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I MKUb I tSLUGK NU I t5: - 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2 ALL BEARING TEE SCHEDULE ID In THR ST C A VOLUME tons ft ft (c.y.) 4.6.8 6.1 1.5 2,51 0.3 J0,12 1 •3 1.5 3.5 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED STRAIGHT BALL VALVE W/ PLUG z FOR SINGLE SERVICE OR BETWEEN THE SERVICE 1 (2 FOR DOUBLE SERVICE) SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-1/2 BALL VALVE BEND SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (FOR DOUBLE SERVICE E (ft) G UP VOLUME (C.y.) 90° 6,8" 5.0 1.5 1.5 0.9 EARTH OR ROCK. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE ONLY) i0,12" 6.5 2,5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 STREET CROSSINGS HAVE BEEN INSTALLED. 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 22.6° . -r- - 4' MIN.- --: '- 1.5 2.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 11.25' 6,8" 1.0 1.5 1.5 3. MARK EACH SERVICE END WITH METAL "T" POST 0.4 0.1 10,12" -1.511.5 1.5 1.2 0.6 0.1 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. VIEWA- � c� z BLOCKING SHALL NOT BE LESS THAN SHOWN ** SEE TECHNICAL SECTION 331213 1 O O _ HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLE SSERTTTGE cry 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. CONC. CURB &GUTTER BEND SIZE ft () B (t) C (ft) E (ft) G UP VOLUME (C.y.) 90° 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 i0,12" 6.5 2,5 1.5 1.2 4.0 1.0 45° 6,8" 2.0 2.0 1.5 0,9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.6° . 6,8" 1.5 10,12" 2.0 1.5 2.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 11.25' 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 10,12" -1.511.5 1.5 1.2 0.6 0.1 & PLUG TO PREVENT CONCRETE 8. LOT CORNERS SHALL BE MARKED WITH A LATH; -7777// 0 FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. 77777 `i / "iii i �' i -- //\A ( 12" MIN. -24" MAX. STRAIGHT BALL VALVE -2' MIN, WITH PLUG (2 FOR DOUBLE SERVICE) APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN /• 1 THRUST BLOCK DETAILS 1"TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT(1 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 1"TYPE K COPPER T BING (SINGLE SERVICE) 1-1/2" TYPE K COPPE TUBING (DOUBLE SERVICE) C WATER LINE SEE NOTE 1) (1-1/2" BALL VALVE ONLY )OUBLE SERVICE " TRENCH 1'-0" WATER NEW V `NATER �JER V I "E } T PIPE (SIIORTAND LONG SIDE) X X W 2- 01 THRUST m w . .,.,.... INCLUDES STRUCTURAL BACKFILL AREA .:: ¢ O = ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL ~ EXTEND T BEYOND THE CURB LINE, STRUCTURAL BAC4 -4'`'.,;; •; D (SEE PIPE DETAILIW4-02LL A AREASTO BLL BE E PAVED) OR EXCAVATED C JOINT SOIL COMPACTED TO 98% MAXIMUMDRYDENSITY AS NEAREST BELL 4' 2' 2' 2' 2' T T ; S' t PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF JOINT ((T�YP. MAX MAX 8" 7YP MAX MAX 6'8" TYP. 6'8" TYP. MAX OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA.EN 1" MAX NE AREAS LR. C UTE POUR CONCRETE DIA. AGAINST UNDISTURBED gyp. EARTH O ( i1 SEC7I01V 1Y1Y PLAN VIEty i 5' E: 8" TYP 1 'MIN. CLR. P - - 1 -PC. PULL -ON WATER STEEL CASING uj � ��>G� IRE, I L� ( CARRIER PIPE SING SPACER 1' 0" I TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS ( CA O 5 G �` TO MAINTAIN 1' MAX C R. u.rn Q J I SEAL W! STN. STL. G THRU JT- Y��PAVEMENTAREAS CLAMPS "APS" OR °Q wU �`C L "PSI., 30 T� 0� ¢o �. MAX V ED m I BIC STEEL CASING BAND CLAMP 'SIDEWALIf. AT SPRINGLINE g" WIDE BAND STAINLESS POUR AGAINST ' NOTE: CASING SPACERS 5' 4 -RUNNER MIN. (THRU 24' DIA STEEL (TYPE 304) UNDISTURBED CASING) OR 6 -RUNNER MIN. PROVIDE 4 EARTH 24" 42" DIA. CASING) STAINLESS RUNNERS AT NEOPRENE INSULATION SLEEVE -9 TL. TYPE304; 8" WIDE BAND BOTTOM 48 BETWEEN PIPE AND BAND W! POLYMER RUNNERS; CENTER TL TH-RUST BLOCK OR NON -CENTERED; CLEAR BELL MIN POLYMER RUNNER (TYP) RESTRAINED FROM FLOTATION; STRUCTURAL BACKFILL AREA OR"CASCADE" "APS, INC., MOD SS18" OR "CASCADE" TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK W2-00 W2-02 W2-03 is NOTES: i E L 1. FURNISH AS SHOWN ON PLANS NOTE: NOTE: M GA UG OR p AND ON ALL VALVE SIGN POSTS. PIPELINE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY fn GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER L S EE SETSCREW A BLACK WARNING SIGN MAIN LINE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION WNALVE BOX STANDARD SPECIFICATION FOR WATER AND LINE CONSTRUCTION GATE VALVE CITY RETAINER 10' TEXT 2. SIGNS TO BE CONSTRUCTED W/VALVE BOX A. -� FROM 20 G . ,/�/ Q R N N A STEEL BAKED ON 2, STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. �"� r�� `t `� I I `+� ENAMEL FINISH. FURNISH ONE , UNDISTURBED WARNING AND ONE VALVE SIGN 3. DRY BORING PREFERRED; WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. DIRT 10' UNDERGROUND PIPELINE AND ONE POST FOR EACH VALVE THE CITY ENGINEER. 4. PIPE CROSSING A R '"'•'�'-'CONTACT THE CITY INSTALLED '•° n ? OADWAYSHAL ' D ANO'AT OTHER L BE INSTALLED ABOVE THE MAIN IT TIES INTO 24 .. MIN. .. ,.. ,. o .. p .;• 4. PIPE CROSSING .�. BEFORE EXCAVATING LOCATIONS AS SH IN A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE ,• :•;•., OWN ONPLANS. 1 E CAN BE PULLED ABOVE THE PARALLEL FURNISH SAME NUMBER OF WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. END OF UNE REPLACEMENT SIGNS AS FOR EACH " ( MAIN. SLEEVE & VALVE TEE OR TAPPING WATERLINE CAP/PLUG YELLOW AS REQUIRED SLEEVE & VALVE BACKGROUND INSTALLED (OMITTING VALVE c " M. J. TEE , ENCASEMENT AS REQUIRED ' 4.. NUMBER ON VALVE SIGN OR CROSS 2-0 MIN. ENC 2'-0" MIN. L (NOT A SEPARATE PAY IT�M) ASEMENT W T V AL V AER LINE ;:... ; OPEN CUT HOULDER VARIES WATER LINE ' .:.. BEDDING SAND 7" NO. LIMIT OPEN CUT LIMIT 5'-0" WIDTH OF PAVEMENT 2" BLACK PRESSURE 3'X TX 6" WIDTH OF PAVEMENT_ TO BE ADDED AFTER CONCRETE SLAB MIN. IN. BASIC SIGN HAS BEEN tv NOTE: PAINTED. �. p► �1 JJ C WHITE ° GATE VALVE 3'-0" MIN. SIDEWALK MAY 3'-0" BELOW D 1 r -i DIMENSION FOR CONCRETE 24" BACKGROUND --X PL BE OPEN CUT GATE VALVE W ITCH FLOW LINE. VARIES WITH WATERLINE SIZE MIN. � MJ UG OR BORED AS - PLAN YIEYV DIRECTED BY ' PIPELINE WARNING SIGN STEEL CASING THE ENGINEER u� AS REQUIRED CARRIER PIPE STEEL CASING CARRIER PIPE. VALVE IDENTIFICATION SIGN COMPACTED UNDISTURBED DIRT 4%0". SELECT FI!! -8' BLUE, HEAVY DUTY, WINGCHANNEL POST 4' 0" VALVE BOX AND SHAFT EXTENSION % CAST IRON VALVE BOX COVER TYPICAL URBAN CITE. STREET CROSSING TYPICAL RURAL STREET CROSSING 6" MIN. 2•X4'X6' W4 -00W4-01 CONCRETE SLAB/,/ -2'X 4'X 6" CONCRETE SLAB ! 1 °.•. ,. a ;:; . ; ... , •.. ® SELECT MATERIAL ORIGINAL GROUND OR v MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS LUMPS CLODS, OR DEBRIS LARGER THAN TWO (2) I, 4'-0" NOT GREATER %ACK INCHES IN THE LARGEST DIMENSION COMPACTED TO A THAN 45 FILL ° 1. FORBEDD/NGAND TRENCHING WlTHINALL EX/ST/NGMINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BYPAVEDAREAS SEE DET S AIL FDR OPEN CUTSTREETS, � Z ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN ,•, ,, ;,,,,,,;, (Details ST4-00 ST4-09 5T4-02. THIS y + ° ( J NOTE DOES AMERICAN 6" DIP W/RETAINING � � �. __ OPTIMUM T� 4/° OF OPTIMUM UNDER NON-STRUCTURAL °'• ' ' M RICAN FLOW CONTROL TRENCH ..:;--{,.. NOTAPPLY TD STREETS BE/NG RECONSTR G 2 UCTED. GLAND B - ADAPTER OR AN APPROVED EQUAL N AT END AND AREAS Ie...YARDS, PASTURES, EASEMENTS AND TO A 'p ( o ) A SELECT MATERIAL „ PLUG. �'. " MINIMUM OF 98 /o OF MAXIMUM DENS". DETERMINED ,. ,: ••••• •• � i�...:-:...•-•,•. O 2. EVERY 100 FEET It•-� 9PROV/DEA WATER STOPSLOCK 12 MIN. BY ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN COMPOSED OFCEMENTS D AN OR NAT/VEMATER/AL +(( D � OPTIMUM TO 4/° OF OPTIMUM UNDER NEW STREET AREAS " • �� •° DEPENDING ON EMBEDMENT. 8 A SELEGTMATERIAL tOGKSHALLBE6FEET . O .`a:.'. `: C CEMENT STABILIZED SAND CONCRETE COO AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX ...: O I IN LENGTH. NO BEDDING SAND IN THIS AREA. .l, 8„_ 12" MAX. +,CTIQAT A-1{ > : < j O © MANUALLY CONSOLIDATE 3. ALL BEDDING &INSTALLATION OF PVC PIPE SHALL B ((MANUALLY CONSOLIDATE B GRANULAR MATERIAL / i T OPTIMUM MOISTURE r �AT OPTIMUM MOISTURE) BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS THRUSTBLOCK MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE ' ' FOR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS OR ORGANIC '` :: RESTRAINED JOINT 6" M. J. ELL PLACED ON ` "" ' 4. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4" SHALL BE IN ACCORDANCE WITH ANSI/AWWA C1 501A21.50 3e NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4' COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL END7� i j (� j t /' OF ASSEMBLY SHALL BE 95% MAXIMUM PLASTICITY INDEX 15 PIPE PIP I UNDISTURBED SOIL TAMPING. OF .DINE BLOCKING STANDARD DENSITY PER ASTM D698 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 O.D.OO.D. � 6. RELATIVE COMPACTION SHALL BE TESTED IN THE 6" MIN./12" MAX. R �L „ IN-LINE BLOW OFF ASSEMBLY MINIMUM PERCENT PASSING 314" SIEVE 100 R� PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. VV/ c� _ THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL TAPE AT A MINIMUM OF 24" 6 MINJ12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S ,3 0 W3-01 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR NOTE:AREAS TO BE PAYED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN j GALV. ELL © CEMENT STABILIZED SAND ON STRUCTURAL BY THE CONTRACTOR. W/S.S. HOSE CLAMP AREAS OR STI �' I S TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH GALV. NIPPLE I I REMOVE AND DISCARD PAVING OR PLATING PLACED AT THE END OF EACH SIDES OF COPPER PIPE. AIR RELEASENACUUM I, -AFTER USE BREAKER VALVE I I MJ PLUG VALVE BOX AND SHAFT EXTENSION RECONS7RUCTLD WORKING DAY. 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 1010") 2" METER BOX WITH I I EXIST. GRADE 4•_p' CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 (2") OR CAST IRON LID 1 DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL i i SCH. 40 GALV. PIPE TX 4'X 6" CONCRETE SLAB r�T 3. PIPE SIZE SHALL BE 1" OR 2". I (� AFTER BLOW -OFF "• < `•': ° CITY OF BRYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 4, SIZE OF LINES AND VALVES MAY BE MODIFIED BY I I INSTALL MALE QUICK AMERICAN FLOW CONTROL The GoodLife, iFe, TexaStile." THE ENGINEER I I CONNECTION & CAP TRENCH ADAPTER EXIST. GRADE T OR AN APPROVED r W4 -O2 EQUAL HOT -BOX POLY ") W 4" APPROVED ; GENERAL NOTES MODEL M (1 L WITH BRASS BALL VALVE ` HEAT OR MODEL PHR2 (2" •' ••• • " " ' "" PIPE MATERIAL WITH HEAT OR APPROVEf� MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE % LL AREAS WHERE EXISTING VEGETATION AND GRASS COVER i. AND BALL VALVE WATER / HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 4" X TX T CONCRETE PAD FOR 1" PIPE COPPER EXPOSED TO LOCK SODDED OR HYDROMULCHED AND WATERED UNTIL 4" X 5' X 3' CONCRETE PAD FOR 2" PIPES CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS SLEEVED WITH APPROVED „ 1 PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS COPPER PIPE SLEEVING HALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF CONCRETE BLOCKING TO LAST DISTURBANCE. BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCK''NG TO TYPE "K" COPPER TUBING DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH PPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN BY: C•L.M- DETAIL W3-00 I URING THE ENTIRE TIME THAT EARTH HAS BEEN BARED- BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: 08-01-12 C� ' BRASS NIPPLE -/Ir EGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 4 END OF LINE OMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE N T S -TAPPING SADDLE W/ CORPORATION STOP, It ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF� / 2 BLOW -OFF RISER BLOW -OFF SILT AFTER EVERY RAIN. APPROVED: W. k) K. Pj ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. AIR RELEASE VALVE &VACUUM CHECK VALVE FIGURE: W3-02 W3-03 W3-04 SHEET 1 OF 2 Is r MEGALUG s >s� �, a PIPE �s1T+ may'"C��'��y�i ' 2•X4'X6' W4 -00W4-01 CONCRETE SLAB/,/ -2'X 4'X 6" CONCRETE SLAB ! 