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HomeMy WebLinkAbout14-2188c t 1�j L IL T T Jl I I k-Al K--j COMMERCIAL SITE DEVELOPMENT.WljLH ASSOCIATED PRIVATE SITS' g DRIVEWAY, DRAINAGE, & UTILITY IMPROVEMENTS VICINITY MAP � A � RO �K SSN��11 �0 �Ir NOTTOSCALE CAPROCK: CROSSIING, PHASE 5 LOT I 9 BLOCK 1 UOLA-/dJ VI JLJ IJ'%L�C A ��Oltl' ��litltil 1 BRUARY 201 �1 SCHEDULE OF SHEETS SHEET TITLE Cl SITE PLAN C2 GRADING PLAN C3 PAVEMENT PLAN r y� C4 DRAINAGE, EROSION, AND SEDIMENT CONTROL PLAN � w C5 UTILITY PLAN V C6 8" WATERLINE W1 & 6" WATERLINE W2 —PLAN &PROFILES C7 S.H. 40 TxDOT TURN LANE OP C8 S.H. 40 TxDOT TURN LANE GRADING PLAN C9 ARRINGTON ROAD DETENTION POND MODIFICATIONS V� L1 LANDSCAPE PLANdo ' V FIGURE SW STANDARD SIDEWALK DETAILS � Q FIGURE W1 STANDARD WATER DETAILS (1 OF 2) r t FIGURE W2 STANDARD WATER DETAILS (2 OF 2) NOTE: GENERAL NOTES: 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK LUMPS AND CLODS 6. ALL FITTING SHAD. BE MECHANtCL JOINTS UNLESS ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HhND AND OTHERWISE DIRECTED: X 24" X 6" IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE' TO A DEPTH OF 28-0AY CONCRETE 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN I00, I' 24"X 24" X 6" I STRENGTH a 2000 psi FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN WITH Ito BAR AROUND BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28-DAY CONCRETE b 2. ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. I') STRENGTH; 2000 psi I ALL VALVE BOX EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE b WITH #4 BAR AROUND OF STEEL SIZED AS NOTED STRENGTH +� 2000ps1. 8. lF MAIN VALVE IS WITHIN 50 FEE7 OF FIRE HYDRANT THEN L ALL VALVE BOX. 0 ' AND PAINTED WITH TWO (2; ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT COATS OF METAL PAINT. S. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. C TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON g, HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER SNAKEPIT TEST STATION OR 3• EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER, OF ONE (1) FOOT LONG. NOZZLE SHALL BE 1 S TO 24 INCHES ABOVE NEAREST FINAL APPROVED EQUAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE 19EW14 - 14 4. VALVE BOX UDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WATER SUPPRESSION HALLLINES FROM PUBLIC WILL HAVE FULL BEARING ON THE FINE GRADED VIEWA _ A WATER LINES C SHALL BE ID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRA - USA. LL562 LOCKABLE LID_ EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT WATER LINE S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUAL VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 1' MIN. EXTENSION AS NEEDED. TO BE REMOVED BY TEE OR TAPPIN 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH A A CITY $ ACCEPTANCE OF AS REQUIRED AS 1 CENTERING COLLAR. WORK. REQUIRED A ,:• TERMINATE 4 TO 6 FROM TOP OF BNiSHED GRADE _ OX. 6" F 1 ` -� ; BURY LINE AS ERIES ANCHOR 90" BEND 2" SQUARE AW WA NUT GATE VALV Uj EXTENSION WITH ( WNALVE BO i CENTERING COLLAR. , 6"STD. � TERMINATE W TO 5' ( °: GATEE SS a S STANDARD FIRE HYDRANT a FROM TOP OF BOX gTp Gp�E �p (SEE NOT 8) 6" D.I.OR C909 PIPE AW WA C900 W/STAINLE8SLVE °& S" MJ ANCHOR + c COUPLING PRESSURE PIPE STEEL BOLTS I CO91 RETE CD 14go. lN8ULATED EL G It PEAGRAVEL-FILL ac COPPER TRACER PVC OR D.I. PIPE �::' ` WEEP H LE VE WIRE FIRE HYDRANT LOCATION :.. THRUSTSLOCK REALIGN AS NEEDED TEE OR TAPPIN BLOCK USING 12"x12"x4" •:"{:: BLOCK A8 DIRE SLEEVE & VALVE ECHANICAL JOIN I PRECAST CONCRETE ..::..... - DIRECTED. AS REQUIRED MIN. DIMENSION APPROX. IT}� SET SCR BLOCK RETAI FJt GL�08 EQUALTO ONE BAG OF OR MEGA LUGS „ SACKRETE 6» X12 GRADELOK WIMA. SPLIT GLANDS BLOCK AS DIRECTED M STANDARD FIREoploNAl,(ROTATE TO FINAL GRADE) GATE VALVE BOX. HYDRANT ASSEMBLY W1=00, W1-02 2" SQUARE x 2" HIGH TRAFFIC RATED •le REFER TO TECHNICAL SECTION OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPITTEST INSTALLATION STATION OR AFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR p APPROVED EQUAL l GROUND LEVEL \\\ `, + i, e .. nnvfl 24" (SM.)TRETE PAD M : VALVE OPERATING NUTMETAL EXTENSION Mom' DETECTOR TAPE 6" DIA X 1l8"MIN METAL DETECTOR TAPE THICKNESS STEEL PLATE wl 90■ CUT-OUT - 48" MIN. 1" DIA STEEL ROD TRACING WIRE 14ge SOLID TRACER WIRE SHALL END SQUARE SOCKET COPPER AT A TEST STATION. 