N TIN,' R 4 - . FO _ (. )S AND WITHIN TWENTY FOU (2) HOURS OF 'THE EN OFA I. 1. DATES WHEN MAJOR GRADING STORM EVENT OF 0.5 1 CHES OR GREATER. _. TEMPORARY CONTROLS & 4- q STABIUZA7i0N 2. DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY. CEASE ON A PORTION OF TIONS, 5 NECESSARY,THE SITE. THE SWP3 MUST BE MODIFIED BASED ON RESULTS. OF INSPEC TO BETTER' 3. DATES WHEN STABILIZATION MEASURES ARE INITIATEDC211. CONTROL POLLUTANTS IN RUNOFF: LREVISIONS TO THE SWP3 TO BE COMPLETED WITHIN SEVEN 7 PERMANENT STABILIZATION .....� -. .. .. :. - - CALENDAR DAYS FOLLOWiNG THE INSP CT0N IN ACCORDANCE WITH THE TPD£S GENERA PERMIT. - AT- ON )G p[/�AO1C \MCT bCVCOT ,TlTUC C\AlC]2 AMII \fA1C OCA111V A\/All AmiC 1f7lAl �C/f1C`- OF I..,'.. i SCALE: 1"=20'z z A N N w w op zW Q? -4 u N O SCALE: 1 "=20' DRAWN BY: AAP APPROVED MI: SMK DATE: 12/20/2011 FILE: GRADING PLAN 'SEWSIZE A. a nif"It mt- 'C till, 'fri, r .3 MOM CASM SPACM, ri Ak 51.0 -tS 0,.9 2.? 10.12' 6.5 2.5. 0 1.2 14.0 2.0.2.0 1.5, 0.911.5 0, -RUNNER wLiTtM 24- CARO OR G-RUNWR V1. C24"-42- VIALCASMO) SipI A LESS , 2.5 1.'5 1-2 12.2,. a.5 2 5, 6. L5 L5 03-0.8 -0.v STL. TVPE304t 8"'WW $A] W1 POLYMER cc! PROi I D, TERE 10E RS AT iom 45*J NEOPIRENi WS6LATION'SLEIEVE I BETVVI�N:pr� AMD.:.8AND- "I 2�- ".. , � ID.Ir -to t 5. . -�.. 1.5 Q.9 0.4 -i=s 0.1 0.1 MOM CASM SPACM, ri PF*MIGMLWE I P 5. r4 -RUNNER wLiTtM 24- CARO OR G-RUNWR V1. C24"-42- VIALCASMO) SipI A LESS STEEL AIYPE 3(4i jj STL. TVPE304t 8"'WW $A] W1 POLYMER cc! PROi I D, TERE 10E RS AT iom 45*J NEOPIRENi WS6LATION'SLEIEVE I BETVVI�N:pr� AMD.:.8AND- OR NON-CEN7 ;CLEM, 0 3ELL. I ". RESIPAINIED FLOIF WSULATEM - m )m JI I 4SIS POLykiER Rt*-NER tI YP) c STRUCTURAL BACKFILL OR N OR -AREA ,, 8 _ _$ 2 4 e I as co 2" 6" Pro -fife Grade Line 2 „ - .6. Prof I e Grade L ne 2 6 Prof I e. Grade Line , ..(See 1 0 ) 1. AlI materials and construction shall be �n accordance � ( See Note 1 0 > ( See Note 1 0 ) -Note with Item:SZ. '9, It Crete Curb, Gutter, and Combined 0o ur C and Gutter. b r >1c �- o . C v a� ° ct �� �� 2 to 4 ct �� �� 2 to 4 2 �� �2 � ` _ _ 2 to 4 2. Concrete she l I be`C I ass A. LL3 Permissible ° + 3 Construction Joint 3 �� Bar C 3 3. When reinforcing b rs are used,. they shall be No. 4 unless o. o• z 4- E (See- Note 1 2) — —I T T otherw se shown. 'The � use of synthetic fiber In lieu eu of steel ° i /2 T �/2 T 3" reinforcing- is acceptable, provided the fiber producer is n _.- Usua I Pavement the Depar tme nt Producer i t n d List ' (MPL) , ma n a i e by TxDOT, 0__Stee - C ru onst ctio^y Divis on ' ' a,'u - o c ( See Note 12 ) TYPE I CURB AND GUTTER 4. Round ex oseed P shor edges with a rounding n tool, to a g g , .