1 °.•. ,. a ;:; . ; ... , •.. ® SELECT MATERIAL ORIGINAL GROUND OR v MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS LUMPS CLODS, OR DEBRIS LARGER THAN TWO (2) I, 4'-0" NOT GREATER %ACK INCHES IN THE LARGEST DIMENSION COMPACTED TO A THAN 45 FILL ° 1. FORBEDD/NGAND TRENCHING WlTHINALL EX/ST/NGMINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BYPAVEDAREAS SEE DET S AIL FDR OPEN CUTSTREETS, � Z ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN ,•, ,, ;,,,,,,;, (Details ST4-00 ST4-09 5T4-02. THIS y + ° ( J NOTE DOES AMERICAN 6" DIP W/RETAINING � � �. __ OPTIMUM T� 4/° OF OPTIMUM UNDER NON-STRUCTURAL °'• ' ' M RICAN FLOW CONTROL TRENCH ..:;--{,.. NOTAPPLY TD STREETS BE/NG RECONSTR G 2 UCTED. GLAND B - ADAPTER OR AN APPROVED EQUAL N AT END AND AREAS Ie...YARDS, PASTURES, EASEMENTS AND TO A 'p ( o ) A SELECT MATERIAL „ PLUG. �'. " MINIMUM OF 98 /o OF MAXIMUM DENS". DETERMINED ,. ,: ••••• •• � i�...:-:...•-•,•. O 2. EVERY 100 FEET It•-� 9PROV/DEA WATER STOPSLOCK 12 MIN. BY ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN COMPOSED OFCEMENTS D AN OR NAT/VEMATER/AL +(( D � OPTIMUM TO 4/° OF OPTIMUM UNDER NEW STREET AREAS " • �� •° DEPENDING ON EMBEDMENT. 8 A SELEGTMATERIAL tOGKSHALLBE6FEET . O .`a:.'. `: C CEMENT STABILIZED SAND CONCRETE COO AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX ...: O I IN LENGTH. NO BEDDING SAND IN THIS AREA. .l, 8„_ 12" MAX. +,CTIQAT A-1{ > : < j O © MANUALLY CONSOLIDATE 3. ALL BEDDING &INSTALLATION OF PVC PIPE SHALL B ((MANUALLY CONSOLIDATE B GRANULAR MATERIAL / i T OPTIMUM MOISTURE r �AT OPTIMUM MOISTURE) BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS THRUSTBLOCK MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE ' ' FOR PVC PIPE. OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS OR ORGANIC '` :: RESTRAINED JOINT 6" M. J. ELL PLACED ON ` "" ' 4. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4" SHALL BE IN ACCORDANCE WITH ANSI/AWWA C1 501A21.50 3e NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4' COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL END7� i j (� j t /' OF ASSEMBLY SHALL BE 95% MAXIMUM PLASTICITY INDEX 15 PIPE PIP I UNDISTURBED SOIL TAMPING. OF .DINE BLOCKING STANDARD DENSITY PER ASTM D698 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 O.D.OO.D. � 6. RELATIVE COMPACTION SHALL BE TESTED IN THE 6" MIN./12" MAX. R �L „ IN-LINE BLOW OFF ASSEMBLY MINIMUM PERCENT PASSING 314" SIEVE 100 R� PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. VV/ c� _ THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL TAPE AT A MINIMUM OF 24" 6 MINJ12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S ,3 0 W3-01 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR NOTE:AREAS TO BE PAYED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN j GALV. ELL © CEMENT STABILIZED SAND ON STRUCTURAL BY THE CONTRACTOR. W/S.S. HOSE CLAMP AREAS OR STI �' I S TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH GALV. NIPPLE I I REMOVE AND DISCARD PAVING OR PLATING PLACED AT THE END OF EACH SIDES OF COPPER PIPE. AIR RELEASENACUUM I, -AFTER USE BREAKER VALVE I I MJ PLUG VALVE BOX AND SHAFT EXTENSION RECONS7RUCTLD WORKING DAY. 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 1010") 2" METER BOX WITH I I EXIST. GRADE 4•_p' CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 (2") OR CAST IRON LID 1 DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL i i SCH. 40 GALV. PIPE TX 4'X 6" CONCRETE SLAB r�T 3. PIPE SIZE SHALL BE 1" OR 2". I (� AFTER BLOW -OFF "• < `•': ° CITY OF BRYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 4, SIZE OF LINES AND VALVES MAY BE MODIFIED BY I I INSTALL MALE QUICK AMERICAN FLOW CONTROL The GoodLife, iFe, TexaStile." THE ENGINEER I I CONNECTION & CAP TRENCH ADAPTER EXIST. GRADE T OR AN APPROVED r W4 -O2 EQUAL HOT -BOX POLY ") W 4" APPROVED ; GENERAL NOTES MODEL M (1 L WITH BRASS BALL VALVE ` HEAT OR MODEL PHR2 (2" •' ••• • " " ' "" PIPE MATERIAL WITH HEAT OR APPROVEf� MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE % LL AREAS WHERE EXISTING VEGETATION AND GRASS COVER i. AND BALL VALVE WATER / HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 4" X TX T CONCRETE PAD FOR 1" PIPE COPPER EXPOSED TO LOCK SODDED OR HYDROMULCHED AND WATERED UNTIL 4" X 5' X 3' CONCRETE PAD FOR 2" PIPES CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS SLEEVED WITH APPROVED „ 1 PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS COPPER PIPE SLEEVING HALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF CONCRETE BLOCKING TO LAST DISTURBANCE. BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCK''NG TO TYPE "K" COPPER TUBING DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH PPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN BY: C•L.M- DETAIL W3-00 I URING THE ENTIRE TIME THAT EARTH HAS BEEN BARED- BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: 08-01-12 C� ' BRASS NIPPLE -/Ir EGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 4 END OF LINE OMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE N T S -TAPPING SADDLE W/ CORPORATION STOP, It ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF� / 2 BLOW -OFF RISER BLOW -OFF SILT AFTER EVERY RAIN. APPROVED: W. k) K. Pj ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. AIR RELEASE VALVE &VACUUM CHECK VALVE FIGURE: W3-02 W3-03 W3-04 SHEET 1 OF 2 f cis - - z CD I I' w I i I. i i SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 121NGHES;BELON/FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM (BOTTOM ; PIPING APPARATUS OR METER WITHIN THE VAULT. OF ANY I 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE'CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING,; COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINERE' I GLANDS SHALL BE INSTALLED AT EACH FITTING ON FLG. COUPLING ADAPTER NRS GATE VALVE w/FLG. SPOOL I, (TYP-2) II NRS FLG GATE VALVE (TYP 2) MFG: PARK EQUIP. Co. 4: MODEL: DMC -CS 18" - �. APPROVED 3" OR LARGER COMPOUND i ,t METERS VAULTS & MATERIALS 000 O ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS j SENSUS C2 OMNI FLG TEE APPROVED VAULTS - PARK DMC -BR TOUCH READ 1000PRE-CAST CONCRETE u (TYP-2) GALLON W/STRAINER VAULT W/ ADEQUATEACCESS AND VAULT PIAN VIEW DIMENSIONS FOR METER SELECTED { CONCRETE APPROVED MATERIA II RTE LID WI 36"x60" MATERIALS - DUCTILE IRON PIPE WITH SINGLE LEAF GALVANIZED MECHANICAL JOINT. SET SCREW STEEL HATCHWAY (H-20 RATED) RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. I, DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS i OR MATERIALS MUST BE SUBMITTED TO THE b GAL ( DIVISION MANAGER WATER SERVICES, 72 HOURS ANIZED STEEL PRIOR TO ANTICIPAFEO DEVIATION. -- j I�P� SUPPORT 10 7-11 GRAVEL BED 12" SQ SUMP W/ C ST IRON GRATE AND OPTIO Al_ DRAIN ELEVATION VIET LT CITY OF COLLEGE STATION METER VAULT ASSEMBLY W5-00 NOTES: NOTES: NOTES: u Il O Service saddle, SS straps, CC threads 5 Meter box valve: NOTES: NOTES: Q Service saddle, SS straps, s threads Q Meter box valve: Q Service saddle, SS straps, CC threads 6 Swivel nut - C38-66-2-875 -1-1/2" NOTES. Installed per manufacturer's 5 =Ford Angle Stop - BA13-342W -1" Installed per manufacturer's 5 -Ford Angle Stop - BA -1 - i installed er manufacturer's recommendations. All main types: 5A =Ford Straight Stop 811 444W -1 p g yp 9 p recommendations. All main types: 5A = Ford Straight Stop - B11 -444W -1" recommendations. All main types: 7 Brass all thread I.P.S•-1-1/2" 10 Service saddle, SS straps, s r threads 6 Brass bushin IPS -1 x 3/4 1 Service saddle nu Smith Blair 31 Z Smith Blair 317 Yp d 5 Q straps CC threads ©Meter nipple- C38-44-2-625 -1" Service sad I i' ��--{ Brass bushing IPS -1" x 3!4" _ - Smith Blair 317 - installed per recommendations.. Installed per manufacturer's 0 Servl d e, SS straps, CC threads 6 Swivel nut -C38-66-2-875 -1-112" � Q Corporation Stop: Ford FB 1000-4-Q - i" © Meter nipple C38-44-2-625 1 8 Meter adapter - BBIM 66 -1-1/2" All main types: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 - 3/4 p 7 Meter nipple - C38-23-2-5 - 314" � Corporation Stop. Ford FB 1000-4-Q -1 � p yypp g Q recommendations. All main types: ®Ball valve Installed per manufacturer's 7 2 corporation(Sto Ford FB 1000-6-Q -1-1/2 Ford S70/S90 recommendations. All main types: 8 Brass all thread I.P.S.-1-1 /2 Service tubing: Type K copper -soft -1" ,; ®Meter box and lid: Old Castle meter box, p' V Bail valve Cambridge 800 Series or Ford S70/S90 y 8 Meter box and lid: Service tubing. Type K copper- soft -1 CI lid with Reader #3 @) Meter box and lid: Old Castle meter ®Meter box and hd. Old Castle meter box, Cambridge 800„Series or Ford S70/S90 g Old Castle meter box, 6 2 corporation Stop: F Meter adapter - BBIM 66 -1-1/2” ®Ford male adapter- C84-44-0- 1" O Cl lid with Reader #36 � Service tubing: Type Kcopper -soft-1-1/2" box, CI lid with Reader #65 � p p: ord FB 1000-4- i" � Meter box and lid: Old Castle meter l�2 Corporation Stop; Ford FB 1000-4-1" CI lid with Reader #36 box, Cllid with Reader 2 Corporation Stop: Ford FB 1000-6-1-1/2" Meter box and lid: Old Castle meter ® Ford male adapter - C84 44Q -1" 3 Service tubing: Type Kcopper -soft -1 " 3 Service tubing: ® Ford male adapter - C84 -66-Q -1-112" Q g: Type Kcopper -soft -1" 3 Service tubing: iType K copper - soft -1-1/2" box, Cl lid with Reader #65 4� Ford male adapter - C84-44-1" 4 Ford male adapter- C84441" 4 Ford male adapter - C8466-1-1/2"Ball valve 5O Meter box valve: - P, 5 =Ford Angle Stop - BA -11-666W -1-112" 0 Meter box valve: 8 Meter box valve: g CUSTOMER 5A = Ford Straight Stop - B11 -666W -1-112" 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER 5 = Ford Angle Stop - BA 43 444W -1" U5 Meter box valve: VALVE 5A - Ford Straight Stop - B11 -444W -1 VALVE 5A = Ford Straight Stop -811-444W-1" VALVE MER 5 = Ford Angle Stop - FV -43-666W -1-1/2" CUSTOMER g CUSTOMER 9 5A Ford Straight Stop - B11 -666W -1-1/2 VALVE — VALVE CUSTOMER 8 VALVE 7CUSTC r7vC.U., 9 3 568 u4 55 6 8 3 4 610n428E MER VAMER CUSTOMER 2 — VALVE TOMER CUSTOME _ VE CUSTOMER 1 VALVE 3 9 VALVE 2 9 2 ffl� 7 8 1 8 3 1 g 8�• i 3 10 9 d R3 rr h 4 7 8'iP t• 6 4 g 7 4 5A 6 6 4 7 4 6 v CITY OF ARYAN CITY OF BRYAN CITY OF BRYAN CITY OF COLLEGE STRAIGHT OR ANGLE TAP - 3/411 STRAIGHT OR ANGLE TAP - I" STRAIGHT OR ANGLE TAP = 1-1 2" GE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION > STRAIGHT OR ANGLE TAP.- 3/4° STRAIGHT OR ANGLE TAP - 111 IL . STRAIGHT OR ANGLE TAP - 1-1 2" - Ew6-00 NOTES: W6-Ol[W6-02 - W7-00 W7-01 tiV7-02 NOTES: NOTES: 0 Service saddle, SS straps, CC threads 7 Brass cou lin I.P.S. - 2" NOTES: Installed per manufacturer's O p g 1. ALL CONNECTIONS TO BE COMPRESSION TYPE recommendations. All main types: 8 Swivel nut- C38-77 - 2" METER SWIVEL NUT OR NIPPLE METER � Service saddle, SS straps, CC threads 8 Swivel nut- C38-77 - 2" G Smith Blair 317. Yp O 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN Installed per manufacturer's recommendations. O 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER Meter adapter, BBIM 77 - 2" APPROVED EQUAL, ANGLE STOP BOX All main types: Cambridge 800 Series or 9 Meter adapter - BBIM 77 - 2" yy g O P 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP BOX Q2 Corporation Stop: Ford FB 1000-7-Q 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE Ford S70fS90 (cc thread) - 2" ®Brass nipple I.P.S. -2" x 3" w ®Brass nipple I.P.S. - 2" x 3" APPROVED EQUAL �i INSTALLED WITH THE MAIN LINE CONSTRUCTION. o O z 2O Corporation Stop: Ford FB 1000-7 (cc thread) - 2" 3, ALL SERVICE WYES & EXTENSIONS ARE TO BE o w O Service tubing: Type K copper - cu - soft- 2" Meter box and lid: Old Castle meter 4. EXISTING METER BOXES ARE TO BE REMOVED. 