2" DIA INSIDE (2(��114" DEPTH TWO 318" SET SCREWS ON THICKNESS) OPPEERARTING NUT. TO SCREE 8 TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET * TRACER WIRE MUST BE IN8TALLED DEAD END DIRECTLY ABOVE THE PIPE. GATE VALVE EXTENSION UTILITY PIPE LOCATION MATERIALS, W1-03 NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE MEGALUG OR AND ON ALL VALVE SIGN POSTS. WARNING SIGN MAIN LINE SETSCREW A 10 TEXT BLACK -� AR N I N G 2, SIGNS TO BE. CONSTRUCTED FROM 20 GA. STEEL BAKED ON • Y Y ENAMEL FINISH. FURNISH ONE ° ' UNDISTURBED 10 " WARNING AND ONE VALVE SIGN DIRT DF-RGROUND PIPELINE AND ONE POST FOR EACH VALVE 24 N. MI -. `-1' CONTACT THE CITY BEFORE EXCAVATING INSTALLED AND AT OTHER LOCATIONS SHOWN ON PLANS. p •• ..° D ° NISH SAME NUMBER OF WATERLINE END OF LINE CAPIPLUG YELLOW BACKGROUND 4 ' REPLACEMENT SIGNS AS FOR EACH INSTALLED ((OMITTING VALVE v ' • M. J. TEE NUMBER ON VALVE SIGN (NOT A SEPARATE PAY ITIM) , OR CROSS `, V � Y 7" NO. BEDDING SAND N. 2" BLACK PRESSURE TO BE ADDED AFTER 3' X T X 6" CONCRETE SLAB BASIC SIGN HAS BEEN PAINTED. .. •.'.. NOTE: A WHITE 0�--- . •, ►' :. DIMENSION FOR CONCRETE 24" BACKGROUND ' VARIES WITH WATERLINE SIZE MIN. PLAN VIEW ' • MJ PLUG _ PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED SELECT FILL 4'-0" 0• S' BLUE HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4:0" CAST IRON VALVE BOX COVER ��4Y...sf%4+:-LSY.: a�a �. �} •may �,� �(t � •ra�.M.. IN, / •a 2'X4 XB" CONCRETE SLAB 2 X4X6» CONCRETE3LB NOT GREATER • * THAN 45° BACK FILL AMERICAN FLOW CONTROL TRENCH 8" DIP WIRETAINING ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND IN.. PLUG. 'P O i CONCRETE f SF,CTIONA A END OF LINE BLOCKING W3-00 -.. • . -, O .., . , THRUSTBLOCK RESTRAINED JOINT 6" M_ J. ELL PLACED ON 1kNOTE: WITHRUSTBLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF BE959L STANDARD SEMBLY STANDARD DENSITY PER ASTM0698 IN -LINE BLOW OFF ASSEMBLY W3-0 1 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN WIS .S. HOSE CLAMP GALV. ELL UNDISTURBED SOIL TO S" ABOVE AND ON BOTH SIDES OF COPPER PIPE. AIR RELEASENACUUM GALV. NIPPLE. I I REMOVE AND DISCARD •AFTER BREAKER VALVE 1 � USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FORBID OF AIR RELEASE VALVEVALMATIC MODEL.101(1w ) 2wMETER BOX WITH II EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS AS SHOWN IN OR MODEL 102 W()y OR DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL CAST IRON LID I ) I �SCH. 40 GALV. PIPE 2' X 4' X 6"CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". f AFTER BLOW -OFF .:. , . '. •: •' 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY INSTALL MALE QUICK CONNECTION & CAP AMERICAN FLOW CONTROL TRENCH ADAPTER' THE ENGINEER EXIST. GRADE OR AN APPROVED HOT -BOX POLY ROX ` EQUAL APPROVED MODEL PHRI (T) WITH HEAT OR MODEL PHR2 �2 BRASS SAL! VALVE PILE MJ TAPPED CAP WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD COMPRESSION FITTING AND BALL VALVE BRASS THREAD PIPE WATER MAN 4" X TX T CONCRETE PAD FOR 1" PIPE COPPER EXPOSED TO 4" X V X 3' CONCRETE PAD (FOR 2" PIPE; CONCRETE SHALLBE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER 4» M. J. ELL PLACED ON CONCRETE BLOCKING TO UNDISTURBED SOIL BE 1N ACCORDANCE WITH TYPE "K" COPPER TUBING DETAIL W3-00 MAIN DETAIL W3-00 BRASS NIPPLE 4" END OF LINE TAPPING SADDLE W! CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200_psi FOR 24" AND SMALLER INNER DIAMETER PIPE. NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED STRAIGHT BALL VALVE W/ PLUG p z FOR SINGLE SERVICE OR BETWEEN THE SERVICE (2 FOR DOUBLE SERVICE) 3 SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-112" BALLVALVE O 2. ALL BEARING SURFACES OF THRUST BLOCKS .2. IT SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR (FOR DOUBLE SERVICE SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE ONLY) EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. - -- - - 4' MIN.-- - --- - -L - 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL"T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE: FIELD WHERE AND A8 DIRECTED BY THE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN + ENGINEER. THE VOLUME OF CONCRETE VITA WA A BLOCKING SHALL NOT BE LESS THAN SHOWN APPROVED EQUAL. >F& SEE TECHNICAL SECTION 331213 % HERE. S. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLE SERVICE S. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE USE POLYETHYLENE WRAP BY THE CITY UPON PAYMENT OF FEE CONC. CURB & GUTTER BEND SIZE A (ft1 B (it) C (it)(R) E G (a) VOLUME (c•Y•) 90" 6,8" 6.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 450 6,8" 2.0 2.0 1.6 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.6 22 5° 6,8" 10,12 1.6 2.0 1.5 2.5 1.5 0.9 0.8 0.1 25° 6,$" 1.0 1.5 J1.51.20.311 0.110,12" 1.5 1.5 0.1 ATEESCHEDULE ternsC ft)c?. E 5.1 1.5 2'5 .3 1012 3.5 0.8 & PLUG TO PREVENT CONCRETE 8; LOT CORNERS SHALL BE MARKED WITH A LATH b, a FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. :. , . • .. A 12" MIN.