- o (°_' TYPE I CURB (MONOLITHIC) I T H I C) TYPE I CURB` �� 4 �� H H T EIG m n i mum rad i (us of 4inch. LLQ °- 2 4 HEIGHT 2" - 4" HEIGHT 5. - A I I ex i st i n,�i curbs and driveways. to be removed sha I I be o E - sae i slowed or re -qov ed a exist i ng joints. n i ts• L E *° 8 24 o ° 8 �� : 6. Where concrete curb i s- placed on existing concrete . c cn O •- 11 " 6 2 Prof i I e Grade Line 6'' 2" Prof i I e Grade L i ne „' pavement, 1 -ii , pavement sha I I be drilled and the v ° C + 6" 2" Profile Grade Line (See Note 10> _ ( See Note 10 } reinforcing hars,g,outed in place. (See Note 1 0 ) �o� o X - 7. Expans i on and cont; act! on joints sha I l be constructed �- + o 2 �2 2 /2 to match par, ' .,men,F �I-o' o i nts in all curbs and curb and . L a) ,.� ,.�- 5 ��. or 5 3 �, /q `�' _ 3 9 utter ad a+gent jointed i nted concrete pavement. Where P a) a) L + > 3 �� �h 5 " 5 3 �, /4 5" or 5 /4 p Iacement of curb r curb and utter is not 9 adjacent o or Usua I Pavement 3 �� �� 3 to concrete paveme t, expansionjoints shad I be �, cn c o•- Bar $ Steel - prowirled at eruct res curb returns at streets, and v s ' (See Note Bar C .r d i rec ed by The Engineer. a, o 3 - c 4- . L >oo Permissible T T T 3„ 8. Vertical and horiz ntal dowel bars and transverse v� a Construction 3 �%2 �� i /2 T /2 T __ � T /2 re � nforc i n g �l,�ars s� a l I be placed at four feet C -C. U)ao ._ E T L Joint ( See Note 1 2 ) 9. D i mens i on show i s the thickness of concrete Hca L° pavement. Wen , our is instal I ed adjacent to flexible ' • o L L TYPE II CURB TYPE II CURB -AND GUTTER pavement d i mens i on T' is 8" maximum. 4 + TYPE I I CURB (MONOLITHIC) ,, �, 5 3 5' �4 �"'� E I G H T � " 5 )/4 '� HEIGHT / 5" 5 !4 �� HEIGHT - � Usual prof i I e gr od I i rte. Refer to typical sections (0 `0 O - and p I an -pr, f i l e s eets for exact locations. . : •- x r�- - 24 ! T L 1.1 . One ha l f i n h. ex pa I s on o nt mater i J a I sha I I be provided ° o - �� - 8 Profrle Grade Line where curb r curb and utter is adjacent to sidewalk a) C- a� -o ° v +- 8 Prof I e Grade L ne (See Note 10) or r , prop. W ° E cry _ ( See Note. 1 0 ) 1 7 for curb he 1 ht -its 5 6 for curb he i ht 5 2 6 = � for curb he ght 5 1 2. When vert cc l pet m P ss r b I e construction.joints ones are used J , - _ ! °+ 1 7 " for curb height= ht = 5 3 " g /4 • . resulting r a Ion itudi na l construction joint in the •-- pavement, tf e ! ong i tud i na l - pavement stee I sha I 1 be .� 3 /b p l aced n cc cord -an e with pavement details shown 12„ 3" "� 5 5 3/4 5" or :5 , 3 " /4 e I sewhere i the plans for longitudinal construction Varies or ^� ntso Re'i forcing steel for curb section sha I I then 2 .. 