1-1l2" BALL VALVE (FOR DOUBLE SERVICE ' ©Meter box and lid. Old Castle meter INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1-112" BALL VALVE O z_ box, Cl lid with Reader #65 THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) 3O Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 (FOR DOUBLE J ® Ford male adapter -C84-77-Q - 2" © WATER 4. EXISTING METER BOXES ARE TO BE REMOVED. SERVICE ONLY ~ Meter box and lid: Old Castle 12" METER ® Ford male adapter - C8477- 2" ©Meter box and lid: Old Castle 12" ) WATER � Meter box valve: round valve box #3RT round valve box #3RT THE NEW METER BOXES SHALL BE OLD CASTLE, 0 5 Meter box valve: — - — V MIN.— - — - — - — 5 = Ford Angle Stop - FV -43-777W - 2" ® Ball valve METER 5 =Ford Angle Stop - BA -11-777W- 2" O - — - — 4' MIN.— _ — - — -�- 5A =Ford Straight Stop - B11 -777W - 2" g Q Brass nipple I.P.S. - 2" x 6" 5A =Ford Straight Stop - B11 -777W - 2" © Brass nipple I.P.S. - 2" x 6" 211 e USTOMER VIE LV A,A ( 07 Brass coupling I.P.S. - 2„ 7 GLVE DOUBLESERTVICE o CUSTOMER VIET'TjA-A 0 O 11 VALVE DO % J O O 3 4 5 g g 8 d 2 1 CUSTOMER 1 3 VALVE 8 c 0 4 6 7 g METER NUT SIZE MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. I, MODEL SIZE L1 W1 H1 S 3/4" x 12" Long C38-23-12 DMC-CS3 3" 8'-8" 5'-0" 4'-6' 12,000 C38-44-8-5 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. C38-66-2-875 DMC-CS4 4" 8'-8" 5'-0" 4'-6" 12,000 C38-77 2" Meter Bushing BBIM-77 METER DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 METER FLG. COUPLING ADAPTER NRS GATE VALVE w/FLG. SPOOL I, (TYP-2) II NRS FLG GATE VALVE (TYP 2) MFG: PARK EQUIP. Co. 4: MODEL: DMC -CS 18" - �. APPROVED 3" OR LARGER COMPOUND i ,t METERS VAULTS & MATERIALS 000 O ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS j SENSUS C2 OMNI FLG TEE APPROVED VAULTS - PARK DMC -BR TOUCH READ 1000PRE-CAST CONCRETE u (TYP-2) GALLON W/STRAINER VAULT W/ ADEQUATEACCESS AND VAULT PIAN VIEW DIMENSIONS FOR METER SELECTED { CONCRETE APPROVED MATERIA II RTE LID WI 36"x60" MATERIALS - DUCTILE IRON PIPE WITH SINGLE LEAF GALVANIZED MECHANICAL JOINT. SET SCREW STEEL HATCHWAY (H-20 RATED) RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. I, DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS i OR MATERIALS MUST BE SUBMITTED TO THE b GAL ( DIVISION MANAGER WATER SERVICES, 72 HOURS ANIZED STEEL PRIOR TO ANTICIPAFEO DEVIATION. -- j I�P� SUPPORT 10 7-11 GRAVEL BED 12" SQ SUMP W/ C ST IRON GRATE AND OPTIO Al_ DRAIN ELEVATION VIET LT CITY OF COLLEGE STATION METER VAULT ASSEMBLY W5-00 NOTES: NOTES: NOTES: u Il O Service saddle, SS straps, CC threads 5 Meter box valve: NOTES: NOTES: Q Service saddle, SS straps, s threads Q Meter box valve: Q Service saddle, SS straps, CC threads 6 Swivel nut - C38-66-2-875 -1-1/2" NOTES. Installed per manufacturer's 5 =Ford Angle Stop - BA13-342W -1" Installed per manufacturer's 5 -Ford Angle Stop - BA -1 - i installed er manufacturer's recommendations. All main types: 5A =Ford Straight Stop 811 444W -1 p g yp 9 p recommendations. All main types: 5A = Ford Straight Stop - B11 -444W -1" recommendations. All main types: 7 Brass all thread I.P.S•-1-1/2" 10 Service saddle, SS straps, s r threads 6 Brass bushin IPS -1 x 3/4 1 Service saddle nu Smith Blair 31 Z Smith Blair 317 Yp d 5 Q straps CC threads ©Meter nipple- C38-44-2-625 -1" Service sad I i' ��--{ Brass bushing IPS -1" x 3!4" _ - Smith Blair 317 - installed per recommendations.. Installed per manufacturer's 0 Servl d e, SS straps, CC threads 6 Swivel nut -C38-66-2-875 -1-112" � Q Corporation Stop: Ford FB 1000-4-Q - i" © Meter nipple C38-44-2-625 1 8 Meter adapter - BBIM 66 -1-1/2" All main types: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 - 3/4 p 7 Meter nipple - C38-23-2-5 - 314" � Corporation Stop. Ford FB 1000-4-Q -1 � p yypp g Q recommendations. All main types: ®Ball valve Installed per manufacturer's 7 2 corporation(Sto Ford FB 1000-6-Q -1-1/2 Ford S70/S90 recommendations. All main types: 8 Brass all thread I.P.S.-1-1 /2 Service tubing: Type K copper -soft -1" ,; ®Meter box and lid: Old Castle meter box, p' V Bail valve Cambridge 800 Series or Ford S70/S90 y 8 Meter box and lid: Service tubing. Type K copper- soft -1 CI lid with Reader #3 @) Meter box and lid: Old Castle meter ®Meter box and hd. Old Castle meter box, Cambridge 800„Series or Ford S70/S90 g Old Castle meter box, 6 2 corporation Stop: F Meter adapter - BBIM 66 -1-1/2” ®Ford male adapter- C84-44-0- 1" O Cl lid with Reader #36 � Service tubing: Type Kcopper -soft-1-1/2" box, CI lid with Reader #65 � p p: ord FB 1000-4- i" � Meter box and lid: Old Castle meter l�2 Corporation Stop; Ford FB 1000-4-1" CI lid with Reader #36 box, Cllid with Reader 2 Corporation Stop: Ford FB 1000-6-1-1/2" Meter box and lid: Old Castle meter ® Ford male adapter - C84 44Q -1" 3 Service tubing: Type Kcopper -soft -1 " 3 Service tubing: ® Ford male adapter - C84 -66-Q -1-112" Q g: Type Kcopper -soft -1" 3 Service tubing: iType K copper - soft -1-1/2" box, Cl lid with Reader #65 4� Ford male adapter - C84-44-1" 4 Ford male adapter- C84441" 4 Ford male adapter - C8466-1-1/2"Ball valve 5O Meter box valve: - P, 5 =Ford Angle Stop - BA -11-666W -1-112" 0 Meter box valve: 8 Meter box valve: g CUSTOMER 5A = Ford Straight Stop - B11 -666W -1-112" 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER 5 = Ford Angle Stop - BA 43 444W -1" U5 Meter box valve: VALVE 5A - Ford Straight Stop - B11 -444W -1 VALVE 5A = Ford Straight Stop -811-444W-1" VALVE MER 5 = Ford Angle Stop - FV -43-666W -1-1/2" CUSTOMER g CUSTOMER 9 5A Ford Straight Stop - B11 -666W -1-1/2 VALVE — VALVE CUSTOMER 8 VALVE 7CUSTC r7vC.U., 9 3 568 u4 55 6 8 3 4 610n428E MER VAMER CUSTOMER 2 — VALVE TOMER CUSTOME _ VE CUSTOMER 1 VALVE 3 9 VALVE 2 9 2 ffl� 7 8 1 8 3 1 g 8�• i 3 10 9 d R3 rr h 4 7 8'iP t• 6 4 g 7 4 5A 6 6 4 7 4 6 v CITY OF ARYAN CITY OF BRYAN CITY OF BRYAN CITY OF COLLEGE STRAIGHT OR ANGLE TAP - 3/411 STRAIGHT OR ANGLE TAP - I" STRAIGHT OR ANGLE TAP = 1-1 2" GE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION > STRAIGHT OR ANGLE TAP.- 3/4° STRAIGHT OR ANGLE TAP - 111 IL . STRAIGHT OR ANGLE TAP - 1-1 2" - Ew6-00 NOTES: W6-Ol[W6-02 - W7-00 W7-01 tiV7-02 NOTES: NOTES: 0 Service saddle, SS straps, CC threads 7 Brass cou lin I.P.S. - 2" NOTES: Installed per manufacturer's O p g 1. ALL CONNECTIONS TO BE COMPRESSION TYPE recommendations. All main types: 8 Swivel nut- C38-77 - 2" METER SWIVEL NUT OR NIPPLE METER � Service saddle, SS straps, CC threads 8 Swivel nut- C38-77 - 2" G Smith Blair 317. Yp O 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN Installed per manufacturer's recommendations. O 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER Meter adapter, BBIM 77 - 2" APPROVED EQUAL, ANGLE STOP BOX All main types: Cambridge 800 Series or 9 Meter adapter - BBIM 77 - 2" yy g O P 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP BOX Q2 Corporation Stop: Ford FB 1000-7-Q 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE Ford S70fS90 (cc thread) - 2" ®Brass nipple I.P.S. -2" x 3" w ®Brass nipple I.P.S. - 2" x 3" APPROVED EQUAL �i INSTALLED WITH THE MAIN LINE CONSTRUCTION. o O z 2O Corporation Stop: Ford FB 1000-7 (cc thread) - 2" 3, ALL SERVICE WYES & EXTENSIONS ARE TO BE o w O Service tubing: Type K copper - cu - soft- 2" Meter box and lid: Old Castle meter 4. EXISTING METER BOXES ARE TO BE REMOVED. 1-1l2" BALL VALVE (FOR DOUBLE SERVICE ' ©Meter box and lid. Old Castle meter INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1-112" BALL VALVE O z_ box, Cl lid with Reader #65 THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) 3O Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 (FOR DOUBLE J ® Ford male adapter -C84-77-Q - 2" © WATER 4. EXISTING METER BOXES ARE TO BE REMOVED. SERVICE ONLY ~ Meter box and lid: Old Castle 12" METER ® Ford male adapter - C8477- 2" ©Meter box and lid: Old Castle 12" ) WATER � Meter box valve: round valve box #3RT round valve box #3RT THE NEW METER BOXES SHALL BE OLD CASTLE, 0 5 Meter box valve: — - — V MIN.— - — - — - — 5 = Ford Angle Stop - FV -43-777W - 2" ® Ball valve METER 5 =Ford Angle Stop - BA -11-777W- 2" O - — - — 4' MIN.— _ — - — -�- 5A =Ford Straight Stop - B11 -777W - 2" g Q Brass nipple I.P.S. - 2" x 6" 5A =Ford Straight Stop - B11 -777W - 2" © Brass nipple I.P.S. - 2" x 6" 211 e USTOMER VIE LV A,A ( 07 Brass coupling I.P.S. - 2„ 7 GLVE DOUBLESERTVICE o CUSTOMER VIET'TjA-A 0 O 11 VALVE DO % J O O 3 4 5 g g 8 d 2 1 CUSTOMER 1 3 VALVE 8 c 0 4 6 7 g METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1 /2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 ANGLE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long STOP 3/4" x 12" Long C38-23-12 13 C38-442-625 MI C38-44-8-5 1-1/2" Meter Nipple 3 4 5 . 1-1/2" Meter Bushing WATER 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER 2 CUSTOMER METER 1 3 13 VALVE 8 BOX METER SWIVEL ( 10 NUT OR NIPPLE METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 I" x 2.625" Long C38-442-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 L BLE SER t ICE j CITY OF NI YAN ANGLE STOP The CoodLife, Tex-asStile:- T 2' M i WATER METER i METER BOX j METER SWIVEL 7 9 NUT OR NIPPLE I 1" NUMEX SDR -9 200 PSI JIPE A -1/2TYPE "K" COPPER PIPE DRAWN B Y : C.L.M. (1" BALL VALVE OR COPPER PIPE �� DOUBLE SERVICE (2 FOR DOUBLE SERVICE) 1-112" BALL VALVE (2 FOR DOUBLE SERVICE) DATE: - - ONLY) 1-112" X 1" BRASS WYE (FOR DOUBLE SERVICE fy I (1 FOR DOUBLE SERV.) ONLY) 1-1/2 X 1' BRASS WYE 0� 01 12� CITY OF BRYAN CITY OF BRYAN CITY OF COLLEGE STATI loT (1 FOR DOUBLE3ERV., SCALE: N T S O CITY OF COLLEGE STATION APPROVE 'i STRAIGHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION STRAIGHT OR ANGLE TAP - 2" i w. P,. K. NATER SERVICE RECONNECTION F z u R E-= 4 76-03 W6-04 VV7-03 l XXTr' ---------- UI) OPTIMUM UVEMENT BOTTOM STRUCTU EO OFA i; • WITHIN 12 OF FINISHED GRAD �Q „ j co PIP $O.D. 4 BANK SAND, SPADE (n:Y BY LIFTS INTO PLACE, • Alignment Data: 13-259IW1 Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid rd Tangent Start Northing Start Easting I End Northing End Easting L2 0+00.00 1+50.00 150.00 N41- 27' 34"E I 10194537.66 3567430.88 10194650.08 1 3567530.19 (B MIN) TO FILL ALL VOIDS AROUND PIPE PIPE ND r THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM MIN. I F „ , D 12' - -r- F Ln r- X PIPE BARREL ETWEEN SUPPORT HOLES p rrI fn Cq EXISTING cn DD z00 A r) C: i SINGLE STORY METAL OFFICE/STORAGE O w: r= v, BUILDING W BRICK VENEER =�.1� . D o 1. BEDDING AND TRENCH BACKFILL / 4 _ s.. � w z I 320 320 FF = 309.82 _ ..> e�m 4. 14028 SF .. r -•r zzml :. f ; " DETAIL FOR PVC SANITARY SEWER ' EXISTING x 4 I m CONCRETE ". EXISTING AND WATER PIPE • . PAVEMENT ... �. D z 12„ WATER INE C\1 — I r ; mN.T.S. .oa to _ r 4 ;r j I EXISTING .r :t 8 SEWER LINE 316 31 6 r, .:t z .� { EXISTING r. I 312 312 '. SINGLE STORY LAB, OFFICE & A s ? STORAGE BUILDING m F METAL BUILDING W/ BRICK VENEER - r r ;; SF 1 4,442 i' ,,._.._ .; . •� _r EXISTING 1 GROUND STA. 1YO2 i}•. <a"9 .. . • .: � . " ," :!^ 12" x 8"--- 308 308 too +s t .� 0+00 \ D - - 4' MIN. '. to m BURY INSTALL 12 x 8 TEE s I I FIELD VERIFY ELEVATION STA. - 1+06.43 WATER NOTES: z r 8" MJ GATE VALVE 304 304 1 STA. - 0+05.16 N A 8" x 6" MJ REDUCER EXISTING 12 1. PROPOSED BUILDING TO TIE INTO EXISTING PRIVATE WATER AND SEWER UTILITY PROPOSED 8 LINES. WATER LINE GATE VALVE _ os3x / ±106 LF m I 2. STRUCTURAL BACKFILL AREAS ARE. DEFINED AS ANY TRENCH SECTION UNDER OR L. �• 15 PUE EXISTING WITHIN 5' OF PAVEMENT. r ? WATER METER W_ EXISTING 3. PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER h " ( I SANITARY d 300 -PLUMBING CODE. 3OO APPROXIMATE LOCATION OF SEWER n w n n STA. - 0+01.70 EXISTING SEWER SERVICE MANHOLE 4. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH n wm Nib 6' FIRE HYDRANT ASSEMBLY NO. 1 D 1 FIELD VERIFY PLUMBING CODE. zw '01 0 LO v II n W VERTICAL EXTENSION &VALVE I O a CQ J o / EXISTING OVERHEAD y4 5. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. w ¢ v w v > M ff, ELECTRICAL LINE `� o W- - co v 11 w . fi' . <. Q 6. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6 SHALL BE +, z ai �' 01' - PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL o iD Z o + N / HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 296 ra-:X� o io o 29� r 0.008 ACRE / (n lox UTILITY EASEMENT 7. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH 2000 PSI. r N m x ,r 2009/274 cv / 8. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING ri N 1° �¢� N EXISTING FIRE EXISTING rri AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. HYDRANT DRIVEWAY ( / 9. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED T— �$ 7 DAY STRENGTH. (I i 4" , `` 10. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. y 292 292 T a 7 GAS 1. WATERLINE PIPE MATERIAL O V C 6" & 8" PVC, DR -14 (AWWA C-900, CL. 200) WITH TRACER WIRE. MIq — - - -. N r� T — `�T T -- ST T T —ST �T —SSTS— S1 Tg I rO cv I c§T —s'-� -3 —S� — —SSS — 2 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. O O 3. REFER TO FIGURES Wt & W2 FOR DETAILS. 4. WATER LINE SHALL BE INSTALLED IN ACCORDANCE WITH 2012 CITY OF 1288 288 EXISTING r BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. GRAHAM ROAD 48' PVMT -VARIABLE WIDTH R.O.W. STORM SEWER EXISTING SANITARY - MANHOLE SEWER MANHOLE —0+50 0+001+00 1+50 CV I I 8" PUBLIC WATER LINE D m JOB NO. DATE 13-259 AUG. 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON AUGUST 6, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. PLAN & PROFILE PUBLIC WATERLINE W- I STA. 0+ 0 TO 1+50 PUBLIC WATERLINE W-2 0+00 TO 0+50 mss■ : a 1 STORM SEWER EXISTING SANITARY - MANHOLE SEWER MANHOLE —0+50 0+001+00 1+50 CV I I 8" PUBLIC WATER LINE D m JOB NO. DATE 13-259 AUG. 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON AUGUST 6, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. PLAN & PROFILE PUBLIC WATERLINE W- I STA. 0+ 0 TO 1+50 PUBLIC WATERLINE W-2 0+00 TO 0+50 ii GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OFLL 20' ELECTRICAL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HORS / EASEMENT IN ADVANCE OF CONSTRUCTION IS REQUIRED. 1468/25 --305-- -- -'_' -" -- --' '- ' DIG TESS: (800) 344-8377 / T - -- - - ATMOS ENERGY: (979) 774-2506 305 i SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 / - r 2. ITTIS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS En AE AE AE ACS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SiLT FENCE AS NECESSARY. : 1f -- -AE AE-AE--AE-AE- -AE-AE-AE--AE- AE AE AE3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND -AE- AE --AE- AE- ' AE AE AE AE AE -AE -AE -AE - AE AE T G THE EROSION f�ND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTI OF THIS PROJECT. ,�-m., ., ,..rasa .. -., v , ,... r_ ._ , _ Swill' .. .,r ,,.._. .. .. .^r- .... ..-n. .,... i"° ,. , . ..<i�••-•,. , .. _.. _ . .., .. .. w _ n.. ,.. . , :, _ ...: ,.. .. r.. n. _.. .. .. Y < •_"7-"fi, _... � .r ,., _ ,r - ,. <_ .t. a. ...._ - ,a Y s., r.. 1. r .: '_S-: .. W ,, ... i.,,.. _ <. .. ._ _Y.d r � ,,, i,. ,. a t.� h [, v Y . _. ., .. ,. @ .s. r� • A -. .. � u $ , � , e 1 „ 'ti e ,+ CF. .. .:. _ 1. , f. ... x, � n. 3-m- j' ,I�3sn- F te e v.,... ♦ ,.., .« e _l r- . ts' i , .. ... _. .. , , 1 , t,. ,.i x.r- ,! r. r. a (,vt.I.. a t k v Y. _ -: psi jam` -, � r _ ..0 . _ . , .. f., ... , k ... , t - , f , a. �e� ...r.: ,. e , ..ii >.� vd! .. � .. b. ... fE. ,. �. 7. o. .,L.W ;r ,.. ))., v .az. ...,a.t Rr „ r, .. .. .. .. e, a;5. -av r. L ,. }} .L kY �+�y '+. � , „ . - ?� .'� 8h...»..,. .... .R . .� ,.. ., . -. .. - � -.. ..v „ t?r,. - w , . "i YhF' ... ., ..:. -_... :..._ t.. { ... _ .,.... c.. 1 Sk.l � i . c5 _. _. v . , .•},;r: .i' R .. s`•a' .. '.:': r� , n a .. __, f t. , f7 ,, ,. , kk , r,f .. r3 K.< -. _. S< _ . - :, now £ATS . , - r .. . h ,... __. ... ..t,_s. ..a', >< ra`<.. 'rd spa, . Z �' a �. r.... ,. .,c .-.. .... .c.. �.< -< .. -.$ ,f f. �. .r ._ .. ,.. , .. .. _. -,.,.. ....,,.-.._... r .... ._..- _ . . ..... �. -._. , --r r ., ..- Z• _ �. rlc.a , `x- (�''T._...-� ., Lxs.,,... :.,__:.._ . _ _ [,...s d<vo i ., to >. {p, ... � L.. -._� ._I. �.,___. - �� _ 4�aa-/� 't>._e _a-.. 2.� pp `•,.' ! - :,:;�, tttl%I� � �� III ,�'• f^`'-s�� �kJ9,�11 �k.s :3 IL� Ii I� ?"`;,i..s� ,. ,ts''.-',�`-'.F� � ��'� ka. - • � - 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXR - r �_ 150000 REQUIREMENTS FOR CONSTRUCTION SITES. _ - - _ - --- �_ __ 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER 40vLIMITS OF ° 3b5.87 FL - -- __ CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. `.. SILT FENCE Y,x DISTURBANCE 2s X30 � 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF rx BRYAN COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS ,�� i \• � � ^^ E�� / E S OTHERWISE .,, ,_. ,_.- •. i `-- ..� NOTED. ALL CONSTRUCTION SHALL BE COORDINATED .WITH THE CITY ENGINEER'S OFFICE. 307 y ., 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STAND ARD 29 CFR PART 1926 , SUBPART P FOR TRENCH SAFETY REQUIREMENTS. mC'A_ - _ y�o�' - TOP OF BERM 307.55' TOP OF BERM - 307.55 `'�ir 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. tt,, «•LY 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT rtyi � 307 • sos • _ r - , _ _ TO THE PROJECT SITE. 306.00 FL r 1. .� 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 L OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT - , II � BELOW AN OPAQUE HOUSING AND NO FIXTURE .SHALL DIRECTLY PROJECT LIGHT ' DETENTION POND ±3934 SF HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED s CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE: PLEASE NOTE THAT 6 CONCRETE COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING. P PAVEMENT AND CERTIFICATE OF OCCUPANCY., PERMIT - SITE PECIFIC NOTES. r� s j : OWNER OF THE PROPERTY x•307 :. _ :_ _:...�: .... :...... ._ : _: , 1 T' E E E IS TAMU RESEARCH FOUNDATION. THE SUBJECT f� r3 PROPERTY IS LOT 1 BLOCK 1 GRAHAM ROAD INDUSTRIAL PARK 11. PROPERTY IS ZONED 307 ' I� M-2 HEAVY INDUSTRIAL. TP---.307.50 TP 308.00 TP 308.00 - -- _ � 2. T': E TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.753 ACRES IY �.� m a��,., (3 F) ,......._ r 308.00 TP C 2808 0 S i p o' v v p D 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THIS SHEET & DRAINAGE' 307.35 TP pV� 307.10 TP . p o p v p D kt�I i v v p D REPORT. v ( p D v r D D p D p by v v p' 307.50 TP i 4. TAF Bull, , � v p p FIC IMPACT ANALYSIS IS NOT REQUIRED. - -'-- . - 5. T E SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO 307.37 TP D v v v 308.30 TP 308.30 TP 308.30 TP F- MA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED v COMMUNITY L C 12012. t 307.38 TP � � p D � ---- ---- -- �"'EAS CO PANE NO 48041 C0310 E EFFECTIVE DATE. MAY 6 j. 6. L RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE D : p N TED. II !' 7. L PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT 1=7., EXISTING �D _ RADIO C7 p� \ . p D : D X43, D-1 PTHS• TOWER d v - _ 8. L UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) v ; <; S OWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON 308.30 TP NSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT '�lI3 o - ENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT v 0 v p {C i3 r„ T �' - -_ _. v p v REPRESENT AS -BUILT CONDITIONS. p 307.50 TP . v �/' v D . o p 308.50 TP .f �! " >7 d 9. THE MINIMUM REQUIRED FIRE FLOW FOR A CONSTRUCTION BUILDING IBC TYPE IIB OF D 307.90 TP ? , ) p, 5000 SF IS 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED. ONE (1,) f� .• v PROPOSED HYDRANT WILL BE SUFFICIENT. THE BUILDING ILL NOT W HAVE A FIRE o v D SPRINKLER SYSTEM. E�, p ll 308.30 TPI.,: 10. B�JILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE v v p PROPOSED BUILDING r 3 ATION UNIFIED DEVELOPMENT ORDINANCE. (5000 SF v ;p v . ... uFF - 308.60 :1;. 307.62 TP p �, f °>x,z,l ' '• . � 11. E EXISTING SOLID WASTE FACILITIES LOCATED ON SITE SHALL CONTINUE TO FUNCTION 10 5 0 10 EREIN DURING AND AFTER CONSTRUCTION. j v v _ - v SCALA IN FEET 307.70 TP - b308.58 a v TP 308.58 TP �aD �.. 308.58 TP 308.00 TP v - v :,t,. 308.58 TP- - 308.58 TP - . . f 308.58 TP 308.58 TP 308.58 TP 1I ) 308.50 TP p 308.50 TP 308.50 TP 308.50 TP -- - D o v 100 YR I 4, 0 p 3va, v p _ - ELEV.= 307.55' W.S. ELEV.-307.55 308.50 TP p v 308.50 TP 308.50 TP 308.50 _ _ - _ 308.5 TP 308.50 TP . v 1 _ t --' 308.45 TP 308.50 TP 308.50 TP '' ' TOP OF POND 307.55 v .. ' 308.45 TP .. , � `,_ --- _..: - _ � _,-. _-.-• , t p D D 307.80 TP 308.45 TP 308.00 TP � �- 308.45 TP 308.25 TP 308.05 TP . v 308.17 TP D _ v 308.00 TP _ELEV.=306.00 ,.I, .. - " - � .. .. .,307.98 TP-'_--.' �\.�y� � is -1 a - -- - v- \ 308.45 TP V 307.88 TP _ 308.23 TP J -- 1 V „ 308.45 TP 308.1 O TP _ •:-- -_. --- RE LANE - `IRE LANE .- TRE LAN TRE LANE RE LANE ' 3OS.22 TP <-f LIRE LANE1`IRE tANc-->-JRE LANE , 308.01 TP t 1. l S 307.95 TP MATCH EXISTING MATCH EXISTING _ <t POND OUTFALL CHANNEL MATCH EXISTING -, -� _r -�- .-- _ __,. n i i .. i'i' :t1_ ,. ME? _,,. .,... -.. , F4 .. i. "✓. _.,.. r r:, t FI .,.f.. , r v , . .Y,' Y,..., n . .ir.., 1- ,.. ., i .a r': _ ... «.. , �. .r}� 41 ri„ -.k .. t a f � 3 Y a , Jry 1 4 t h 'i .. .. w .. , .. .i ; __ }. � �. ,> ... v r,. <h . ,. ,.r �_% .C. sfi M- -. - , Z, : 6 r .. .. _ 4. L n :.. f`k € ., _ (�L�*.. I, r_�.q t... J. . y. I '4 r .fl �, _ . <+- r _ ., _. f.. ---. ,-. v. ...,,., .� 4<i._> .'i.'.°' : t` L _ v f .... _ . v .. 5 , . �._. .7.. F v ...,1} - _ .. _... -.. , , r. .a� - I .. ;lT� , ... -. -+, �... i,. , , .,L ..'�'.. .at ':�F __ ♦ ,. aA G - r.,- � n 1 �. s ., ->, 3 .`Y'( e-. e, .. , ...1 {€-i .#` 1 hli c t+ „ . : ? __ .. -r �< r. , < kr ,.. F k YL�.. kr:" �. c _ i5.' .,t _. ,. -r. ,r 7 � .r .. -, .. _ .. J. .._. I s .. '3. , 4 75,. „ _, a5. r x .. .. -, t .. .. _. .. -, _.,:� ,, Z i. � If: •...., s �c l s 7 s 4 ', ,. i .. . > i i n "i v. � .. ll Atm. -. T; f .,, ,.. _ 1 ,. t ... .� ..!)! ,.. ,', , .._'.i .. .. ... n .. S . _ re! .. ._ rf Y.... :r _ . Y, ,. -. .� x, 3:.. N, , ...... .. J k'�i vv',.... a .. ..., LI._..... ...f I .. ,. r �tSt, ...5 r x,,._ v .r , ^ali w�5{<..., �.. ,...., .. 4. •,. �i ... � V � � ,t , �Y � ,�r.�. v� �.t.3i'�e_ c �.. ► ii,jj,ii., 1l�5'. �,(Yi� � . r, 1 (�•� r~� �J..N - €€;;,�.t � . z_�>v � �v w.�. �` �.�..,�� ��"w _ SECTION A A - Ilii z•�s i(> ,I4 f[t��inr� (ilC� .{��.-��II�I l�r�� EIIIII,I Lha:s,...y, -„•1, L.�'�`i� �� .�1 ,.<.a �,.. .r.,.,. xk_ 4"'"- / .. i 13, / Q =i 1 N. T. S l �.. 5 1 _ -- FIRE LANE w _ ''7 :. ,; Y J f .,� . � ' ., PAVEMENT CONSTRUCTION NOTES: GRAHAM ROAD 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH 1' DRAINAGE NOTES: GRADING CONSTRUCTION NOTES: REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 1. FILL MATERIAL USED TO . ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) INDUSTRIAL PARK: ' 1 RESERVED 12"x18' REFLECTIVE FINISH METAL SIGN THE PUBLIC OR PRIVATE ACCESS EASEMENT SHALL BE COMPACTED TO AT LEAST 98% 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF PARKING 2. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE. HDPE PIPE SHALL MEET OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698),.A7 A MOISTURE CONTENT TOTAL = ACRES * V -s" AASHTO M294, TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED STORM AREA 88 STEEL REINFORCING BARS (ASTM 0698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% FROM 3% BELOW to 3% ABOVE THE OPTIMUM MOISTURE CONTENT. ( SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE PUBLIC OR PRIVATE 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF GRAHAM ROAD INDUSTRIAL PARK 11 CONCRETE PAVEMENT PLUMBING CODE. THIS INCLUDES THE PIPE MATERIAL AND FITTINGS. ACCESS EASEMENT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN :.. LOT 1 BLOCK 1 a '' " , : "' • ° ,; „ „ 1HE TEXAS DEPARTMENT OF TRANSPORTATION TXDOT , STANDARD SPECIFICATIONS FOR ONSTRUCTiON OF HIGHWAYS t • : <• _ 12 xs REFLECTIVE FlNISH METAL SIGN 3. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. 2. THE. SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND ( ) STREETS, AND BRIDGES, ITEM 260. THE LIME STABWZED SOIL SHALL BE COMPACTED 70 A DENSITY OF AT LEAST 98% ! °• �/_ ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28 -DAY " ,•,, /-,, 6„ yµ PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE PROOF -ROLLING' OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO /. . �' . i f �' • ' , ' • 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF FIOBERT STEVEN3ON LEAGUE, A -i 1 • // is - /� . ' . . ' . COMPRESSIVE STRENGTH OF 3000 PSI. SHALL BE REMOVED AND REPLACED. . . '� •: i. / ! r. ' ./. / TXDOT ITEM 264, "LIME AND LIME SLURRY. THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12' COLLEGE STATION, BRAZOS COUNTY, TEXAS 4. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN OUTSIDE THE PAVEMENT. 3. HANDICAP RAMP SLOPES -SHALL NOT EXCEED 1 V:12H. 6" LIME STABILIZED SUBGRADE 2x2 GALVANIZED STEEL TUBE COLUMN 5' OF PAVEMENT. 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT SET IN CONCRETE FOOTING. PROVIDE 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. AREAS IDENTIFIED BY THE 'PROOF-ROWNG" SHALL 8E REMOVED AND REPLACED. SCALE: „ , /+ c� ( ) GALVANIZED STEEL CAP WELDED TO SCALE: 1 =� O AUGUST :2013 * _ " TOP OF TUBE. PAINT TUBE AND CAP. 5• JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE CITY OF 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL, X 5 OR 6 AS SHOWN ON THE PAVEMENT PLAN COLLEGE STATION" LOGO ON COVERS. 5. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. * 6" PAVEMENT - #4 REBAR © 18" O.C.E.W. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY 7. cuRlNc coMPouNO SHALL BE APPLIED UNIFORMLY 7o THE CONCRETE AFTER THE SURFACE FINISHING Is COMPLETE AT OWNER/DEVELOPER: SURVEYOR: * �� i I THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT TAMU RESEARCH FOUNDATION BRAD KERR, RPLS NO. 4502 5' PAVEMENT - #4 REBAR ® 18 O.C.E.W. 6. ALL STORM SEWER AND DRAINAGE STRUCTURES ARE PRIVATE. BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE ITEM 526. 400 HARVEY MITCHELL PARKWAY SOUTH KERR SURVEYING, LLC * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER I I PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT SUITE 100 P.O. BOX 4234 DETAILS ON FIGURE, ST AND PER 2012.- CITY OF 3' I 1 I I ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP COLLEGE STATION TEXAS 7841 TOP OF BERM WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COLLEGE STATION, TX 77845 �+ 7 BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. ( I I I ELEV=307.55' COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. (979) 845-8609 979.268.3195 i I NOTES, I -- 4' -- j GROUND 6. THE CONTRACTOR SHALL Sf LVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED L 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. TYPICAL CONCRETE PAVING SECTION a" MIN. � L .AL1 CHARACTERS MUST BE so" PON nE-IN AREAS. ALL AREAS ADJACENT TO PUBLIC WAYS AND SIDEWALK AREAS SHALL RECEIVE � N.T.S. MINIMUM ABOVE GRADE OR SIDEWALK. D 5 1 1 5 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 10. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. BOTTOM 11. ALL PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. . ALL CONSTRUCTION SHALL BE COORDINATED WITH THE ENGINEER: TYPICAL POND BERM DETAIL ADA SIGN DETAIL ENGINEER. SCHULTZ ENGINEERING, LLC.. N.T.S. 12. PARKING STRIPES SHALL BE 4" WIDE WHITE PARKING LOT STRIPING. DRIVE THRU SEPARATION STRIPES SHALL BE 6; PO BOX 11995 WIDE WHITE PARKING LOT STRIPING. MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD COLLEGE STATION, TX 77842 N S. SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT). (979)764-3900 I! hultz Engineering, LLU 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED DLD JLG JPS IM JOB NO, 13-259 DATE AUG. 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON AUGUST 6, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. GLIDED LAB BUILDING GRAHAM ROAD INDUSTRIAL PARK II LOT > BLOCK > - COLLEGE STATION, TX SHEET ;' Y J Q J V) ZO'V LLJ (jYW C14 O 1— n >- _j N> j i I \\\ / III IIH I \\\ I III 1 PURPOSES. -AE Not ,55' 48AE AE AE AE AE I. 11 - . -1 - - . . / � I I . I I � IN,',, I `1 Q� a F � < I- V 0 Uj Y d < z 04 _ �ao� M} >zmM d4 -w zo,-Q r, Oi-0DO 0)N Q -'0 ,q , U N Q Ow Z z Q O r N O � I l I . . I . I I I i . � I . . I I I I I I . 11 I I I I I I I I � I I . I I I I I I I L � - - k . U) 2ii „X4" WIRE MESH (OPTIONAL) TEXAS A&M RESEARCH FOUNDATION FASTENED TOT POST 1' OR WOODEN STAKE 8.973 ACRE TRACT c� 2083/138 cn ZONED M-1 LIGHT INDUSTRIAL j . - NOT PLATTED SEDIMENT CONTROL FABRIC 20' ELECTRICAL I. FASTENED SECURELY TO CASEMENT I T -POST OR WOODEN STAKE ' _ �_ ._ ,_, - � METAL T -POST OR - EXISTING OVERHEAD WITH OPTIONAL WIRE MESH I! 262.37 1468/25 / WOODEN STAKE AS N41° 58' 27flE = 40©.65' 05- ` - -305-- •- ELECTRICAL LINE co REQUIRED TO MAINTAIN. SPACED 6 APART AE AE- AE AE - �_ � ' - " �, // V) , -� _ ` A� AE AE - AE A • .-____AE----.II ^-- .._ p,E AE AE =AE AE - AE F , AE' 1E--- -AE- l \ � - _ I .. r _ >. 8 OF FILTER FABRIC TO . s h r. _-- ,,;=_ .== _:.,T - _ _ .ems � EXTEND INTO A TRENCH_ - I EXISTING 18 STORM AND BE ANCHORED WITH ___ _ _ _, __ _ - -- f SEWER LINE PARKING ANALYSIS � - .'. EXISTING SF OFFICE: i 6,500 SF EXISTING SF WAREHOUSE: . 20,077 SF PROPOSED SF OFFICE: . 500 SF PROPOSED SF WAREHOUSE: 4,500 SF TOTAL REQUIRED PARKING: 7,000 TOTAL SF OFFICE I E XIS 1 SPACE PER 250 SF ARK( 28 SPACES ACE 24,577 TOTAL SF WAREHOUSE -1 1 SPACE PER 1,000 SF . 25 SPACES 53 TOTAL SPACES REQUIRED` 53 EXISTING SPACES 0 NEW SPACES REQUIRED r- : I \ - •p0. j. 30 15 0 - 30 - - - COMPACTED BACKFILL - I _�_'N I 307.2 9� .�� _ ,_""moo ,. .,.- =SILT FENCE ?agnj0e7„ �' LL I .a a_�,�> , _ 00 " FLOW11_ _ . - 30 .SD '�G°\s .. �jt.:... C., c -<,-.es- .::a...*raa-mxmv t 225 LF 0,.. a, -, " `OSCALE IN - °N °F075°.m�,..,>-�::r�..,rae:..�, .•i ,..: �5'a° �- I r"/� FFEET D1REC�� ! 307.25+�; r . ". v . 357-0 \ L ! I / 4 307.00 °. -- m .. r w�aa n. ri s 3°725 C li U) ..�,-. :�.- - ,307.00 r �� �� Illlt �� �t /Y�f Y1, `" \ A<`d , ' - ,r. ^' +'�n,� rs-,,„,.;. '*, !� di.. - 306-._ �_ _ _ fi. R - - I 7 4" - - EXISTING fn y "., w _ �T.... , , � 'm �\ •5• :�..,... _,ar._.,. ,,:,ten -ter . _ I RADIO TOWER EXISTING FENCE : •°`'_, r�, � --1 - " , ALLO °...,,., 5.:.- mT m>,,.�,305.75 LIMITS OF r 20 W 2.5 TO 5 AT TOE OF EXISTING WOOD _ _. _ 30 . a. . Rt,-�, �� �,.• 0 DISTURBANCE 4»X4" MIN. TRENCH SLOPE FOR SEDIMENT 1 0 t _ 0 ;i51 I / Ir TO u BUILDING _ �� - s (SEE C2) ::� ACCUMULATE. ALIGN FENCE • •• a , j _r e I / :'•' •--o--o u� ALONG SLOPE CONTOURS. EXISTING 18 STORM �a °^► '` •,,, •, J I SILT FENCE AS . Fl����� _ �� : ` a sEwE FENCE -ASSEMBLY , k R LfNE I / v . ��� c 30T N.T.S. a _ . I'� A c ' ` FL = 304.42 APPROXIMATE LOCATION ---- -- --- - - - _ f::' OF SEWER SERVICE , . , EXISTING �� 0 ( • • PROPOSED �, / s ... _ LINE TO TIE INTO EXISTING GRASS DRIVE I ' � . o I - �'' '. ,: •• „ * e:. .•..,.. CONCRETE . I'Lnp' EXISTING 24 STOR�.9 6,. MIN: �� / -� ---._ _ I- o DEPTH STONE >s ra. •v rn.:$ ' ry '.. SYSTEM � " .� , . PAVEMENT '-- oz I SEWER LINE '� I o ' a:.. 5 .. 'F+ 1 (A TM D448; 3" TO VARIES f ;..�:' ::' I I FL 3O l 5 DIAMETER OVER 1001 I 4.41 ) To .r W _ W w r .. G 1 TIL F 50 TEXTILE FABRIC ••, POSED BUILDING " , , e lI r t / tYJ WITH SAME SQUARE K U 4 .. • ' I •, , , , CONSTRUCTION .1 - I j f 5,000 SF I FOOTAGE. �� _ ,,.z. EXIT W 1 I �; A t;.., FF - 08.60 / \ �'� °� I I . I �l . E F •e o l j .. ,• CONCRETE M C I ( \ WASHOUT -' f I .. „ J EXISTING 24 t.. ` . r STORM EXISTING STREET v •., % I 11 11 ( I i SEWER LI s� :. °'.,._ NE_- MINIMUM 1 -. I, '. - o _ 2 SHALL BE FULL \ - �., .• _�_" -• ;°` ,. - r / FL = 305.04 W I I Pq, `, dh - � �. ,' ...• - . I, • . INF. / IDTH OF SITE ENTRANCE LEGEND t ' -._ - -- NOTE: �� � ��v __ . n AN - _:,-- - �_FI `.-'- 6 MIN.' .: RE LANE. .RE LANE -- � r0 TrRE..LANE - _ - rTt r LI MITS �, "� �, m _r. <. i 31a OF „_ _. _ D .: - RESS _ . _ _. WITH ExlsTl Wiz, r^.., , „ ADD( NG CONTO , a _,_.•_. f_'�..r :_ _ _.. I I ADDITIONAL uR , �r �.:,.. _ ,, _ , .. ,. •� L STONE r, `. .. ,.. a s ., d s.... s ...y.,� . ._,�,.a �i� ! ..Y � to _�Y' ... dISTU -. , . r:. I _._ DISTURBANCE % .. _.. .: ' < � AS NEEDED. S TONE . IS TO PLAT B U BE 0 NDARY � . - 4 _-� :. � 120 .: ' I - " �, I a MAINTAINED SO AS TO P I o REVENT ROW LINE r/ S ire - GEO ;` w" TEXTILE I o FROM TRACKING MUD ONTO TO % � I � N II EDGE 0 F P FABRIC PAVEMENT i E LINE IN i o r ti i , .. r3 A �% DI Q CE APPROXIMATE _\ N T 1. P ROX PUBLIC (MATE LOCATION OF ,. .. I LOT UNE :: ! v „ I I L, ET11 PRIVATE SEWERS F ,r. I Z SUBGRAD _, ERVICE .. ( ,. ..1 . ..' I E PUBLIC UTILITY / ,. ,. s, I O Z SECTION A -A ;' EASEMENT UNE 6� D FIELD ,' i ti. : I a \\ STRE S ( VERIFY \ \ - �' - w ,1/ ,Dd s - z' I `'' I I o PROP [n OSED P uauC ACCESS EASEMENT } , ry '" - -,._ - -_ s :; ,I ;• = �� ::I� - I > - CONST I . , SILT CONTROL PRNATE DRAIN,\GE EASEMENT / ,, . I I I - �_ m BUILDING s f: < �r > , - ...t . , . ' I V) o w N EXIT T SETBACK LINE a y a I cn Ld CONSTRUCTION I 11 X I I Il] S- .' FIRE ,. I . . e NON I �•- 6 PUBLIC SANITARY SEWER LINE 1� .. , � I I V.I W-8 �') > _ LANE >, _ I , , x .r .. - // _ L. d : , z "I w w r t PUBLIC WATER LINE - .- , • , v I. . ; p 1 O PUE �: `. , 0 Do CO O I � J 1' 5T 5 (n ST PUBLIC C STORM SEW : 6 ER • .R . C D \' - 115 69 23 • S-6 PROPOSED SANITARY SEWER LINE j��� `: \ \1 T 0 I i1 STING FENCE �> .. ,�. - _ O = GRAVEL BAG' I ,. 1 I i o W PROPOSED WATT LINE < f z D I 0 �, f„ O L77 r i Q E.,1�7,;'7, C� EXISTING . I. -. .I I N GRAVEL B( WAREHOUSE 00 LU �I11 a. PUBLIC 6' SIDEWALK tiS_ I- I I � - \ Y _ 1 FF = 309.52 I I I C� rad 41, (-- 1' . , ' -:I t � : _ 5,045 SIF • .. I ( z .. �� I \ 1 w 0 PUBLIC SANITA.R?Y SEWER MANHOLE O _�111111 '.< r .. R UE UNDER GROU D N ELECTRIC Ill/ s . /. I S S: /'•. R60 s I a ° , e EXISTING SIDEWALK - o - = : , ..: ... I IN is �\.. AO . ' . : , ' (� I (V _ r 0 _ 4. o C CV Z -:: „ � I I� NOTE: 4 / y S : , t� y. " . : w r 00 EXISTING CONCRETE PAVEMENT APPROXIMAT ( i E LOCATION t1) TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN / -W-1, I ;./`\. OF 3 4" WATER SERVICE I VV -12 - - _- CTION I , . RUNOFF THE PROTE ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET W.OF CATCH BA51N. GRAVEL BAGS S T PROPOSED BUILDING\, _ TO PROPOSED BUILDING I HALL BE UV RESISTANT AND DRAINAGE FLUME;` - - - I I MUST NOT DEGRADE DUE TO ATMOSPHERIC mac' c,-., I I n CONDITIONS. GRAVEL B GS SHALL BE REPLACED U i' _ _ _ _ _ _ _ _ _ _ ,,f \ .r' PON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL �; < I I BE INSTALLED & MONI7RED TH 0 •.'. -•, I - - ACCESSIBLE ROUTE - . :. EXISTING R UGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. li I II ;`� ` i I 12" WATERLINE * GRAVEL BAGS TO BE FILLED WITH CLE I' VLH -VEHICLE LAY OF HOSE. ..: , G cj OR S11 I \� z G�`'.' <: o r I I AN 3/4 LESS GRAVEL. \:' \ ���Qt1 r r 1 I rI p -1 G I STORM DRAIN INLET PROTECTION \\ .. ��GJ JDm a I I EXISTING . r,.. .� _ m x I f NN.T.S. , `.: 3.' ._ ami l� SINGLE STORY METAL OFFICE STORAGE Q v ,. I rt E r� _ ca _ , / <,. ,• .. P e``r. , :.:.- : ..r; . I _ I -EXISTING �,a^ iso , : Q A BUILDING vl COING W , ; . z BRICK VENEER s R .. _ ,. � I 12 NAT , _.