-24" MAX. STRAIGHT BALL VALVE 11 11 Ml . WITH PLUG { 2 FOR DOUBLE SERVICE) ' APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPEO TEE 4' MIN. A THRUST BLOCK DETAILS 1"TYPE DOUBLE SERVICE) (2 FOR DOUBLE 8ERVICE) 1-112" X 1" BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT (1 FOR DOUBLE SERVICE) UNDISTURBED EARTH_ EXTEND BEYOND JOINTS CORP STOP "TYPE K COPPER TUBING (SINGLE SERVICE) -1/2-UP E K COPPER TUBING (DOUBLE SERVICE) WATER LINE SEET 11 1-112" BALLVALVE z C7 w ce C FOR DOUBLESERVICE TRENCH 1'-0" WATER ONLY) NEW WATER SERVICE PIPE Stt RTANDL N D X W2-01 ,.- ••' UST STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS SIDEWALKS STREETS ALLEYS DRIVEWAYS AND PARKING AREI(MS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL -' •��" BACKFILL SHALL. BE CEMENT STABILIZED (SEE ,:: ; ' :. , ;:• �. PIPE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED ;•. 1 JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BELL 4 2• 2' 2' 2' ::r.: :'..• MAX MAX MAX '8" P. 6'8" PER ABTM 0898 WITHIN OPTIMUM TO +4% WET OF JOINT P. (Ty . ,." M SEE DETAIL 2 - EA. END OPTIMUM W4-0 .NON-STRUCTURAL ) 1 MAX IN ER AREAS) C U E POUR CONCRETE �fc OIA AGAINST UNDISTURBED EARTH VAN. 8!C 6• SECTIONX--X Haw VIEW '� ��� C � 1 8" TYP 1"MIN, CI.R. CARRIER PIPE CASING SPACER STEEL CASING 1-PC. PULL -ON WATER 'I 0 y TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS s,m e J SEAL Wl STN. STL. TO MAINTAIN 1" MAX CLR. .... p ,�Q- PAVEMENT AREAS CLAMP8 APS" OR L.. Q a ' _ a wq '�' l "PSi" MAX v mm SIC B O C STEEL CASING con .. •, :'t:'SIDEWALR ATSPRINGUNE + :: NOTE: CASING SPACERS ■ 8 WIDE BAND STAINLESS POUR AGAINST 6' 4RUNNER MIN. ((TT��RU 24 DIA STEEL PE UNDISTURBED CASING) OR 8-RUNNER IN. PROVIDE4 (TYPE 304 ) EARTH 24"-42" DIA. CASING STAINLESS NEOPRENE INSULATION SLEEVE { ) RUNNERS AT $TT.. TYPE904.8"WIDE BAND BOTTOM BETWEEN PIPE AND BAND Wl POLYMER �tUNNERS;C ENTERED OR NON -CENTERED CLEAR BELL, MIN. POLYMER RUNNER (TYP) . I '• '' THRUST BLOCK RESTRAINED FROM FLOTATION• INSULATED - "APB INC., MOD SDIB" STRUCTURAL BACKFILL AREA OR-CASCAbE TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK Fw-2-001 IW2-021 IW2-03 NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY Gq yp !VBOXE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION YJ>LVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION WNALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THeTECHNICAL SPECIFICATIONS. 3. DRY BORING THE CITY ENGINE INEFERREQ WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DtiY BORING IS REQUIRED. NG R. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND, SUCH THATTHE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. TEE OR TAPPING MAIN. SLEEVE & VALVE AS REQUIRED SLEEVE & VALVE ENCASEMENT AS REQUIRED 2'-0" MIN. ENCASEMENT 2'-0" MIN. OPEN WATER LINE HOULDER VARIE WATER LINE BUT OP � CUT " (DT OF P VEME IT WIDTH OF PAVEMENT MN. MIN. GATE VALVE V-0" MIN. SIDEWALK MAY BE OPEN CUT GATE VALVE 3 =0" BELOW DITCH FLOW LINE. Jr OR BORED AS DIRECTED BY STEEL CASING-2THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN -CITY STREET CROSSING TYPICAL RURAL STREET CROSSING. W4-01 ® SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH ryryyyHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS LUMPS CLODS OR DEBRIS IAR�ER THAN TWO (2) INGHES� IN THE LARGEST DIMENSION), COMPACTED TO A 1. FOR SEDD/NGAND7RENCHINGW/7H/NALL EX/W77NG MINIMUM OF 90"/o OF MAXIMUM DENSITY AS DETERMINED BY PAVEDAREAS SEEDETA/LSFOROPENCUTS7REETS. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN (Determy ST4-0O, ST4-0> 8T4w),, mis NOiEDOEe OPTIMUM TO+4°%OFOPTIMUM UNDER NON-STRUCTURAL ' ;"'i { NOTAPPLY7iSTJ4EEf�SBE/NfIRECONTR SI/CTED AREAS `Ie.,.YARDS, PASTURES, EASEMENTS AND TO A � �' T:�� .. MINIMUM OF 9S%OF MAXIMUM DENSITY AS DETERMINED " r 1•: ®Sp.ECT MATERIAL 2. EVERYYQRFEETPROV/DEA WA7ERSTrDPOLOCK s COMPOSED OFCEMENiSAND ORNAt7VEMAT ER/AL OPTIMUM TO (STANO OPTIMUM M U MOISTURE CONTENT WITHIN � .. � "`' DEPEND/NGONEMBEDMENt SLOCKSHALL BEBFEM OPTIMUM TO +4°/a OF OPTIMUM UNDER NEW STREET AREAS �'- N„ .t,.. , _ $ELECT MATERIAL '''"' •` ©CEMENT STABILIZED SAND AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. a_ s ` c `." : :;:` r;?;c ; /NLENGTH. NOSEDD/NO SAND /N TH/SAREA 8"-12" MAX. r MANUALLY CONSOLIDATE '- 'Y"' " (MANUALLY 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL ( © CONSOLIDATE BE IN ACCORDANCE WITH ANSUAW WA STANDARDS ` AT OPTIMUM MOISTURE) *r `' QB GRANULAR MATERIAL .rS• .., - ATOPTIMUM MOISTURE) FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE , �, OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS OR ORGANIC ; <a xs 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH WHEN TESTED DY STANEARD :`•`•''`°''"x'' f "� a?