2 it conform to of re u i red for concrete curb. AR B C Bar C i ,. T T ]3-I BAR B Perm i ss i b l e � /2T � /2T' Construction - Joint f ( See Note -12.) TYPE I l a CURB TYPE - E 1,10 CURB AND GUTTER � . �e _ Y41�o 5 5HEIGHT _ 5 /5 HEIGHT /4 I i Wide Expansion - Curb Transition Notes Jo i nt' Matera I To Of Curb • �� �� 10'-0" Curb Transition t on (0 to 2) Field conditions may require a y q m (See Curb Transition Note) longer or sha I I be shorter transition, and shown e I s ewh e r e n the ,11� Texas Department of T ronsportotlo I plans, or as directed by the Engineer. Top of Pavement - I _ Deslgn, DIvlslon Standard r Top of Curb : Use 2 layers of roofing felt Change n 9 2 ea 7/8 .. x 24 to wrap burs and plug end Height 9 Smooth Dowels --— -- -- •-- ——-—— — — — — —— — —— -- Aft AM& Oft UN U KETE UUHD ANU • Top of.Pavement - K" ANr% Go 'TTEaftts U U KT _ Y2 T - Tvv&G D+ �' L UA VA . 10111 4 11/2 FILE: cccgl0a. dgn DN: TxDOT CK: AM DW: BD CK: TRANS CURB NSI ION EXPANSION JOINT DETA I L - CjTx OT �gg5 CONT SECT JOB HIGHWAY,. _ w w -Note° To be aid for as H i hest Curb P 9 REVISIONS DIST COUNTY SHEE 0 LL ' , . _ i ' .*. I I - . 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II.I� II�­�II­-. . . I I. II1_L� I . I.� -�.�_i�.. I I _. �* 1L, .. I I -.I -. . � I --.I I II-� � LI1­ /-.-I ��I :.I. _�. I -Ii.�� F-1 , . �I�- I. { - 1 SEM . . -- NE Ep .� L�.I I..I > 1I . ft L. .� I �-II._.I _i.I .I I_ .I _� I.1I . .- II� ..- . .. ._ I. � I I _i .,_ _I��.-. Tn �.� . . jI. ,.I I � �-I. .I .­ L � _I . - ,.I � i�I .�.I_� _ :__a RLI �. ii ,, 1--- - 20 WATE _ _ GREEN5W0R`C 1�1�1IN` PHASE 2 _ lid' 1 , ' i \ Z w N I' 2 PG. 209 _ - - - - - -- { u \% SCALE: 1 =20 - o N N -�- � �.� \ I .I C1II ;�-1-�L1mm191I .. "-1 Cz.00�,aCwq Z<-I 11II4 IIFF0 1jI/_I%I�w"I DDD -IAI..IIL -__III.I>_S IL .- I6 1I .mI,I)JLaDI- �I.II oI_U ,I_6mT-II_�II2I�IA - k. . I :I� n ni�:�D4�<�1-R0II -�.� )) I .tGI0 O_ i _ �-�I -�_-,('�CwP�4w0PEC>�a�a�w�04 VOL 129 - f ISI I f \ 0 ,, _ _ _ _ _ _ i 1 LOT( 1;> L}OCK 1 L_ .� \' , I Of Z z � �, n r` I \ �".�I., j I. I I r _ I w ; co I - 'y' :% - - - I 1 I ;--1 "' =� , . I _-i 7 - ( it , lL! Q � �; VOL 478, PG'.255 - 1 ,, - . . L I , •1 I OWNED BY: N OUG S . INV S I ' 4 11` z > C0 d co C . ,0 1 1) D LAS E TM ENTS, LTD --_ _ \ i Q . 1 1f ; // I �l"--_ _- 1I Ifii 1I f. !1 X- W0,o,� u !_._ ; 1 BUFFALO GRASS SOD I Ij { 1 r` r_ - I' �I _ _ 1._ ._.�- Cn v l ' -- - 1 / f tw- tL _ , i _ - - ,, ,', 1 ^ ' .- , I fs•-•,, - r... , I _ - f i I 1 i r.., �� _ _. _ _ _ . _ ', I 1 1 - Z . 1 I I I I r � 11 j I 1 ; REMNNDER OF <i0 { II �r ! I I I ( ! ,. I - l I ('i ' I I 1 . MMAEL K. DAVIS -� X ( 1 ( I I I I wL I f/ ; I I i i !r 1. ' .( I ! i L t 2286 ' Po zoo Z O Q ! 