- � � - .'. ._... I � - - .:i. - *- :. . .. � . 1. . . I .1 . . . ; .1 T 10 I E XIS NG � ARK( Y _ S ACE -1 ..:.:. _-. ::_ I i z X I * , , I _ r. -. ,� : ,02� SF .1 - it _ c� x i \ ..., . / 11 z EXISTING r„ U� ", .- ti���. ;: f CONCRETE . -. ,_,� VICINITY __. ui - I 1 Y MAP PAVEMENT - a I I E r3 ��s3� , nom; ) I r ., . i I r ;. m I I �' T ,,.:.2.,.EXISTING 1.PARII rSP,ACES ,, d ,, .' to EXISTING I � 9�. y � � � 2 'EXIST S < ING HANDICAPS CES •' ILT FENCE I I 8 SEWER LINE , . , ,- -.,. d. , :• - I I -, :. . . ±33 LF r <" ..' . ''.. I I ( I I i t �� I i,O pT IM 11 9NMEE %,kl\"I ... .'� L � N V , m I I I I I I CA � -.' 7< . .'' _.... _ I-— � I ''. .1, I 1> I I I i► P �1 -. - - F �I'1_1 I I I � . v ,Y d - '. - �. ,.,F'.. . - I O11 - I .. .. . I-. I i G\ 1 I r :rr e: i, T 7 EXIST( i Y: V rte+ \ , - N G A�'� d _ SINGLE I r�H.. .i � 11 EXLS % t• STORY LAB, OFFICE & { - ^ TING` PARKING. SPACES `:': - IS .ENGINEERING c :1-. ... =• Gti� �',...,.: - < . '.; ,. `..' STORAGE BUILDING I �I r� r, :- - . v �� MET - ALB R I cn..•��>,, �,� n , ._ ,• lz� _ - Cl G W/ BRICK VENEE f s . .: ~� ; , PROJECT DI4 442 I I LIMITS OF , I SF - 1 I LOCATION f \ UIL ON - ,. 9 . r :; I ,.I I - .. ►5 11 MTTTT r - t RB " '__ 1- I I *�� 17 VF11 .:.., v 'C, , ti . Y, -t :Y r \ - ft T �- " - I PROPOSED i I u y - _ .., :.: \-")I 1� ci�, PFICAM EH i .. „ .-= 1,,• , •11 . :... . i..�... - FIRE HYDRANT I r EXISTING 12 �• . <- �: 1 ko,GATE SEMBLY W VALVE r _. I VALVE y ' 10 EXIS.TI ;. NG .PARKING .SPACES P " rn 9 -. ev 4 PROPOSED 8 I �Vy 1 7t I C� SILT 1 < F C EN =rf'jj�,,E , . I - i w ' ATER N -.:11 � ...... ''... -r. :. M X114 LF LI E EXISTINIG �.• 'il �. :.EXISTING CONCRETE - �` -. f106 LF 15 PUE w 1 s WATER METER L-.. 1 - --- 1; I I I , w . . ..i . . .1. , ' PAVEMENT �' j `1� ti r. . , . .4. . .. . li � 1. I �11 * , , , -" : -� EXIS i �� � 11569 TING � . . .237 e, o-- r = - - H 4 , 1, t, . . -_� ':� <. .. � :, . _.. _r ... .- - . �. ,: - ... � I I ,�' •' - .. -.- , � � / APPROXIMATE � SANITARY �� '�' ,, - 1. EXISTIN , . m I I I i G .. _ 7 - _ _ LOCATION OF EXIST( SEWER ., r , z .,. 4 ;'I, CONCRETE E.IS,TING PAR'KING:.SPACES: :.. <. d =. EXI rly.! (STING OVERHEAD SEWER SERVIC MANHOLE PU EXISTING E NOT TO SCA E _ ., - SIDEWALK 20' :,..:., ;_....:. PUE _ .� . ELECTRICAL IELD VERIF LE it DTH VARIES . LEC LINE F i 9724/232 : , ;:. ,: d • ' `.; ,: ' • " 0.008 ACR 1 i NOTES I ` I 319/817 „ . Ca .. E I, nl- .$ . J . . •, " . , .. - U TI LI T --'- - S � 12"- _ 1 - F ,.. .. < . •, o..... ,� E Y ,,. - , . � . � :: �.: � . EXISTING FIR EASEMENT - EXISTING 1. THE SIGN SHALL BE 12 -GA HYDRANT 2009 274 - - �' : r . "' DRIVEWAY s -- r � � / s.;, WIDE BY 18" IN HEIGHT HYDRANT 4p M 7 t. m k a ri-. 5 � �f - �% -'i -• - �.. ---_ -- --- -._.� AND BE MOUNTED IN S T r - I. C - r T �T T cT THE LO1) CATION OC ATI 4 � a. ON SHOWN. GRAHAM r54� � 5, T its 5 2 W •� 2 2 T .�40 ,� � � s ST dT T T- ._.� a r d ;. ROAD - S-8 - - - -- ..-.1--...M,�. rI 11 S 8 - - T )ate'.-"" "., i ^� Z.-. I 11 S 8 S e �S 8 S 8 s=s- -. SQZ° 11 20 W 4(10.501`-- 2. SIGN SHALL BE PAINTED 5=g- 5=8' STI_ S7 CT - cT - -- d -- �1 - _ M -f3 ST-=--lu-_S_ £i S1 --- _ _ =- :.'; _ r - • ;i ON WHITE BACKGROUND EXISTING - � ----- t -as l _ter---S~-�T = T _ T x WITH SYMBOLS, YMBOLS, LETTERS, INDUSTRIAL -- -- - �_ 18' DESiGt�lATED y AND BORDER IN RED. PARK II MANHOLEEWER R.O.W. EXISTING ,� _ _ D --- 1- _ __- E SANITARY SEWER � , DEDICATION MANHOLE EXISTING EXISTING rn PAIRICI�cG 3. SIGN SHALL COMPLY TOTAL AREA - 6.588 EXISTING 1, G STORM SEWER EXISTING SANITARY W WITFI THE CoCS FIRE ACRES EXISTING SEWER MANHOLE 1 SERJACE �T :----n-- DRIVEWAY STORM SEWER 8 SEWER LINE MANHOLE ONLY �AHAM SAD I CaRAHA Y g M ROAD INDUSTRIAL PARK II 48 PVMT - VARIX®LE WID? H R.O.W. EVE E LO I s x, 1 BLOCK i is rri - TOW-AV�AY EXISTING COBE _ 1 ZONE FT STEVENSON LEAGUE, A 54 12° WATERLINE � I11 i ,_,.,.. COLLEGE STATION BRAZOS SEP COUNTY, TEXAS 2013 W-12 W-12 W-12 W-12 -W-12 -12 W-12 W-12 W 12 W-'12 W-12 W-1 I- 2 V< 12� 12 ---- -Vi - ] ?_ --- --� r -12 - - -12 i'. -W-]2 - W-]2 O�E w -1z w-12 11 CALE: 1"=30' 11 - SEPTEMBER 2013 --- FIRE LANE SIGN DETAILEVLMT ' 15 .N R DEVEL !' m N.T.- PLAT PILED,01 I R/DEVELOPER: SURVEYOR. FIRE LANE MARKINGS ARCH fOUNDATiON . BRAD KERR, RPLS NO. 4502 I. I 400 HARVEY MITCHELL PARKWAY SOUTH KERR SURVEYING, LLC ALL CURBS AND CU S " RB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4) WHITE I: SUITE 100 P.O.. 80X_ 42.34, I . 11 LETTERING STATING "FIRE LANE - NO _ " 1 PARKING TOW AWAY ZONE . WORDING MAY NOT BE COLLEGE STATION, TX 77845 _ COLLEGE STATION TEXAS 'i . lq SPACED MORE THAN FIFTEEN FEET APART. 77841 i , (979) 845-8609 979.268.3195 � A SIGN TWELVE INCHES 1 WIDE AND EIGHTEEN . . MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PR 1 O ( ) TEEN INCHES (18) IN HEIOPERTY�SUCH pm ort 'trao SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN COMPANION INCHES HIGH, WITH A _ op M ANION SIGN TWELVE INCHES (12) WIDE AND SIX INCHES (6•) HIGH STATING I � I 11 � _T I I � � � . I \, annin i e "TOW -AWAY ZONE . SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH ENGINEER. SYMBOLS, LETTER AND BORDER IN RED, SCHULTZ ENGINEERING, LLC. THE FIRE LANE LINE SHOWN ON THE PLAN S � y. __... ...... _._._. 1 FOR REVIEW PURPOSES ONLY. A SIGN PO BOX 11995 �' BE PLACED AT THE ENTRANCE OF THE PROPERTY, WLL , -- COLLEGE STATION, TX 77842 11 -mm -mm. g - - 4� (979)764-3900 Engineering, a THE SEAL APPEARING ON THIS PchUltz 273 LLL; . DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 0 Longmire, Suite A NO. 65889 ON SEPTEMBER 10, 2013. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN IAPPROVED JOB NO. DATE DLD JLG JPS 13-259 SEPT. 2013 SURVEYED KERR - r VERALL ■��: i � 0 SCALEi I - ;� I SHEET � II VERTICAL NA i I' EROSION & SEvIMEI V T rr r i HORIZONTAL 1 =30 ; 1� (! , CONTROLQ-t �-I� PLOTTING SCALE: 1:1 11 ISILL�'E r" > OF 2 ,I �.�� FILE NAME: 13-259 j I I r 30 15 0 30 1 SCALE IN FEET —AE AE AE AE AE AE AE AE AE AE—AE—AE—AE—AE—AE AE ------AE—AE—AE— AE AE AE E I ' F T V I ca CD 0 C m At EEL N I c I cn 00 I 10 00 I V) -4E-- 00 I EXISTING PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE 8" AND LARGER NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS Alh CANOPY TREES 21 500 10,500 TYPES VARY 4" TO 8" CAL CANOPY TREES 12 400 4,800 TYPES VARY 4" CAL NON -CANOPY TYPES VARY 1 p 200 2,000 NON -CANOPY 2" TO 4" CAL TYPES VARY 21 150 3,150 O 5 GAL. SHRUB 3 10 30 TYPES VARY TOTAL: 20,480 NTS PER PROJECT AREA: 6,974 SQUARE FEET OF SITE AREA 286,974 SF / 1,000 = 287 287 x 30 = 8,610 POINTS 00 ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: HIBISCUS STREET' ((434'-26'-40)/50) x 300 POINTS = 2,208 POINTS j II GRAHAM ROAD ((663'-26'-38 /50) x 300 POINTS = 3,594 POINTS ao TOTAL POINTS REQUIRED: 8,610 + 2,208 + 3,594 = 14.412 POINTS TOTAL POINTS PROPOSED: 20.4801 POINTS (15,300 POINTS FROM CANOPY TREES = 75%) j STREETSCAPE: HIBISCUS STREET CANOPY TREES (1 PER 32'): 368' = 12 CANOPY TREES REQUIRED 00 12 CANOPY TREES EXISTING ONSITE v, -I - GRAHAM ROAD- 12 CANOPY TREES (1 PER 32'): 599' = 19 CANOPY TREES REQUIRED 19 CANOPY TREES EXISTING ONSITE I E` ANCE En SEPI 8 2013 COLLEGE 6 itm'CO DEVILIOP ENTF.PN1I E$ cc PW I'LeD: cn00 .. ...ups GENERAL NOT 100% COVERA OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED INP kRKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING L T SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISI URBED DURING CONSTRUCTION. N Sw IRRIGATION 1. AN IRRI INSTALI c� OCCUP N GRAHAM ROAD 49 PW - VARIABLE WIDTH R.O.W. m N Engineering, LLu 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD JLG JPS 13-259 SEPT. 2013 GRAHAM ROAD INDUSTRIAL PARK II LOT 1 BLOCK > — COLLEGE STATION, TX 2. IRRIGATIC PRESSURI BACK FLO AND INSTi 3. ALL BACK INSTALLA NOTES: :R BEFORE A` (IS ISSUED. SYSTEM MUST BE PROTECTED BY EITHER A ✓ACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, LED AS PER CITY ORDINANCE 2394. _OW DEVICES MUST BE INSTALLED AND TESTED UPON )N AS PER CITY ORDINANCE 2394. iplanning File Cupy LA ND S CA PE PLA ]A SCALE VERTICAL N/A HORIZONTAL 1" = 30' PLOTTING SCALE: 1:1 FILE NAME: 13-259 SHEET L I r I I I I i �, . . � � I . I � �� . ____ - I � I I � � [� I --mmon- ___ ! I . I I I I � � I i� I I I I MY . _1_0=13�, 1 1 1 1 1 � � I I � p . I I --- omm-REMM -�MR31EMMMM -M I . I . I I I I I I I � I . I I . I � �] I I � . I I � . � I . I I � - . I I - - �__ - � I I I I . 11 I � � 1. ; � . I . I , I I - =--awww I lmmv� - ______ f I I � I � � I , -_ I I . I . . I GENMRAL NOTES- I I . ,� I � , . I , - - - � I � I I I . I li I . � I I I / I I � c , - - - - I . I . 20' ELEC TIRICAL-\ - ___._ __ I I I I I I ,� I - � I I I � 11 . / I � I � I � I ,� I � � I I I EASEMENT ,,,�,� -- � - I I � � . . 11 1. ,THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF LL . .1 � I I / I I U) . I I �,_ -,. � I � . I � � . I I � � __ --- -, - - . I I __ --I . � I I EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOJRS � . I 1 -05-- - -_ I _�- 11 I � I- . - ..--- -- � I [IN ADVANCE OF CONSTRUCTION IS REQUIRED. I I � I I - I � / I I � , .. - - �._ -D I � -1 __ - �_ � � I � . I I . I I � I I . . � � � I I � I . -,-- -_ ___ _ I -.1. _., - -.-- ___ - I __ -305-- - - - - _ - . I I 1, DIG TESS: 11 (800) 344-8377 � . __ � - - ." -_ ____1 . I I � � � � I I I I I . I . � � / -1 I I -_ - ____ � � �. 1. � I 11 � I � � . ATMOSENERGY: (979) 774-2506 1 i. I- I I 11 � � I �� � , I I . I - . - � SUDDEN I I I / _� � � I LINK COMMUNICATIONS- (979) 595-2429 - I . � , ji I �, I I I � . I . I � I I � . I I , . \ .�, I I I . � � VERIZON: (979) 821-4770 1 � � I 1, I I I � � I . � I 1, -- 1-1 I I I . fn . . I I I . � � � I i�� I I I . I h � � I I � I I . . I � [� 11 � � I w . . . I I � � � . � 11 I I . I 1. � � I � I I � 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY , I � I � . �. � I � . . . I � . � . I AE 2 AE- I AE -AE -AE TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE, THIS I � I � . I - ..AC -.--AE------------.�.-AE--.-AE�, AE -AE- AE INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. -AE-AE I AE AE -AE -AE AE -AE AE -AE -AE_ AE AE AE--AE---AE-AE--- AE-------------------- A I I . I I 11 I � . I . . I i I I � � I I I I I . � __ 1________._____� I � � . 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND I � � I � 1-�_� co I SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND I I I I I , _������� I I I � . � I I I . I 1. , FTER EVERY RAINFALL EVENT OF 1/2- OR MORE. THE CONTRAC r, q3 . ', I . M . I I �i'j,�g �:_ �1, * I , '10 " . I 1? , . __ -, ., - ,, SIR I ..", . I I �� .- � 1�11 1� I " � " -, L., I � � . I I . THIS PROJECT. I 1 . �, , T-`, ,U , tr�7-m . I � I � 4 11 , - - , 11 % _____ , �;�_''�_ k_,_11 RR M 7 F q 0 EY"70% �, -�,,.,, r� rl _i� 7'�Y,ff�`! P-,IV-�,111 r,7!,;,-,. -I-- --Q f , , I., I.- �,,, I I , � ; , �� M , - , p3n In ET �W� : � , '�.�. �`;T' , - f "I ,,,, 11 - �, ,7 I,--;,!77 1 " R., , = 1_, - , , 11N, .� - " I I I'll �,_fll � "i C� 1* �11 I , " , , A ,PTJ� I � I I � 11, . - - �111_1� 1� ,� �� , M rg ,v,�",;!i I ., �� . :�� 1 14 i 515 ., V111,1911 A M11 I _� - ` "I W M in Im w! 0 jw ��, . " , I .� ." -, - ", _,;"!�i;: ., lgill 1 �m F',�77 �7'1", , � � _:1. I ;�� V,F%,�,?� I . , , � . I :_;1...__. �' I i: I . ;�� 11 " � - ��t'lr`i't�'," 4 �` _* ,..� PT --1.1 , ,I ,., .,��,` `:"�..`,:,�� .,-,,- .", " ,,.--;, � - I - el. � � --J- 1. , I � I - , ", �-'*,- 1, f � � 4 FV,�-_,�,,il .- " 11 'III, I I - __X1w �,ffl - F. , , , 1 , �, � I_- I I I �� Is w go 0 , ril " " '7 , & pq w FM w, w M ki M M N M ME RM M "00 ,,, M! I I I r1l, 1 r - 7 w M IN M 0 M M I � , , - I I qi"4 ��,,-,��. r,,- .,C�', I . _� 41 , i pl �� � - ;1,��",��,, �1� � ,� ��.