• :; SHALL BE IN ACCORDANCE WITH AN8UAWWA C150/A21.60 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4" , x ,` 4" c c=� •, :f,. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT' 45 PIPE UNDISTURBED SOIL UNDISTURBED SOIL 5. TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO.200 SIEVE 35 O.D.O.Q. S. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 314" SIEVE i00 PRESENCE OF THE CITY ENGINEER. 6"MIN./12" MAX. PLACE METAL DETECTOR " 6" MIN.112" MAX. , THE MATERIAL SHALL BE FREE FLOWING AND yEN WET SHALL TAPE AT A MINIMUM OF 24 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORMA BALL WHEN PRESSED tN THE HARD. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK EITHER INSIDE OR AREAS TO BE PA VEU OUTSIDE THE RIGHT-OF-WAY, 6HALL BE CONTROLLED NON- STRUCIMI� - BY THE CONTRACTOR. © CEMENT STABILIZED SAND AREAS OR nSTREL-TS TO BE S. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY o� con RECONSTRIXTU) WORK NG DALYATING PLACED AT THE END OF EACH CITY OF BRYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE neCnadLde, TemsSO,& W4-02 G a NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN B Y : C.L.M. DURING THE ENTIRE TIME THAT EARTH HASSEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: 08-01-12 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE: N T S ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF . SILT AFTER EVERY RAIN. APPROVED: W. P. K. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. FIGURE: CULVERT /Z r tS FOR DRIVEWAY AND . m nuts STRUCTURE / TURN LANE GRADING \ .a YAi1TE STRIPE _ �' . • .298•- .r -- SHALL BE PER TYPICAL REMOVE t r2g8r 150 x-r 425 SECTION OF WHITE STRIPE STING N �- •�' i2g5" \ \ \ \ EDGE OF PAVEMENT - .- Q / PROPOSED 8 WHITE STRIPE `:z N r 52 REMOVE 50' OF /F / •'rye ON TOP OF EXISTING STRIPE RIGHT TURN STRIPING `,ti _. _ - _ 298-- r• ` (PER TxDOT STANDARDS) PER TxDOT STANDARDS ' e * _ - �- -295- \ EXI511N0 WHITE l r s' 1, \ STRIPE .�f r �' F� TURN LINE y \ _ 294- 9 ; l r f / \ ' �� N + s' EXISTING STING EDGE OF (SEE SEC1iCN-THIS SHEET)\�'\.- f---293--- -- -- - f . "� WHITE STRIPE \\\ \\\ �)� g PAVEMENT \\ �� ^ter= r�292� _ -'292- - - -297- - - - _ - - - •``•_ \ m ,�• ` \,�` : '�. `•� ti \ \ �'`� ,~�, \\\\�\ \ V r 293 �-� y,,r 29u,�- rz29o9 �/1 j\\ 5 zi .1�\ ���\\\ y ��12 - v � / �'r - 1 �- -- - 293 J / 2g / ` / / 4- 295- ` ` ` - - - - -288 �29i--7tW f � ti �� ,\ \ \ / A5 / \ a�, /, / fi -q/'` - -- - 291�- -•291 ��%'� l� \ L ` x G / \ / 29 / / l j 1 ` \ 0 .r--294-- _ .._ -. - 29 _ 90r^r'�..� 1 "e, \ s �- -► h / / I _`293=`= - ._ _ - - - - -- .- r. ! 1 - J - _ -""- 292 " \ 290.-."^".r'�^� �9 ` �' 2891 �� -283�" `, l/( \ ` \ r / �9 \ ✓ / / / 9°' / j j \ \ {,. h - 91--- - - - - - --- - --293-- - - - ..... _ _ - � _. _ ._ - - _ 292- 2 }_ _ _ \ @ 288�` 3V 3V 3V 3d--- �e tee' \sT� ! -91 ; :,v -�' e \ - \ \ 2s-�FL - 289.04 �----�• 9 \ \ °R^I" _ �� /'C TDOT R.O.W. 1 / 6' / \ \ o \ 38-��\ t88 LF 24 RCP CULVERT 32 < \ \ ! _ 2 / �`/ \� / \ , \ N N N" S'� S-8 S-S -� -�5-'8 -S � `\ PIPE O 0.55X SLOPE bP`� `\ \ y J / \Q--�--- 3_ ���, S ------ s-S \ ry \\\\\ i \ \ : _ -..2 59- �� \ \ \ \ \ 1 �2 / / / /� ✓ J \ \ \ 1 \ \ s s e \ I s-8------'" \ �' / ' \\ I \ \�?a Cz�`' _ - -- . 2290 \ 24' CONCRETE \ \\ \ - - -- "" 291 �\ � \ --'�'-"---�---'_"r \. \ / 4H•1V SET � �\� 6 cnNCR� 1 � � / \ \�2sn.- _ _- � \\ � � '.�? � I I � � � ��•� ..- � \ \ \ •- !!14IJ;i I. TRAFFIC CONTROL PLAN IS REQUIRED PER TMUiCD PRIOR TO START OF CONSTRUCTION WORK iN THE SH 6 RIGHT-OF-WAY. 2. AREAS WITHIN ROW DISTURBED 13Y CONSTRUCTION SHALL BE RESTORED TO EQUAL. OR BETTER CONDITIONS THAN EXISTING PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITY COMPANIES AND UTILITY LOCATORS ARE REQUIRED. 4. ANY LANE CLOSURE WILL BE ALLOWED BETWEEN 8:30 AM AND 4:30 PM ONLY. FLAGMEN MAY BE REQUIRED. S. TEMPORARY EROSION CONTROL MEASURES SHALL BE PROVIDED TO AVOID SILTATION OF DOSING DRAINAGE STRUCTURES AND ROADWAY. & RAISED CURB (01 SHALL NOT BE CONSTRUCTED WITHIN 30' OF EXISTING TRAVEL LANE. 7. NO UNDERCUTTING OF EXISTING ASPHALT PAVEMENT WILL BE ALLOWED. N8. ANY SIGNS INSTALLED BY THE CONTRACTOR IN THE FM 80 ROW SHALL HAVE BREAKAWAY BASES AS PER TxDOT STANDARD DETAILS. 9. PAVEMENT SECTION FOR THE DECEL LINE SHALL BE AS SHOWN ON DETAILS. DECEL LANE PAVEMENT MARKINS, ETC. SHALL BE AS PER TMUTCD. 10. DITCHES UPSTREAM Lb DOWNSTREAM AT ACCESS DRIVEWAY SHALL BE GRADED TO DRAIN. 11. PAVEMENT SURFACE SHALL BE KEPT CLEAR OF MUD, DEBRIS. ETC. EROSION CONTROLS SHALL BE INSTALLED AS REQUIRED. 