1 z I, I I J I ; I I I -- - t _ - Q m �- ;i j } i Tom- ,-- = f 1 • _ - 1 +I 1 I � Lr I , i ! , ! I I i i I } i I 1 _� y� - - - ---�-- - -- - L- 1 <- -- -' -- I --' -- -- -- - -- i - � i - - ( - -7 -t - - - I ( , ' { (i f I - 1" - I - - - 'rl \ t ,% ) . ii 10 PUBLIC UTILITY EASEMENT I i E . i 1 i - �' l i I i :n \ . _ l a . __w_ -.i... . , ___ _ _ _ _.l_ -- _� , . _ i- _I_ _ I:-.-. _ __ �_ _ _.._ _ , ____ , _ -- . It ___ t _-__ _ �, - - - _ 1 _._..___ - _ �_ -._ __ -_ ______ ._-_.. _ _ --_ - I. -' w _ _� =PER PLAT VOL. 2478, PG: 255-- _._. _ __ 1_._. - `_._._,, �_-_--q --------- t _��._� , ------ - > ------ -_ ------ _- _- 0 - - o - Wit.__:.__ __ __.___-: _ __._- -- --._ __ .-- _-____.___ __. ,- __--------_-__ - __ _ _--_-- __ .: , _ _ . _1 s__. _ _ _ _ 4 _ _. - - - - -LM --:�- - - - - - - - - \ _ _ - -- ..-_:--------.- _ ._�_ .__ _ ._�-"__mss. � s ? �_-� ---. .. R-! =. __-_____-__-_-__ - - '� 1 _ --- ---_ __ __.-. -. __.__ ;. _.- __. ____--___ _-__.-__ -._ _ _ - __W______ 7 __ . u _ _..--.,.r___; _ •. = _ . -____. ___-__;_____.____ 1 - . I -. -r -._W. _ 10 PUBLIC UTILITY EASEMENT � - C� . .. TV T - r PER PLAT VOL. 7543, PG. 284 1`, O �t"�2 `I - _ - _ _ - - - - ------------ -------1----__ -- - - --- ------ ---- -----= -- -- ------- t B FFALO GRASS SQD l 1 �� L2Q p • \. 1 1 O 1 . \� _ 1 1 . 'p . . 1 OT�G. �OcS 6nom. ti_ . , m 1_ ._.�. _____.._._..____.__-_.__ __.__-_--_----__-.___ � __ _ ._ --. 8 INDIAN HAWTHORN � 1 i ... I..... \ U I \ G-% ,O . p� BERMUDA GRASS SOD I BUFFALO GRASS SOD 1 'l ,o p : . ....... \ \ 3 ,S k I _ -0 . - _ 1 \ \ ___-_ - s -� ► \ -v . - ,- �o�� �ro�1p 1 _ I F _,l_ BUFFALO GRASS SOD BUF ALO GRASS SOD \ O 9� N r� t - _ - N , - i 7 TEXAS SA _ .. \ i - 1 -C - 1 j -{ . 7t1 SEMENT \ ......I...20' WATERLINE \ Ik. - _. A 20 VOL. 1292, PG. 209 , - . V - 1-1 . _% _-- - ,, _--- - - - 1 V) 1 ,�, 11 ----- ` - _ 1......I........... i 1 ``� ! HYDROMULCH PER TXDOT, \ 1 O - _ .t 1 I. . pp STANDARDS II t1FFALQ..GRASS..SQIl: I , Z 1 ff N 6 INDIAN HAWTHORN D 1 \ .......... _ . . l r� LOT 1 R \ Q. 1 - % Z 1 II BLOCK 1 1 rm I \ \ 1 .. ..... �-an o . . 1 1I :. A I. ..:- BUFF LO GRASS 50D 4O cn [ '� . p cxi \ �� III -.L III� 1I�- I. .III 1�. I I yII .. )<�- \ �� 11 .............................. ... ....,...- rj _ }..� �n 6 " 1 ,`• - ... 9 TEXAS SAGE 4 i-, \ . .- 1 7 KNOCKOUT _v - . `o r_ 1 � \, , - 16 LANTANA ROSE _ U) o 7 INDIAN HAWTHORN 16 LANTANA :.:. .......:...... . . -p %n t \ r 1 t 2 MT LAUREL m _ 0 r,••, 0 U E 6 ROSEMARY 6 ROSEMARY ,,; BERMUDA GRASS SOD I pp 34 LANTANA \ r� N { 21 LANTANA B 8 ROSEMAR - i o gin. \ �� 1 2 MT LAUREL 2 MT LAUREL m 1 a 's� y 1 ,1 4 ROSEMARY _ _ _ \ - \ - _ _ _ N , <C �--� 1 \ - k \ ,', - - --- --- 1 \ - __. ---- -- _ -- - - -- - - - --- --- - __-______ _-. _---____ -. __ __ . - _ �Z - ---_ T/� i - - 1 11.0 1 4 KNOCKOUT BUFFALO 4 KNOCKOU( BUFFALO GRASS SC?D ,,; 25 PRIVATE JOINT - v) n 1 , , BUFFALO GRASS SOD ROSE GRASS SOD ROSE }I ACCESS EASEMENT _ - - - - - ,I _ _\ I- - - hI - - . _ - - - -� _� _ _ _ -___._. �T zf = - ., - _ -- __ _--- - --=-- _ __. _ _ -_ � .