�.: I , 5 __ , --,,,. I - . i - I, - � IMMI 11111111MI- Mll 11 � 1=11111 mm 111111=111 , ".4", i - __ - � !.,-�il, N1�1_31"'I". � _ I � � I ;� I - , . - - - - - - 11 __ - - - - � �� --- � _ , . I �""�' 4. IIHE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR. �; 1 _7 - - - .- " ,�� �50000 REQUI _N - - - - - - - - - - - - - - _ - .- ,7=pff�Rwp�m , -.,. I 1=111111 - - * �' � REMENTS FOR CONSTRUCTION SITES. I . � . - - - �I " 'A I . I -- 0*� � IiIiimiIIIiIiII mmiII mI=II - � Mw 'r .1 M, 1 1 1 1 - - , g`iA� � � V) � Z- - I _ - - - - , , � I � . - . . - - . - --- - - - - . _,�, . - � 1, � . � .-- -, -,, - - - , � I m � -- I 1 305.87 FL - - � - I I � -;, . I I /- _ -7 - , I I �.. I -_ . . I � . I , � � 306.00 - 11 . I - I � I - - 1 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER � g . _____..______,__ 1, -- I -- -..-- '_ 1 . - I I _.�mw, - � � ---- --- _-1 � � . LIMITS OF "' ; � - I - -...,- I - `_`�' -, , - SILT FENCE - I .1 '_ - it j,� _�� --- -_ I Rk��'� CONSTRUCTION IS.COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. � . � � , �, I . 100 � . �_� �-�� 306.23 1 , _11%*� - _\ �\� "r � � I _�-� �.�= 30$M . - ..Z�?�_17__._ � ,-----,,�--�-�.-.,-ig;----,--,-,."-�"-.�.-- . __" I � __ � I � DISTURBANCE 1 IR11, 1 - 1 *7--.-.-:, . . I --- -1 I � I 11 � I . . I I F _0._._--c----__ - � . I I �� I � . -_ I �� � �; �__-� -30r.75 4- 1 . I I I . - 1 6 . i I � '111�1 , I I ,, ffi7__13M07.GW0 . 11 __ .. - 1�1 .1 __ - I . 1. I - ____ I I I 1 _-*%Ill, ,� I I . . 'LL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF � . . I � � . I I � I I 411 e I � . I � . I I � I � � � I .1 . I , - � � � � . . M BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE � . . 11 I 1-1 __v) I � � . �� ----A- �_________1 ---,:.-,, I I I .a" -'s __-1 I __ __ � � I � � I I 1. W�.,��Ll � i TED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFI" E. � -307.25- ___ - � I � ,____-130,'., 1___�, I - _� i � C � � I I I I ._ ---___. ______� _-____1__ - I,----- . 0 " N, � I I I I " i � � - --_._-1.___-1___1__-_1 . '-- ,,- 1111, 1 I I � I I --------:!c . ::7--,� -- 414** p- � L I ; ,� . 1 -30.50 .. ", 17.2,, 1 1 � I � �,,�,, � I . � I . I I , . , p � � - - - --' -'----- I I � -_ tl_ ffl�, 7. THE CONSTRUCTION SHALL COMPLY NTH OSHA STANDARD 29 CFR PART 1926 1 � . - . � - � I ----",--�-,;--:rl-l��-7111-11-17,�11--- � v--;-----307.1, I __ . � .- � . . o�; 1 1 307M- TOP OF BERM - 307.55' _,_.�_.-A_ . . I I � TOP OF BERM = 307.55, . -- "`,��. .. � \ I I I -_ _ "44, 111� . I . SUBPART P FOR TRENCH SAFETY REQUIREMENTS. � .. � , I � I I � - 1�11 � � I I I � . . 11 . 'IN I -, - .. -- __-1_11._---_"__1_ 1 `4 , " E I . . I I . �, I I . "I . I I _307.5D \N - I I -1 � I 0 1 /02", ., 15'r ffil gl� - � - I I -_ � " " � I I -- rll� � - I � � � I I- \ ., I _1 � , , I 307X5 � I . . - ___ _____,_ . I I � I - - I I . I �., � 8. HE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS� I � I I . � I I I I � � I i I 1 --307.00 . I I � � . I . 1. . I '��_,�,� I I ..!, ".1 E�TABLISHED. I I � . � � . I . I 1, 1.-4.,.1--1.1_..____ I -307.25-r � I . .1 . � . . I � , 1; I . . I : � . - � _._-_1_1- - _,_______ I I I . I � - � I I . I . I I � I . I . I . � � \ I . 1 -1 -I. -I.-.1- '�-----�--"-�"��'�'�-"r--,-�----�"--�07.00 - �_ -- � � � I I I I 11 � � I --- I I � I I � � __ , 9 It LET PROTECTION TO BE INSTALLED AT ALL PROPOSEDAND EXISTING INLETS 11 . . I I I � . � � � I � . . _�� . I , � I I 'i06'.- -- - . I I � ADJACENT I I � I I I I . . I . � I � I I'll I'll 306.00 FL 11 � I . "111� �, I . I I _ � I I �. . I I MR. �� 11 , .1 11 I I -**+- . I I I � I . I . � � I 1`1 I � .1 I � I 1. I . 1. . 11 � I . 1. I � � � . I - I 1� -1. I I I � �� I I I .. � I � � I I � I � I 11 1. � 1. I - I I � � I � � .1 � I . .: � � 1. I - I � MR.- I I I � "'I---- .11, � �111� I I I - - _"- L - TD THE PROJECT SITE. . 0 � � - ---,�, . 4II1%, ffl * �,� ��,_ � 1. I I . . . "._�, � I I � I I 11 I I I _;�_ 10 I � � I - I � - -� . I - I 11 - ___-� � I . , I .1 7 - I � � - I I -_ I I - - - I I I � � I I I I I . � . , � � I .� . . � N , , . I --- -, . -- _ _� . I . EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STA I - I I � 1 . . . . I . . . I 1. I - --- -_ � I - -_ - - I - - , - - - - - - . I � I I 11 I I N 7.1 1 l� I I � .- I . f _z77P I I , I I , . 1, - - � � � I .1 I 1. I . I � � I I I I . I I � I , I . py�;' �- OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT� I I � , I . - I . I I � I I 11 I I I � I . . . . . I � I I I - - . , - - I I . I I � . I I - � . . I 11 I I I � � I I ��_ � *��.. ---,, . , . I 1 4,1*� �', -LOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LI HT I � I I . I I , . � I . I DETF � ION P R . �_� - 11 I ,; - I � 11111, I I I . . I (n . I . . I __ � w ""_�, � � " � � , I I � � I I I . I � . ', - I-, - � _±3934 SF � 1. I � I !M�!j � B_ � 11 � . . . G , -1 � . � � I . I I � --,, . � � I I .1 I I . I � HDRIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A -MANNER THAT I I I 11 , I � . � : � �-., I ,� I - .,,��?.Oe,i� I I � � I I , 1.� � � , . I I . I .",�� - I - . I .I - -- I I � . � � . I I - I . I 1 6" CONCRETE I � I " W" CDNE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT � I ffill- I I . 10 I � �.___ I ,; .. I � I I �! - .THE PROJECTED , I I I � I I � 11, . . � . I �o I . I I . . . ___._�1�11 / I I . I I 11.1 I � � � � I . I � . I . . - . . �r� . kpffll, . I . I � . I � � . I . . I � I � _�_,; . I . I � C)MPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT I _ . I I I . . I � I I 111��, � I . I I 1. I I I ", A 4D CERTIFICATE OF OCCUPANCY. � I � I I . � I I I I I I . . . , 11 I � . I I � . . I . . I I I I I I I I I I 1��-, I I � I � , � I I I I I I � ,�� � L I I I . I I I . I I . . � I I . . � .. . , I'll, I 1. 1, " I I I I I I . .1 . � , � - I � I I Mr,76n- . ,-.-,...�-,-130$,75---n-��---,-.�., _� �_. I I . �, I 1, I � I I � I . I I I I --11 , �_ ktl� I ,� � ! I . I I I I . I I I I . I . � - I I ,� - I I � I I � . w �17 � . . I � , . � � I � I . � � . . I . . W I � I I . I � 11 I � I � I I � I I . " I I I I . I - . I � I . I � I .1 I . I . I � I I I � � . I I . . I � . I � . . . I . I . � . � . � I . I I I . 11 I �. I .. . . � . . � I . � � I I I I � . I I � I I . . I I I I I I I I . � I .1 . I I . I � I . 11 I I I . � . I , . I . I � � I . - . I I I . . � . I � , SITE SPECIFIC NOTES: I . � .1 ". . I I - I . I I I I 11 I . . . � I I � . � I I I I . � I � � I I I . � � I I � � . I I , 1� I � . � . I I I ", � ma, . * I I � I . � I I I � '. I I I I I 11� � � - I I . I � ______ - ---"-.--,. --307.00 - I __,-_,_,'j0 -"0U_--_- :�_ I - I .;I--.-- -6-__1-- 1 � � . I I . . , I I � I I I . . I 1. I I i � � � .1 I .1v - I I - I I I __�_1 , I � �, ..� F -It"', 1. TOE OWNER OF THE PROPERTY IS TAMU RESEARCH FOUNDATI 11 11 - - - - -_ - -11 � 307.25- . .--,-,1307.2,5 ,-,�-,�,--,,-"-,,,,-.-,-e�,----- - - . I � I . I I I 1. I �� � ON. THE SUBJECT I,! . I 0 �__ -, � . . - � 11 � PROPERTY IS LOT 1, BLOCK 1 GRAHAM ROAD INDUSTRIAL PARK 11. PROPERTY IS ZON' D � "I'll, � . � - I I I . � � I � I . I I , - F I I � . . ,..'.'.- _-307.50- 1 1 - I I I I " ""' . I NA � I . I - -�r--307,!O-,---,-�-----,-,--,-��,���-�-;"�--l'-�--,-.""I - � I ____X � I, - , , I I ,1111,.,� 5711 ML -2 HEAVY INDUSTRIAL, � � � I- � � � I I , . 1, - .1 � -30 . W7.75-, . I 1� � i � . � 11 I . -1-307.75 . - I _____ �_:____ I I . I � / I I.. � 8.00 TP- . I I � I I I== 308.00 TP -_1-,,- �,____ � 1 308.00 T - �.., ,zz�� "____� 1__�_ 307.50 TP I ,� � � I I I � I � 111. I . � . I . ,� . I �� --� . � I � I I 11 I I i -�7 __;7 P , I I I i - ------ zm!nh�. 11 ..- ,-.-- I - � I I avffii.� � . v . -�T" 11 �". . . � � . . - � , - I . _0 /I I . � . . . . � .. . . I - . 7 . � . . . . I . I "I'll � _7.� - . t> . . . . . . I>. . , I I I i� N � . 307.36 TP ' ' ' I I . I . V * . . . . : � � I I . ��� 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.753 ACRES (32808.0 SF). � 10 Y1 , . t> 17 17 17 tv* . N-1.tIll. �. . , I / . . . . . . . . . I __", / � . � . � . . . . I . I I 1-1 . I � . - . . . . . I . .. � I � 17 * , 7. *v � . . I . 7 I . . � � . . I . . . . > . . .� . . t>. . . . .. "I .... I I I I i I T__ , � 17 1 .. .1. . . 1 177. .. . . . .. . I . . "' I I � ,--,_,.,h I , I I I � � I . I � . I � 1� . _q . .17 , .. I vr : . I . . . .. 1. � I . . . "117, . . � . . . I I . .. , .. I . t> I � � .1 � I . � 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED . I � I F309 - J_ I I . t> . . . * t> . o . . I 1 R`,% . I � I t> -1 1. \, . * . . . . 17> - , . . * I . . . . .1 I � � . I . 1 . I I I * 17 . , t> 17 1 � Iz REPORT, I I I � I � - � � � * . . 1. . . . . . , . � . "r ol / . . . \ � > - . � . . . . . > . � . . I I . . I . v . . v . � . I . , j,", I I I I I r@11?111_1 . � I I . I . I . . t> - , , � � . . I . �, I . t> . - - . . . v - I - I . . . I I I ; . I . . I . I I . .1 ' . i, I � .. . . . . I - � . 1 ,V"7 .. . v . . . t> , . � I I I I I � . I I ... ___ - ,--- ____ __ . . . � . . . I . - _._,_____-_.v _ - -,;?�� - I I-. - ."I.- ... , _71- 1-1 -.1 � I TP I I . � I . .1 ,� � � i . I . . . . I . I I _______ . , 17 1 \ - . . . . .. . . . � 307.37 TP . .. . . . . . . . I .7 , > , . I � , � I �12 . 42 . t>17 .. I . . . I - . � . .. 1. I> - - . 1. . . .. . . . � I I I . . . � 4. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 1. I I . I I . i . '. v 7 . t> v \ . d � I I . 11 �_ . . . .. I I � . . * I . I I � . I . I � , - � I � I 0 . . I . r7`71, . � I I � . I . . � I I � �, I . I - I � I . . I I I I . I , � 307.38 TP 71 . . I I . I ., I . "' I I F I Vs . I . t> ;.... ,�i:�6TP�* I I 1 �308.30 TP L-�I - , - � . . . I . I . 17 . I .� � 308.30 TPZ . & � 11 � � I I 11'1�, 5. TH, E SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING .. . I I I t I �. � > . ; '_-� - .. . I � f> - . � I I . -17 . ._-I ___ _. - 11-11, . �` I � � . . . -1- --- . __ T I - "i . . . . . . I � -11 I-- __ __ - _ _.- .1- _ . - - - ___ � I N11 � FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATE I I . . . �, ."VIL, I I .... .. .--.-- _ _1_ __ ...- - ,-.---.----- - . .. I - - I-- .11 � M - .. * - - --- � . , - - -_ "�` . A R� . ,�'..,All __ . 1, . . I . � . . - - - . -_ �_ - ,11 .1,91 � I ,� : . � - ____ I . - - -, - - ------ '. . . ��'. I I . , . _> . . . . _,_ -, ,,�_�- I ,EAS. COMMUNITY PANEL NO. 48041CO310 E, EFFECTIVE DATE: MAY 16, 2012. . _,�� '. I . I __ . -1 . ,7 ,-, - 17 . . 17 - -_ - _ � !.... � . : ,7. . � . - I I . . .. . I -- -_ ____ ... . .. - -_ � I I . I I I I � , . .1 . . . t> � -APPROXIMATE LOCATION I - - 7 1 - - - L I I . . . t> . - I ,� , . . . . . OF SEWER SERVICE I I - - --- I . . . .�, v , * . I , --- _ - I I � p ,� 6. A L RADII AND DISTANCES ARE MEASURED NLESS OTHEI � I . X - , ,,,, , � "' _ EXISTING I . . I . . . 0 ,-, !:?� . . . LINE TO TIE,INTO EXISTING ____ � 17 .v . � ��`! I NOTED. � I I . RwIr_E � . '�,, . . t> SYSTEM - . I . . . 1-14 1 1 RADIO I .17 , - . . - - � I . . I I . I � P I � . . I . I IS, 1 TOWER . . .. 17. : * 17 1 . . . - - - I . .. . . . � . � . 11 .111� , 1� I I I . ..R`0 � I I � , t>b - �V_ _t�;_ 7 - , __ - I I I I . . * I � . I � .. "" 7. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT I IN Ici . 7 ; - � �� t> I . 11111m . - . � � . . � . . . -. ---� *.7 - '---- -----. - - . . . I .1 I I I I � I 11, DEPTHS. . I . . 6 __ - . . . - -,.-- - , I . . i . . : I I � 10112 I . t> . I . . . S S - - I I I . . . I I . . I . .. . I I I � � I I I � . .. . - I � � -1 . I . . . t> * - . I > . I . . I I '!" � L I I - WN -M . "' � . * I FRR-1`1 8. AL UTILITY LINES (WATER, GAS, SANITARY SEWERi VERIZON, STORM SEWER, ETC,) A � . . 1� i _ . _j_ --- - 11 - - I . '.. �(n ' . 17' . t> : '. . . � � 308.30 TP I .. v . . . . . t> A * APPROXIMATE LOCATION I ��_ � . - N,_ F BEST AVAILABLE RECORD INFORMATION BASED ON I I . . I �� CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT !' � -*'IS_ __v -.r - 11� t>. 