12. CONTACT JEFFREY HOLUWD AT TxDOT BRAZOS MAINTENANCE (778-8054) OR JWREY.HOLLAND07XDOT.GOV, 48 HOURS PRIOR TO STARTING CONSTRUCTION. 13. DECELERATION LANE EDGES SHALL BE ADEQUATELY DELiNt:ATED AS PER TMUTCD. DECELERATION LANE CROSS -SLOPE SHALT. BE DETERMINED Messes I IN THE FIELD AT SiTE IN COORDINATION WITH A REPRESENTATIVE FROM TxDOT. I{O 2O 40 14. CONSTRUCTION CONNECTING CONCRETE DRIVEWAY SHALL BE AS INDICATED FOR CITY OF COLLEGE STATION COMMERCIAL DRIVEWAYS (FFOR FIGURE ST) SCALE IN FEET 15. SETs (6:1) SHALL BE REQUIRED FOR ENDS OF ACCESS DRIVEWAY PiPE PER TXDoT DETAILS. 16. NO UNDERCUTTING OF EXISTING ASPHALT PAVEMENT WILL BE ALLOWED. EXISTING PAVEMENT ON SH06-WFR. 17. CONTRACTOR SHALL NOTIFY JEFFREY HOLLAND TxDOT BRAZOS MAINTENANCE (979-775-8054) FOR HANDLING OF ANY ROADWAY SIGNS IN CONFLICT WITH ACCESS DRIVEWAY. 7:1 3C. = 1. UNLESS 0Ti1ERWISE STATED. IN THE PLANS, FLAGS ATTACHED TU SIGNS ARE REQUIRED. 2. CHANNELIZING DEVICES USED TO CLOSE LANES MAY BE SUPPLEMENTED WITH THE CHEVRON ALIGNMENT SIGN PLACED ON EVERY OTHER CHANNELIZING DEVICE. CHEVRONS MAY BE ATTACHED TO PLASTIC DRUMS AS PER BC STANDARDS. 3. CHANNELIZING DEVICES USED ALONG THE WORK AREA OR ALONG TANGENT SECTIONS MAY BE SUPPLEMENTED PATH VERTICAL. PANELS (VP) PLACED ON EVERY OTHER CHA14NELJZING DEVICE. IF NIGHT TIME CONDITIONS MAKE IT DIFFICULT TO SEE AT LEAST TWO VP'S, THE VP'S MAY BE PLACED ON EACH CHANNELIZING DEVICE 4. IN AREAS WITH SAFETY LIGHTING OR CONTINUOUS ILLUMI+IATiON THE CHANNELIZING DEVICES CAN BE SUPPLEMENTED WITH DELINEATORS. 5. THE 'FORM ONE LINE LEFT' SIGN MAY BE USED FOLLOWING THE 'RIGHT LANE CLOSED' SIGN. TYPE B BAiFXADF, C HAN a31ZING DILV OM OR SHADOW VEHICLE WITH ORANGE FLAGS OR WARNING LIGHTS. WHEN SUM VEHICLE IS REQUIRED. IT STALL BE EQtWPED WITH IM MOUNTED ATIENUAML INK (pillLK K Lfff TOOT Fi (SEE NOTE S)RGHT 4C8 x L CLOSED M FT Cos X 54RR ROAD 1LpiK HEAD 1 YlE CW20-ID 48' X 48' TR (FLAGS -SEE NOTE 1) ✓� ROAD WORT( war 7020-20 4WX24' 500' MIN. 100' MIN. Minw. OakSuggested Toper Lee * Mmftu n ain of Devtos Posted Speed Famulo 10' Offset 11 Offset 1 Offset On o Taper 0n a - Tangent 30 2 L= 1WS 150' 105' 150' 30' 60'-75' 35 205' 226' 24W 35' 70'-OW 40 26V 29V 32W 40' aw-TOOT 45 L~ WS 46W 495' 1 540' 45' OW-11W so 500' S50' soo' So' 1oo'-125' 55 550' GOW 60V 5W 110'-140' 60 600' 66W 72W BD' 12W-150' 85 650' 715' 780' 65 130'-165 70 700' 77W 840' 70' 14W-175 QQ * Toper Nngthe have been rounded off. ri L-Length of Toper (Ft:) W-Width of Offset (FT.) 5-Posted Speed (YPH) IN LEGEND czzzm TYPE II BARRICADE ■ ■ CHANNELIZING DEVICES HEAVY WORK VEHICLE ® TRUCK MOUNTED ATTEiVUATOR TRAILER MOUNTED PORTABLE CHANGEABLE FLASHING ARROW PANEL M MESSAGE SIGN L a.o FLAGGER i SIGN POST q FLAG • 1 L i(IaiT 00 K Fun ,Tool)' MR 4s; x �+ (SEE NOTE 5) j 160d` iwT LK W FT 2600' i 4 X 48" i. ROM WORT( HEAD CW20-10 TXDOT TCP (2-6A) 48" X 48' 1 y� (FLAGS -SEE NOTE 1) ONE LANE CLOSURE MEEK CONTROL DETAIL N.T.S. FL - 289.50 VEERANI LLC / CASTLEGATE BUSINESS / CENTER / BLOCK 1, LOT, 1 / 3.61 ACRES 10865/036 'r ZONED GC 20 SEMINOLE / PIPELINE EASEMENT 1022/807 \ / P . / i p0. W NESS •p0 E �GTH UNIT SINGLE PIPE MULTIPLE PIPE SKEW PIPE RUNNIMS REQUIRED gO:W PIPE Rumm REQUIRED tr r 17- 3:1 r-1r 0-45 deg No 0-45 deg No 4:1 S-8' 6:1 IF -IF 1s' 2 1/4 20 1/r X-r 4-45 deg No a+45 deg No 4e1 4-7- 6:1 6'-s- ili' 2 1/2- 24' 3:1 4-8' c-45 dog No tr45 deg No 4.1 S-8' 6:1 -0 24' 2P 31- 3:1 41 h45 deg No 0,30 deg No 4:1 7'-iC >30 deg Yee 8:1 it' -3' 30' 31/r 381/r 3:1 7'-1tf c-15 deg No <015 deg No 4:1 6:1 to-8' >15 deg Yem >15 deg Yes 3a• 4' 45 1/2' 3:1 g'-5- 00 deg No -:00deg Yee 411 12'-3' ;00 deg Yes as 17-11' OPTIONALJOINT (SHOWING JOINT BETWEEN RCP AND PRECAST SAFETY END TREATMENT) UNIT LENGTH VARIES 'q GF 4ERALNOTES: 1. PRECAST SAFETY END TREATMENT FOR REINFORCED CONCRETE PIPE MAY BE USED. do e 2. MANUFACTURE OF THIS PRODUCT SHALL CONFORM TO REQUIREMENTS OF ITEM 'SAFETY END TREATMENT- EXCEPT AS NOTED BELOW: PLAN o. MINIMUM REINFORCING SHALL BE /f AT r (GRADE 40) OR 04 AT 9- (GRADE 80) EACH WAY OR 8 X 6 - OR 5 X 5 - W10 X WIO WELDED WIRE z FABRIC. WI2 s TOP FACE OF SAFETY END TREATMENT b. CONCRETE FOR PRECAST (STEL9. FORMED) SECTIONS SHALL BE CLASS 'CY WITH A MINIMUM COMPRESSIVE SLOPE O b STRENGTH OF 3600 PSI 1 CONSTRUCTION NOTES: O NE 10. DIMENSION 'D � iS BASED ON ASTM C-76. CLASS Il. WALL THICKNESS S , IF ANY OTHER WALL THICKNESS IS USED. DIMENSION 'D' MUST BE ADJUSTED ACCORDINGLY. ' -6A Z !