-__ �_.- , r, t - - I, PER PLAT __-- -- - -- _- - - --- --__ - ---- - -- - _ __-- - - . ;_ \ a , - ,. - - - -' - - --- . -- - -- ,I 25 PRIVATE JOINT ACCESS EASEMENT VOL: 8104, PG 184 i -- --- ____----__._ 1 1 \ \ I Q i 1 ;4 , % I VOL 7543, PG. 284 i,1 ii 1 1 j \ ,; \ l 1 E. , , ; ►� . - l 1 {,1: I' I - ,1 . 1 1 - ----- - ----- -- ---_ -- -- __- . -- ! 'l ,r_ tIt r� 1 t/t ___ _ _ - :I �.. 1 EN I!I I 1 15 PUBLIC UTILITY EASEM T � 'til i `, _ . 1 I � 1 L I W _.._,. _:_ _._. _ /' % - - - PER PLAT VOL. 8104, PG. 184 i; 1 J 1 I (r� • _ . �. , N ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t- - - � - - - - - II V ,� .. I o i _. _ . _ r--------- . I I w N GREENSWORLD SUBDIVISION PHASE 1 1 l- -._.-.-_ _. ___.._.. , - _.. .. _. _ ...-.__._ ._ -1 I - - LOT 2R -BLOCK -1 I I Ili ►-la co I I . r I r VOL. 7543, PG 284 `, q i I i s = GENERAL NOTES: C 1 I I' I SCA .1. j40 ; I N Il _ I I III I i I I 1 I I 1 !- ! ZONED C 1 . j 1 . I, � ; I - . 1 i _, L, i I 1 - N I• {{ 1. ALL PLANT MATERIAL SHALL BE PRU ED :>I3AP D AFTER INSTALLATION TO REMOVE ANY BROKEN. ! C 1 OWNED BY. RODCO INVESTMENTS, LLC - 1_ i I { ( I I I I , I / y _. , ry � OR DAMAGED BRANCHES AND TO GI 'E UNIFORMI OF SHAPE. }. - _ ;'I � •"� ; I. : - - -._ .=.- __._-� -:' v - .i _ - ,w.:+.,�.wm '-�m� m! .r,�+xb.x--,,.�a,.a�.,.' - I ' I _ _ -, t _ _u F ---- -- - - c - - --- - -- -__.T.. - ----- - - --- _ I _- o -D ____ 1__ _ _ 286 SF Ni z - 2. VERIFY ALL 'QUANTITIES BEFORE INS' 4LLATION. {, - - - N) 0_ . " I! 1 .. - i ? a) -I,. (I N v',. I .. rn Ni 3. BROKEN PIECES OF SOD (SMALLER THAN 8" SQU RE) ARE NOT ACCEPTABLE: . . 14, ............: ,� A t v cD m1, 1 ' rn ,i � 4. LANDSCAPE :CONTRACTOR IS RESPOI" SIBLE FOR CLEARING ANY IRT m I EXISTING COMMERCIAL BUILDING -*I DOR MUD FROM PRIVATE AND _ I) NINFA'S "RESTAURANT PUBLIC DRIVEWAYS, PAVEMENT, STREETS, ETC. LANDSCAPE CONTRACTOR IS ALSO RESPONSIBLE FOR 0 . z ► ( ) KEEPING THE SITE CLEAN DURING C; )NSTRUCTIQN AND PLANT INSTALLATION. ............. 20.3' 40.0' 33.9' --I 5. LANDSCAPE CONTRACTOR IS TO PRO SIDE EROSION & SEDIMENT CONTROL AS NEEDED. CLEANUP IS LANDSCAPE CALCULATIONS PLANT LIST: To BE INCLUDED.' ' 20 SF 10.0' 548 SF 14.1' 718 SF KEY QUANTITY SIZE COMMON NAME POINT VALUE POINTS COMMENTS 6. OWNER IS RESPONSIBEL FOR MAINT,IINING EROSI N &SEDIMENT CONTROL AFTER CONSTRUCTION & �°� LqND�SCC�ING REQUIRE': UNTIL ESTABLISHMENT OF VEG.ETATIOII 2 37.7' POINT CALCULATIONS: (BOTANICAL NAME) - . j , n I ....:. rn SITE AREA WITHIN PHASE LINE: 37,827 SF 55.3 CANOPY TREES: ........:............ _!,............ 7. REE' ," SH T RIZ AND `HAV I UM TRUNK � 1,037,827 37,827 / 1000 = 38 x 30 = 1,140 POINTS ALL PROPOSED "NEW CANOPY T ALL BE ON RINE ED E A M NIM C 50% MIN. CANOPY TREES: 1,140 x 0.50 = 570 "POINTS 1 Q 10 : 5 ED 12 V E _ ...........:............:"...,........ hi DIAMETER OF 3 " MEASUR " A 30 E GRAD . 0 ------------------------------------------------------------- ._, ,. __ - 8. INSTALL 3' DIAMETER MULCH RINGS (3" THICK) AROUND ALL TREES. TI I POINTS REQUIRED' 1,140 POINTS�y 3 3.5" CAL. CHWESE PISTACHE 300 900 3.5 CALIPER MINIMUM �� vi m. Y Pistacia chinensis - AT 12" ABOVE GRADE. �-�- � A �q 11 19 $'.... _I__ _ 9. ALL FLOWER BEDS AND MULCH RINC 93 SHALL BE OP DRESSED WITH A 2" LAYER OF BLACK 1�1T 1��; o ( ) PLANT AT 25' O.C. . rn 1 CANOPY TREE PER 25 LF FRONTAGE 189 SF 429 SF 11.5' 439 SF 11.6' 623. SF HUMUS. _ WITH ADJACENT 11.2' EARL RUDDER FRWY S. FRONTAGE LESS SHARED ACCESS DRIVE WIDTH CANOPY, TREES •�-----••v-•�•� T 10. AN AUTOMATIC IRRIGATION SYSTEM' ILL COVER THE ENTIRE LANDSCAPED AREAS: IRRIGATION SYSTEM (133:24' - 11') / 25 x 1 5 CANOPY TREES 39.2' --I 39.6' l 57.2' - - TO BE AN EXTENSION OF THE EXISTING DOUGLAS NISSAN :.IRRIGATION SYSTEM (TO BE DESIGNED I ~, 300 POINTS PER 50' FRONTAGE ,.` ) BY OTHERS. 0 2 3.5" CAL. CHINKAPIN OAK 300 600 3.5" CALIPER MINIMUM ' EARL RUDDER FRWY S. FRONTAGE LESS SHARED ACCESS DRIVE WIDTH - 6 " o�. .,.... a -- - -I = 133.24' - 11' 50 x 300 734 POINTS (Quercus muehlenbergii) AT 12" ABOVE GRADE. � � ___',._. - . - t i � 4 _ 11. BEDDING:SOIL MIX SHALL BE A RAI ED (ABOVE GRADE) 8 LAYER OF 20%` SANDY LOAM TOPSOIL -------___-- ---------------- PLANT AT 25' O.C. .._..__ _._ __ \ f i r----_ AND 80% BLACK HUMUS (BLACK VELVET). • PROVIDE POSITIVE .DRAINAGE.. AND DO WHATEVER IS POINTS REQUIRED: ---- 734 POINTS WITH ADJACENT ( NECESSARY TO ACCOMMODATE FIND FLOOR ELE ATIONS, WEEP HOLES, ETC. NON -CANOPY TREES: CANOPY TREES END ISLAND CALCULATIONS 12, FIVE POUNDS OF FERTILIZER 3- 0 SC13E,ENING REQUIREMENTS: . o ( 2 RATfO) PER 1.000 SQ..Fl SHALL BE INCORPORATED INTO W 10 SHRUBS PER 30 LF FRONTAGE " BEDDING SOIL. I - 6 2' CAL. TEXAS MOUNTAIN LAUREL 40 240 2 CALIPER, MINIMUM' . EARL RUDDER FRWY S. FRONTAGE LESS SHARED ACCESS DRIVE WIDTH ( - z (Sophora secundiflora) AT 12" ABOVE GRADE. RE UI.O REMENM (� . = (133.24' - 11')_ / 30 x 10 ----__---__ 41 SHRUBS -_- 13. LANDSCAPE .CONTRACTOR TO GUARA EE ALL!PLAMATERIAL FOR 1 FULL YEAR. o I _------------------------------------ 180 .SF AT BOTH ENDS OF PARKING ROW ( n •L 14. 