'T * * . . � I �f . S. .. ,� OF 3/4" WATER SERVICE . . I I . I , I ; �07.50 T� . , . t� - . . I I � 11 . . . ,. / . . W I I '11� v . > I . . - . I . �, �, TO PROPOSED BUILDING I I E", __ �� � .? . v lr308.50 TP _� 1. '. A �ENCIES AND/OR ABOVE GROUND FIELD EVIDENCE, SHOWN POSITIONS MAY NOT l' 17 . - _. � Z07.5,, . . I � I *. . , ,�'� � ) 1�-�ell� I , # . �� . 9 , v v . . ,!. , I � I , . . . . � . I REPRESENT AS -BUILT CONDITIONS. I I I I . I � � � I I I I I t> I � I I I I . I 11 I : . . t> V . . I I I .. pl�f�_., . � �� 17.0-111 ) .. . * , t�-. . 17 . - - . - I I z "I'll � . . , � . . 17 � . r> 307.90 TP � I i 11 , . I I I ,7 . .. � . . . I .. I .. �, . � I I , � .... 9. THE MINIMUM REQUIRED FIRE FLOW FOR A CONSTRUCTION BUILDING IBC TYPE IIB OF I I I I M , �.." I - � \ , . . I I I . I w .. . V - - W_ W -W I 560 SF IS 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED. ONE (1 ;� I 11� t> V) .. 17 . \06---w-� ,g� I I . W -W p, � I � I . . � � I I I � 1\ . . 11011, I . .. ... . > . I � v * . . . v > . . 17 . mi,� WILL BE SUFFICIENT. THE BUILDING WILL NOT HAVE A FIRE ) � i - , ��,w 61 . . I � I . . . I � I I I . . . . . . I I . I I . . . . . . . � . I RIM � � � ( I I � . 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I , . �, � � � :�J'. - � . . ,;! rlkl�,�Y � , , , , / I . I <f . . <f . � , , 11 . - -I'll, . <1 : � . . I . . _._1 . � I . I � . I 1- 1, I SEP 118 Z013 � - I � ',�. . � . ej I I I . . � . I 1, � I / � I I I -1 -4-- j I - - I . . ,.. � . . . <1 � - I � . . . _1 . . . . . I . I � I . � <. .. 1. I . . 11 . . SECTION A A �, t� I I �1' . I I . '- I . � I * . . I , . � . . . I . � . . " I' � I . . . I I-- / , < - , -,, ___� - . I . . I . I . _1 . . . . � z � ,Ill! I I I . � . . : I . . . . I . . . rp f I I � .. I .1 I I I I I I � � � v _�_ . . - � . . . . . . I I 1� . I . , . I I . . . . I �. . I I . : � I . N � 1. I I . I I . I I . � . ) q N. T. S �, . I �r 17 7 / . . I ' ' � , W ,,-; - I . � I . -11 I . . I � . I . - . �7 -11 � . . . . <, - . . , , - i .`1 . � I I � 1� � � I � I . . . . 17 I �, FIRE LANE .: � _�� , . 1-1.1 11 - , I �- � I . :<7. . I . COLLEGE 81ATION � 11 I . I � < . ,< .�--� , . - .� __ . -1.1 - - . . � � � I � . -,f, . I I . . - . ad . . I ; I ,", . ,27 �, . . �7 ,��,, . �. - � . I � � I � . - � / // . . �1 , - - '. _�T I . I . .<f 1. _1 I . ,4 � . . " -1 . . . . . , . , I 11 I __ - i � I I � . � . � � � I . � I 1! I I - I I . . . . . I .�. __ I I � I I I � I �\ ., . .1 . I . . . - . I I I . I . I . . �, 'fi, . . . . . . . I � . � . I / .-Y fDEVELOPMENT SERVI ES - . 1. I . I I �. I I I I � � I I I 11 1! I I I I I �_j . I . � I � I ,!� � I I 11 I � I I I � � I I . I _:j . �. -1 I I I . - I . � . . 1, � .. �1 . I / . I I I . �. � I . I � 11 I I I z .1 . I � . I I � � � . . I I � 1�1 � I I . - I � i� I � I . � I I . � I � I I . � � . . � PEW FILED: I __ __ � � �� . I I . I � I I � I . . I I I I I � . I � I . � PAVEMENT CONSTRUCTION NOTES: I I � - - . - _ I I I . . . . ! I � I . � I I � I I � � I I I I . I I I I . I I I I � . I � I . � . . I I I 'I, I I I I �! I I � � . I I I 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL . I GRAHAM ROAD : I I I I I I I I I . . GRADING C I . I I HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH � . . . i� I I I I __ - � � I � � ONSTRUCTION NOTES: . . " . I � � � I � ,HT. I I . � I REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIC I I . � I I �. . I RESERVED i . . I . 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. I I � . 11 . � � I I PARKING 2 08 REFLECTIVE FINISH METAL SIGN I � 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN 2. � REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) . � � � I � . INDUSTRIAL PARK 11 i� � THE PUBLIC OR PRIVATE ACCESS EASEMENT SHALL BE COMPACTED TO AT LEAST 98% � I - , . I 1 2. ALL STORM SEWER PIPE, EXCEPT A 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF , V_6" [-Ll- ",� I S NOTED, SHALL BE HDPE. HDPE PIPE SHALL MEET OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PRO . � ,� I I STEEL REINFORCING BARS * � :�] I I I � � CTO T A MOISTURE CONTENT i I � � ; I � I . I � AASHTO M294, TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED STORM (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 47o FROM 3% BELOW TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. � : I : . � � I SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL : � I . � rCONCRETE PAVEMENT , - I i TOTAL AREA = 6.588 ACRES ! � I I I I . � 1. . .k . I .1 I ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE PUBLIC OR PRIVATE � � � . : . . .A' - . .. . a . . 7 _4 ... 4 . .. . I.. . I ' I � . � , , , . . % .. . *A ..' - i I . . �-'. I. . , .*.'!. .. " -% `A*' - 4 ' ' ' ' PLUMBING CODE. THIS INCLUDES THE PIPE MATERIAL AND FITTINGS. ALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. F THE DRY WEIGHT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6- AT A RATE OF li I I A. . .. *. A .4 . I - -� -, , . . I � � I � LL_______J 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT . . 4 -17--4 " ,r�*r. -... :.. �_4- . x , 1 3- I 1. 12'xg" REFLECTIVE FINISH METAL SIGN - � , I I . OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO i GRAHAM ROAD INDU8TRIAL PARK 11 , 1 . ..... . I I '.... .: -.*1 I ''_ . .. � , I - - : _. . . - . _ . . :. 4. . � i . - I � . - - 11 . I . 0 DE ! 11 . . . . . . .... .. . . . . . . .. A' -, " - ,_ I'll .1 . I - 1 3. AREA INLETS AND JUNCTION BOXES MAY BE CAST --IN PLACE OR PRECAST CONCRETE. __ 11 �, . I 1. I � I HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4. AND WHICH MEETS THE GRADATION REQUIREMENTS Sp I ED IN � I I . I -1 -, I Z. Z. . .Z��_/. , . � I .. I TH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND T OF TRANSPORTATION (TXDOT), STANDARD.SPECIFICATIONS FOR CONSTRUCTION OF Ys. I '' I I I � � � I I L I . . . . . . X ; �; � � � /, .;-// .-- ,;, . 6- � ALL, CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28 -DAY � � 11 STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT I :.1 . � I LOT 1, BLOCK 1 � � ,c: t- -- - 11 11 � '/ � � COMPRESSIVE STRENGTH OF 3000 PSI. - "PROOF- ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING OF THE MAXIMUM DRY DENS" AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OP771MUM moll RE T I I I I � I I I . I I � � I I ��X� - X., � � 2. TH ST 98 � � . � . I � I � I � I I � . i � - I �� I . I � . SHALL BE REMOVED A14D REPLACED. 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF I I � I :� I I � I . I ROBERT STEVENem L-EAGUE, A-54 � . 4. STRUCTURAL BACKFILL A ANY TRENCH SECTION UNDER OR WITHIN I I I � I � � . TXDOT ITEM 264, -LIME AND LIME SWRRY-. THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" 1 1 1 1 1 1 OUTSIDE THE PAVEMENT. I � . � . 2x2 GALVANIZED STEEL TUBE COLUMN 1 5' OF PAVEMENT. I 'S SHALL NOT EXCEED 1V:12H. COLLEGE STATION, BRAZOS COUNTY, TEXAS ii I 1 \_6" LIME STABILIZED SUBGRAbE 3. HANDICAP RAMP SLOPE. � . I . - OUTSIDE THE EDGE OF PAVEMENT) SET IN CONCRETE FOOTING. PROVIDE I � I I i I � i: (EXTENDS 2 � I I � . � I � � 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL 13E COMPACTED AND "PROOF -R i I � I I � . ;� � I ,: � . I � I I I GALVANIZED STEEL CAP WELDED TO 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. I . AREAS IDENTIFIED BY THE 'PROOF-ROWNG' SHALL BE REMOVED AND REPLACED. i . I � I H I I * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN . . TOP OF TUBE. PAINT TUBE AND CAP. 5. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE "crry OF . I I I � � 1 90 1 � I I � I I . 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. I i � SCALE: I = i 0, . I I * 6" PAVEMENT - #4 RE13AR @ 18" O.C.E.W, � I __ - I COLLEGE STATION" LOGO ON COVERS, . 5. THE -CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. I � I � . I I � . * 5" PAVEMENT - #4 REBAR @ 18" O.C.E.W. F I I . � . I . I . � � I I MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT OWNER ' I � � * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER I - I : : 1 6. ALL STORM SEWER AND DRAINAGE STRUCTURES ARE PRIVATE. I BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT . /DEVELOPER: I : I I DETAILS ON. FIGURE, ST AND PER 2012 CITY OF X 1 LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ITEM 526. 1 . TAMU RESEARCH FOUNDATION I I � - . I . � . I I . BRAD KERR, RPLS NO. � � I BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. I I TOP OF BERM I ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 8. ALL ADA 400 HARVEY MITCHELL PARKWAY SOUTH, . . KERR SURVEYING, LLC . I � I . � I RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP . . I P.O. BOX 4234 � I . I 11 : I NOTES: , ELEV=307.55' SUITE 100 I I TYPICAL CONCRETE PAVING SECTION 1 3. 1 EXISTING I I � � WITHIN THE PROJECT SITE. RAMPS ON THE PU13UC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COLLEGE STATION, TX 77845 1 1 1 . COLLEGE STATION, TEXAS 77841 , � � i 1 1--4'-1 � 6. THE- COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. . I I � � . � , I I . GROUND � I ,CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED 1 (979) 845-8609 1 � I N.T.S. I _j 1. ALL CHARACTERS MUST BE 60 TIE-IN . I � 1 979.268.3195 � I I I I I I I MINIMUM ABOVE GRADE OR SIDEWALK. POND ____=:f�i ___�_L _ "' I AREAS. ALL AREAS ADJACENT TO PUBLIC WAYS AND SIDEWALK AREAS SHALL RECEIVE 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. . I . I � I I � I BOTTOM 5 __���� � I � I � � I I � I � I I � I . � � I I . I I � I I "-.I I I _:��� �i 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF___GRASS SOD OR HYDROMULCH., 110. REFER TO THE GEOTECHNICAL REPORT FOR DETAII ED SPECIFICA71ONS ON SUBGRADE, PAVEMENT, FOUNDATIONS. ETC. I � I I I I � . . I � I 9 a I I I � . I I � � � I . � . . I � . I I � . I . . � I I � I . I I I 11. ALL PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD I I I � ,� . I I I � � I I . - - I "____MM - � 7 E -��A E 7 ______=�_ - \G\- \-, I-- \�'_'!� ____L - "� 7 - � - I _1� .- 0- _'__ Top OF - - -3.1.�_ - .-.,t� N""',�i", � I ADA SIGN DETAIL . I � TYPICAL POND BERM DETAIL , SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE I I . . I . . � N.T.S. � - . I � �. I � I � ,4 ^,4 � I ''I . I nil � ENGINEER. I � � � I � ENGINEER: I � I . I � . � I I I � I I ,_ I 1, I . SCHULTZ ENGINEERING, LLC. I I I I I � I I I I I � I I � � I I I I . I N. T. S. I I � 11 anni v ie o 12. PARKING STRIPES SHALL 13E 4- WIDE WHITE PARKING LOT STRIPING. DRIVE THRU SEPARATION STRIPES SHALL BE 6" � I I 1. I � 11 . WIDE . � � . I I I . � I I . I N%-,------.. WHITE PARKING LOT STRIPING. MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD � I � I COLLEGE STATION, TX 77842 1 1 1 _____ ------- � 1, 11 I I . .. .1 I I � . . I � _____ -d�____.__..,____ SPECIFICATION ITEM 666, TYPE 2 MARKING MATERIALS (TRAFFIC PAINT). . . . I I . . . I I � � I I I - -------.--I I . --- I __ I - I - I almm"MEMOM I � � . - I . . � . � I I I I � I � I I � � 11 . . � (979)764-3900 . � I__ 11 ____ I __ . I � I . I I . I . -.- I I --- __ I . . , . ... . � rpr I �0%,. . � I ' ". I I ' - . � I �-%. gf�f�,Ne OF 7,� % v THE SEAL APPEARING ON THIS ff 4� ............... �; %, I " � �_ I I ,I. 1.1%jchultz Engine,ering, LLL; DOCUMENT WAS AUTHORIZED BY / **1 % � . I . . I JOSEPH P. SCHULTZ, P.E., LICENSE : %.* 1% I . - - __ .. " I ,� 2730 Longmire, Suite A NO. 65889 ON SEPTEMBER 10, 2013. .................... I ...... AA .11 . D EN L DO�EN 4 College Station, Texas 77845 1 .......................... , , - ` - - "" ISSUED FOR CONSTRUCTION . 1098 5 J' t � --- 979.764.3900 TBPE NO. 12327 * , I � . - I %.4/cirw .01, � - � S I DESIGNED I DRAWN I . JOB NO. . DATE . ..... . -_ __. - - I � ... ,1,00 MARK REVISION KERR DLD . LIL . . � . . FIRM # 12,327 ,111011$ . I i I � 11 BY . I DATE � -1. I I M I I I . .. I - JPS - ffnzm� 13-259 , , SEPT. 1 2013 SCHULTZ ENGINEERING, LLC I . _1112111 - I