�2 SLOPE AS SHOWN ELSEWHERE IN PLANS. s. e� D HA� .LONGITUDINAL ELEVATION r EOOBOTO SQUARBM INVERT BOTTOM SECTION A A SLOPED END TREATMENT DETAIL N.T.S. es»e�e� OF FIRM # 12327 ' SCHULTZ ENGINEERING, LLC w w z CL z fcn ¢ '� L� U. o o w OQ Qw C9 W w Q N fn fL X X c w w O. SAWCUT & REMOVE 16' TURN LANE APPROXIMATELY 2' OF EXISTING SHOULDER 1' 4" TYPE C "MAC (REMOVAL OF EXISTING PAVEMENT MIN I W/ SEALCOAT MARKINGS SHALL COMPLY WITH TXDOT SPECIFICATIONS) 2%* • 6 MAX •1 ­12' 2' I--- EXISTiNG PAVEMENT 8" FLEX BASE (GR1) SECTION + PRIME 8" CEMENT/LIME * SEE NOTE 13 STABILIZED SUBGRADE TURN LANE SECTION ASPHALT OPTION MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF tst't: R.., ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) i'yfse',it' INCHES IN THE LARGEST DIMENSION). COMPACTED TO A r MINIMUM OF BOX OF MAXIMUM DENSITY AS DETERMINED BY 2' COMPACTED C�� STABILIZED ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN /CY (PUGMILL OPTIMUM TO +4X OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.p ONLY). SPADE BY LIFTS INTO AREAS (ER..YARDS, PASTURES, EASEMENTS) AND TO A MINIMUMDENSITY AS (4■ �IN�) PLACE. TO FILL ALL VOIDS PIPE MANUALLY OPTIIMUM BY ASTM D898 (STANDARD) TMUM A MOISTURE CONTENT"THIN"THIINN CONSOLIDATE DATE OPTIMUM TO +4X OF OPTIMUM UNDER FUTURE STREET AREAS. � MOISTURE. THE TRENCH BOTTOM SHALL BE - 8- MIN./12' MAX. GRADED SO AS TO PROVIDE UNIFORM CEMENT STABILIZED SAND AS AND CONTINUOUS SUPPORT FOR THE A MINIMUM WILL ALWAYS BE PIPE BARREL BETWEEN BELL HOLES. REQUIRED. BEDDING AND TRENCH FOR REINFORCED 'O C E P N. I'.S. > I 12S RATTLER'S A T CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 1, BLOCK 1 -COLLEGE STATION, TX w z J O w CL SAWCUT & REMOVE APPROXIMATELY 2' OF EXISTING SHOULDER (REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL COMPLY WITH TXDOT SPECIFICATIONS) EXiSTiNG- PAVEMENT SECTION * SEE NOTE 13 H ILI z J z a W n k 0 � QQ0 Lit 0 z z O to !n pp}r _z w W Of F- O IL' CL 16' TURN LANE 7" REINFORCED CONCRETE MIN. PAVEMENT - #4 BARS ® 18" O.C.E.W 2%* �- '"6 MAX 8" CEMENT/LIME STABILIZED SUBGRADE TURN LANE SECTION CONCRETE OPTION STEEL REINFORCING BARS [-CONCRETE PAVEMENT r .. -f-- • .ram. . 7Y ..�. {. . 77Y X . _ 4: 4' • \-6- LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 8" PAVEMENT - #5 REBAR ® 12" O.C.E.W. * 6" PAVEMENT - #4 REBAR ® 18" O.C.E.W. C` * CONCRETE PAVEM AR T SBHALL BEBCONSTR CONSTRUCTED PER REV 2012 CITY OF BRYAN/COLLEGE STATION STANDARD co SPECIFICATIONS. TYPICAL CONCRETE PAWNG SECTION NNA S.H. 40 TxDOT TURN LANE SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1.1 FILE NAME; 13-2-70 SHEET S ��,,,. GRADING CONSTRUCTION NO' ! GAS I ! , , 1 \ \ 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET 294.39 TP �Sf GA$1, l \ \ 1 1 RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 96X OF THE MAXIMUM DRY DENS17Y AS 1 I I DETERMINED BY THE STANDARD PROCTOR TEST. (ASTM 0008), AT A MOISTURE CONTENT FROM OPTIMUM l 1 l MOISTURE CONTENT TO 4X ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET GAS / t a , , >< ,. I RIGHT-OF-WAY SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY. 294,10 TP A SH 40 TXDOT EXISTING A� \ I G TURN LANE GAS PIPELINES/� °'va ` \ 1 ,, ' 2 WEAK OTHE R SOFT AREAS IDEMIFIEDE BENEATH THE NtiY THE "PROOF-RDLUNG CRETE SIDEWALKS SHALLBSHALL BE REMOVED AND REPLACED."E COMPACTED AND • ANY `G \ �/ GRADING POINTS (SEE SHEET C8) / I �- -- 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. --' -� / P TERMINATE 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. AE �294 29 TP STANDARD / / 11752/292 \ ` ` .+✓i 'I CURB 294.07 TP \ % J ? 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN. TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5 OF PAVEMENT OR SIDEWALK. 294.75 TC rn Rise!A \ 2g1 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS -� J,./� TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING R32 294 40 7C3~ / r �FjO� o� I r / / / GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY. THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. �...... 293.45 7C AE 29 50 TC "�••• / r \ \ r \ NE 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL 294>17 TC..__$ 3 29&70 TC � 293.90 TC � _ _„ram " i PARKING LOT 0-40S AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6 294.48 TC S $ 293.80 TC 293.80 Af: / 293.95 TC 293.85 TC' ~ A� ., SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. / -- +"'� -- / * •., r - A A /tea O O 0 �� 8. THE DETFMTON FAC1LI TIES MUST BE CONSTRUCTED FIRST. SCALE IN FEET / �� -- \ S ` \ 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE ' ''�� �' \j / r �-� 292 55 7P - _ 293.83 TC r Q �'" �/ ' OF INTERCEPTOR DRAINAGE SWAIES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND {{{ / A5 TC 293.85 TG S 1 �- l 293.80 TO R3' �"'" / ~ NOT THROUGH THE BUILDING PAD AREA. 293.78 TC / �g 292.70 TP Si 293.10 TC �- '� 793.90 'TG `�.... 