100% COVERAGE OF GROUND COVE DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL 0) TOTAL. POINTS REQUIRED: 1,874 POINTS SHRUBS: _ - GRASS IS .REQUIRED IN PARKING :L, ISLANDS, S ALES, AND DRAINAGE AREAS, THE PARKING LOT .U 180 SF FOR EACH 15 INTERIOR PARKING SPACES SETBACK, - RIGHTS-OF-WAY, AND ADJ CENT PROP RTY DISTURBED DURING CONSTRUCTION. o . ` 0' 21 5 GAL. INDIAN HAWTHORN 10 210 5 GALLON MINIMUM, 2' 20 SPACES 1.5 SPACES X 180 SF 240 SF w NRQYIDE.Q LANDSCAPING: / - ---_ --_ 15. TREE LOCATIONS SHOWN ARE APPROXIMATE. (IMATE. T'RIOR TO INSTALLATION, HAVE ALL UNDERGROUND NEW CANOPY TREES (Container) (Raphiolepsis HEIGHT W/12" SPREAD -------------------------------------------------- ---- E LQ TIONS AS EEDED TO AVOID DAMAGE TO NEW OR EXISTING ' UTILITIES MARKED ADJUST TRE A Indica Clara) 0 3 O.C. UTILITIES OR IRRIGATION LINES. CON ACTOR 15 R SPQNSIBLE FOR AND DAMAGE TO EXISTING oR 0 S 0 300 POINTS (3.5" CAL.) = 1.500 POINTS PROVIDED; . NEW FACILITIES. . NEW NON -CANOPY TREES (Container) ALL END ISLANDS GREATER THAN 180 SF `n 23 5 GAL: TEXAS SAGE - 10 230 5 .GALLON MINIMUM, 2' - 16. TXDOT R.Q.W. AREAS: ALL DISTURBE AREAS WITH N TXDOT RIGHT OF WAY SHALL BE HYDROMULCH - < 6 0 40 POINTS = 240 POINTS . • z (Leucophyllum - HEIGHT W/12". SPREAD SEEDED (AS PER SWP3 PLAN) `IN ACCO ANCE WITH XDOT 162/164., PRIOR TO FINAL REVEGETATION, TOTAL SF OF END ISLANDS = 4,400 SF SHRUBS. (5 GAL. OR LARGER) frutescens) 0 3' O.C. - - CONTRACTOR IS TO PLACE TOPSOIL. TO DEPTH OF ": TOPSOIL IS TO BE DISKEDTO A DEPTH OF .2 39 .0 10 POINTS (SITE) = 390 • POINTS AT LEAST 4 AND LIGHTLY COMPACTED. 44 0 10 POINTS (SCREENING) = 440 POINTS 24 5 GAL. ROSEMARY UPRIGHT 10 240 5 GALLON MINIMUM 2' - R -VEGET TI N: w --_------------------------------------------------------- - " E A 0 --_ w (Rosmannus 4 • HEIGHT W/12 SPRE4D .. V HYDROMULCH; GRASS SEED MIX TO BE S SPECIFIED BELOW..PRIOR T.0 HYDROMULCH OPERATIONS, r� tl TOTAL POINTS: 2.570 POINTS a officinalis) - .CONTRACTOR TO REPLACE AND CONSOLI TE TOP SOIL TO A DEPTH QF 6' INCLUDING WITHIN DITCH 0 - - SECTIONS. FINAL GRADES WITH ESTABI_i ED VEGETA 6N SHALL BE AS SHOWN ON PLANS. e, „ , SCALL 1 2U HYDROMULCH TO BE INSTALLED PER Tx T ITEM 164. a ._w..,. R I 15 5 GAL KNOCKOUT ROSE 10 , 150 5 GALLON MINIMUM, ' (Rosa 'Knockout') 1.5' HEIGHT W/18" SEED MIX: SUMMER - HULLED COMMON BERMUDA GR SS, MIN. 85% PURE. LIVE. SEED 0. 90 lbs. PER �c . DRAWN BYAAP SPREAD ACRE. . -----F . w AfaPROV(v C E31 A/11 . GROUNDCOVER: - WINTER UNHULLED COMMO BERMUDA GRASS, MIN. 85% PURE LIVE SEED 0 90 lbs. PER z j `. P { 1000 SF: ANNUAL (R E GRAS'S, M14, 857PURE LIVE SEED 0 180 lbs. PER ACRE. �__ 1l � 0/?011 _ _ .�. �.,L_, _ ..,k. © 87 1 GAL. LANTANA 'NEW GOLD' 0 0 1 GALLON MINIMUM, 1' FILE: L51 .1-�.ANDS(,�,F L.: .c FERTILIZER: 3-1 ,2 RATIO FERTILIZER W SULFUR & .RACE ELEMENTS ®350 Ibs PER ACRE. .9 (Lantana x hybrida'New Gold') - HEIGHT W/8" SPREAD _ . _ HYDROMULCH To BE "EXCEL FIBERMULC 11 W TACKI ER. - APPLICATION RATE OF 2500 LBS ACRE. 0 18" O.C. - o TURF GRASS: GRASS SEED AND FERTILIZER INCORPOR TED INTO SL RRY. - . . ; SHEE N - w BUFFALO GRASS Anthoxanthum odoratum 0 - O SOLID SOD . . - I I - - o COMMON BERMUDA GRASS Cynodon dactylon 0 0 SOLID SOD . . ro OF i . o . . - - , r � _ . . . - . . . .. . . . I 11 ". _:1. , . CTdOWNEQ W5 Y. N DOUG ASS NVES MENT crr r� t- � • f d } I ! 1 i ! j i i I E EX =26264 IXl7G=zs2.�o ar rc=zs�zs Ex,>�<zsr.�i ., Ex rG=zsr.si� f j ! � � _ �' rc 2sr s7 i £x =zs2 sa � � _ . i GF=261.7 _ 1 I IX GF 26100 i= 1. 4 IX =262.13 i IX(GF 262 �0 z �L O W <( �, Eli GF 26 ,.75 i IX t IX F 26.13 i IX F 261.73 i - F- F - I i - ,. Q ------ s GF: 263.00 T, - �'j 65.80. RADE BREAK "- _ - _-.-.._. � � :: SECTION 1 ': .::.•�..:.... _ GF=2 30 `SPILL - - - - .. Tc 263.30 SPI CURB TC- 60.07 TC= 62.85 y GF=262.80 - GF= 59.57. / GF 62.35 TC=' 3.83 . " 1 TC 65.8 G GF= 3.33 FUTURE DRIVE O < • :. !. I GF 64. 8 \��•\ =162.98 FUTURE J : • : GF=262.48 'A Okn n 4 7C= �. r =262.77. sP � - Y i. \. C }LL GF= 19 EOP=259.25 GF=262.21 CURB �' . TC=259.78 =256.4 r - �I GF=259.28. EOP=259.00 t /Q D GRADE BREAK FL@1.39% 'p0�SECTION 2 o _-- - ---_----_- - - -�04<'0 TP=263.15 TC 260.33 TC 259.78 mr ` '� �cl TC -261.02 F=259:83 GF=259.28O 'L InTC-26 3 TC -262.23 T-261.36 - TP=262.15 -- GF=260.52 TC260.50 EX FL=258.0 GF=261.GF=261.73 SPILL GF 260.00 TC=261.89URB 261.33 GF=259.82 SPILL GF=267.39 TC 261.78 260.83 TC=260.90 - 26� TC=260.3 = 4 ; .........t TC=262.73 � - TC=262.32 ', CURB GF= 61.28 � SPILL TC=267.05" GF=260.40 TC 260.3 � !, �_- GF=262.23 GF=261.82 TC=262.21 TC=261.9 _ CURB F= 60.55 GF=259:85 GF=259.84 TC -261 48 TC=261.02 TC=260 60 TC 260 34 � � •; LOT 1 R TC=265'5 GF 64.28 TC=262.77 ,to o GF=262.27 i ;! � . SECTION 3 ,# 265 „ tj " TC -26 .20 264.46 ` GF=2 .70 =263.96 TC=263.02 TC=262.48 GF=261.98 TC=262.47 GF=261.91 ' TC=262.72 GF=262.22 TC=262.96 GF=262.46 SPILL TC=262.46 GF=261.96 CU GF=261.71 GF=261.47 =260.98 TC=261.37 GF=260.52 GF=260.10•.. _ ............... _..... BLOC 1 TC=261.93 GF 259.84 M GF=261.43. GF@260.87 TC=260.36 .. � ., TC=260,61 - I+6 A R: T o C� �GF=266'1.40 GF=259.86 1"x'"9 TC=261.09 GF=260.11 TC- .5 TC -260.45 . . ....... . ...... . E: Z GF=260.59 G 260.06 GF=259.95 TC=2 .58 TC=2 .60 GF=260. FUTURE BUILDING GF=2 .08 •• BENCHMARK: SQUARE : 4 >4 IN .fONCF#ElE ECFV 2$0.17: \ ► �. - TC=261.83 = 1; TC TC=262.17 TC 26 55 GF=261.61 GF=261.33 GF=261.05 F=260.36 \ TC=261.63 SPILL TC -_262.17 GF=261.73 \ £X fZ • ?57.2