294.12 TC -- "� 293 O5 TP f J % �"� / / 10. THE SELECT TILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE I b r r.�- '~ 282 85 Tp 293.80 7G y / �\ GEOTECHNICAL REPORT. - .r/� 293.63 TC, '' „�� r 29 r y 'T'3,•1 `29� % -' j 1 �( / 293.80 TP --' r 293.35 293.85 \ rTt \ / / �� 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY 293 60 O y , 293.65 TC' "� 293.60 TC / '' ( / SS r �- r 293.75 T'C 1.-�' \ / L J \ COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD BE -� I •-''� Jr r J r S� /" "„! ` -- i f ' � �� \ ` �-•Z9� ' / / / i �� PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING 294.00 TP \ r / ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND ' \ ` ,2g2 / / �\ TWO FEET BEYOND THE TRIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK 4 294 30 TP \ -��" \ v 1 \ 00 J / / �� 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE. PAVEMENT. •-- ,�� f r J�� �� i --�\ �---- L 294.15 TC, \ / T .� FOUNDATIONS. ETC 9W'-ti6 / / I IRRIGATION- �� \ *t j• �- �R°' ! 295.15 TP -- SLEEVES 295.30 TP 294.90 TP l / h , Z �- �- '493 r "� f ----�'W-16 1195.20 TP \ 295 ' 296.05 TCJ: W�1 r .i , l 1 296.10 T0296.20 TW 296.05 TC Q� . 2 294.75 TP �-'"�� r / r 294.80 TP 284wa�.40 TP Z98.O0 295,54 TO w 16 ��' 29616 TIN 6 294.34 7�C 29&65 TC �1 295 20 TP 2 r 292 8 r� -� �,• w-A6 118 r, Y`�- 295.35 TP 294.90 TP r �, •` '� 29= � ''• �,..• �� '16 � � 294.75 TP 295.25 TP �295.95 TC ✓ / �I I"�� ~� 295.07 TPA, WATER UNE BEASEMENT 40' PUBLIC 29&10 TO 294.90 TP 3645/278 ACCESS EASEMENT EXISTING 11732/292 295.50 TP WELLBORN SUID 16" WATER LINE STANDA� I j 2OM40 TP \ I r 295.65 TP \ 206.55 TC 295.36 TP,' 295.15 TP 295.55 TP 298.00 TC m \ I 295.85 TP 285.60 1P� j - ~ 295.40 TP _....�. �� 295.75 1A 0,037 ACRE \ RIGHT-OF-WAY , �• 11117D 2A/2292 , ReE, ` y - \ 295.151P 2-3" r 207.40 'ITC IRRIGATION :' ::..•.:t- _ �"' -- / / �^ SLEEVES 296.70 TP\ 296.30 TW 296.40 T 294.6111 TP , � � \\ �cn LEGEND It2 1 /� / - -•- EXISTING CONTOUR 295.5.95 TC I ` 1 PROPOSED CONTOUR ' TP f 296.00 TC ` 294.40 TC EXISTING PROPERTY BOUNDARY 298. >sPC - 294.54 TP. , CITY OF COLLEGE STATION EDGE OF PAVEMENT Q 298.10 TC 8" SEWER LINE I � 296.10 TC S, � ' � , I m N - '- .'- '- - - EXISTING EASEMENT 25 ✓/ , 1 S I n i PROPOSED P.U.E. 295.TP \ ! \ SETBACK \ I r I S-6 PROPOSED SANITARY SEWER UNE (I •� sai•s�wsass��w�easa•s S S PROPOSED WATER LINE I I a 296.30 TC/TP / 20' PUE � 294.66 7P6.00 TP , , \ , ' ST PROPOSED STORM SEWER LINE \ / 5976/292 \ \ U1 I 4 \ • AE OVERHEAD ELECTRIC \ I \ ` -0 ti. ' •:.' EXISTING SIDEWALK 295.50 TP 2- 3" \ Y f SLEEVESRRIGATION/ T , \ t \ \ IRRIGATION SLEEVES PROPOSED BUILDING -- <z " \ CURB / / rn \ PROPOSED SIDEWALK 296.30 TC/TP A'"� \ 296.40 TC FLOW DIRECTION 295.40 TP e : t ACCESSIBLE ` >; AE OVERHEAD ELECTRIC LINE ROUTE / FIRE LANE 296.00 TP 1� } s o e - d - ACCESSIBLE ROUTE 295.65 TP 294.93 TP PROPOSED 296.00 TP STORR I LDlNG 296.00 TC 4, 1 STORY 295.30 FF = 296.5 4.40 TP 29&55 TP 6,600 SF \ MAX. BUILDING HEIGHT =s24' I 1 295 85 TP _ ` i. 298.30 •TG/TP + , trr d' 1 \ I 1 29519 TP 296.00 TP -- -.r r / , I ' • 296.10 TIC 20' PUE ^ 11752/292 ae s �s � >rea\�e rre as ae as aRs � 285.75 TP 295.31 TP ( e - i k -� STANDARD CURB 296.15 TP 296.10 TC R3' 2116.30 TO 296.40 296.00 TP 296.05 TO 29&40 TW ` .296.06 TC �C: / \ " 296.30 TC 296 .12 TC____. 286.30 T 1 .. : • -- - _ / \ 295.70 TP \ 294.83 298.25 TW -b • •,•, ~ ~ _ _ 295.70 TPA, � -:r 295.85 TP 29> 295.85 TP 298.00 1P / 3 / 296.20 TC , \ s \ �. , 295.58 TC 295.80 C \� ' • `i , • \ \ \ \ / b 296.05 Tw 295 58 TP a �. ',"s r, . 297.10 TP ,� q0 ( / 295.02 TP297.10 TC 15' WELLBORN SLID \: �••�., ,:' 297.42 1W / &20 TC WATER LINE EASEMENT �• `' : 297.10 TC rtt5 \ \ / / 295 29 TP TC 295.55 TC 295,00 TP 298'35 3845/278 � _ h 295.51 TP 9 I o" 1 297.51 TW / (� g .� co '1 297.70 TC ` / . 297.35 TC \ ` l `�• /Q'h C 297.43 TW q�S,,j_ \ ` 1 \ 297.34 TW 297.95 TC ` \ •cs'295.60 TC 295.58 T O► } MATCH EXISTING r -- u: TO PAVEMENT 298.05 /` % J ` 296.83 \ ` 296.99 TP 29 \ \` 296.65 TP \ \ \ IR IGA71ON 298.8\8 TP SLEEVES 297.60 TC \ 295.23 TP+ ♦ \ 298.80 1P 296.70 7P 297.42 TP \ \ \% 9 296.80 TO 1 \ \ 297.33 TP .� 296.00 TP 5 \ 297.91 TW� ` T PUE 297.75 TO �•J/ -�'1 1 PUBLIC ACCESS ?9> 2 296.95 297.35 TC %7.25 TP TC EASEMENT- 297.15 TP_+297.83 11752/292 \ 297.52 TC /� 297.20 TC ` \ 298.` 48~TW 29 7.22 TC 297 _ 297.90 1C .45 TW �•t.t iS 1 298.40 1C' a �► 298.00 TO 297 �. 297.00 TP 297 297.90 TC \ . :..Stjr CCCSSSBLE 29&00 TC �` �.c '' ` `' \ , T17�1PORARY CURB \� :. 5 :•;� PROPOSED . 1 % ' • 29&Li8TE ••i' ,.ti.. DEW 297.72 TP .. . y • �.. : • _ 299.09 TIN 297.89 TC 297.80 TC M w =�` •� ri i• 29880 TC� 299.11 `,, a ',' - ' ` • ��. 298.20 TC -1 \ 299.19 T29&24 TC STANDARD '`` ••t; •. p • : e CURBS 298.22 TP 50 TC \, S a �'` .r,1` \ '29& :;, : `: s. t• j - 299.11 TO ., 29&43 TP 29&99 TCt ,'_•� ��•.5,..'v G � e, a ....�,� � '.IC. \lY ,•s: i "�r _ ~ TCH EXISTING R W NSA PAVEMENT p �� 29&34 TP��-�� '```{e ' -0s _ ' • wiIBORN SLID V S _ SSI p �t {y. '�,.; `:••: � ;, 3' WATER LINE�'E1tj�NT •: ,.,:.?' s• ..� '�.."_" ��-.-. ,.� •.•• is '�1'. ::5� r, � •/ ' r:'•':`: �r 298.24 TC"_--_EXISTING SIDEWALK , -_ �•.; .,� . �: ` ;. ;.',• ;.. 295.20 TP 29&45 TP 295.45 TP 'k29&35 TP 295.60 TP 29&60 1P A295.50 TP 295.75 TP 29&75 TP 295.65 TP� 295.95 TP 295.95 IP ,is 96/ #295.85 TP 296.25 TP 296.25 1P 296.00 TP 296.15 TP THE SEAL P 0 �.N H APPEARING N THIS • :. s DOCUMENT WAS AUTHORIZED BY �1l�� t`z.. En ineer�n LLC ° a 3� �; .::. FEBRUARY 26,1 2014.11.............ski DEVEN L 2730 Longniire, Suite :A . DEVEN L. DOYEN Cobje:Station, Texas 77845 109, ....... ; ISSUED FOR CONSTRUCTION TBPE NO. (c . 979.764.3900 .. •,. ,c !� SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARKI REVISION BY DATE KERR DLD DLD JPS 13-270 FEB. 2014 FIRM 7 SCHULTz ENGINEERING, LLC I I - 12S RATTLER'S AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT >, BLOCK > -COLLEGE STATION, TX m REVIEWEDR COMPLIANCE COLLEGE,S N ENGINEERING SCALE VERTICAL N/A HORIZONTAL 1 "=2U PLOTTING SCALE: 1:1 FILE NAME: 13-270 N0 6 40 sr Sr ' s-e r S-8 `-�S_8 A3--- -8�ks •@� _GAq GAS A ~' GAS GAS GAS GAS '-�"------ G S ------ _ GAS - -- GAS -----e GAS GAS ----GAS qF GAS GAS GAS-_____.� GAS —, GAS --_-_ _ GAS • ;.tom-__ � ST S7 ST ST ST S s Q . T W 1fi W-16 — W-16 _16 W-1 f W-16 - 16 AE------AE--- AE -� N it,7tft O CO in;5io cn GENERAL NOTE: .;•� � � I � f 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, \ I I DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS 30 15 0 30 SCALE IN FEET PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL NAME & TYPE QUANTITY POINT VALUE . TOTAL POINTS LIVE OAK • 3.5" > CAL (Quercus virginiana) 8 300 2400 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia Indica) 17 40 680 NON -CANOPY WAXLEAF LIGUSTRUM 0 5 GAL. (ligustrum japonicum) 69 10 690 SHRUB TOTAL: 3770 STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK 2.1" -3.4" CAL (Quercus virginiana) 10 1500 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 20 800 NON -CANOPY TOTAL STREETSCAPE: 2300 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES f f REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE `k;�', ?1 , \ \ •s I AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. cn �t;•,, \ m 1 2. REPLANTING OF EXISTING TREES SHALL CALIPER PER CALIPER .. 'F„'`. \\ \ \ f O0 WHEN THE REMAINDER OF THE LOTS DEVELOPED. 71 % I IRRIGATION SYSTEM NOTES: EVI EWE0 FOR �0��'• •� \ ( 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE � A Ir `4 T INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF POINTS PER PROJECT AREA: v v E 2GA�N y ' ( ) .ti iTt OCCUPANCY IS ISSUED. 92,073 SQUARE FEET OF SITE AREA APR 09 �\ ` • 1 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A 92 073 SF 1 D00 = 2014 I PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE 93 x 30 2,763 POINTS CiV�.;,, ,; BACK FLOW DEVICE, OR DOUBLE-CHECK BACK FLOW DEVICE, ., ir11 ION Q, I AND INSTALLED AS PER CITY ORDINANCE 2394. DEVEL®I'ME�lT Cc ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE. PLAT FILED: Go 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON (189+361' 50 x 300 POINTS 33 ( )/ ) 00 POINTS N INSTALLATION AS PER CITY ORDINANCE 2394. /, \`da �\ • ` I REQUIRED: TOTAL POINTS RE 6 Q 2,7 3 + 3,300 6,063 POINTS R ` ~ ` I f TOTAL POINTS PROPOSED: 6,070 POINTS 3,900 POINTS FROM CANOPY r`L`v i`-% � t IRRlcnnori � ( TREES = 64X Mgt GREENS PRAIRIE STREETSCAPE: CANOPY TREES (1 PER 32'): 397--36 = 361 / 32' = 12 CANOPY TREES REQUIRED ,Y .�' �•_. ` • I 5 CANOPY TREES PROVIDED 14 NON -CANOPY TREES PROVIDED* �`•t, r • 2 NON —CANOPY TREES COUNT AS 1 CANOPY TREE '\ I ( SH 40 (WILLIAM D. FITCH) STREETSCAPE: " I CANOPY TREES (1 PER 25'): 225-36 189 / 25' = 8 CANOPY TREES REQUIRED �PO�A N '`' 6jlss'A,1 1 D ao 5 CANOPY TREES PROVIDED �r,ti,`CZ�tO� f 6 NON -CANOPY TREES PROVIDED* 2NON—CANOPY TREES COUNT AS 1 CANOPY TREE .i 1 I TREE SIZE REVISION DLD 3/11 14 MARK REVISION BY DATE Schultz Engineen n LLC 2730 longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE N0.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-270 FEB. 2014 11-12S RATTLER'S AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT >, BLOCK 1 -COLLEGE STATION, TX LA NDS CA PE PLA - N SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-270 vER EXISTING OPENING 40 s s• s. 5. ELEV. 205.0 COVER EXISTING OPENING ELEV. 295.0' STEEI. PLATE ELEV. 295.0 ELEV. 295.0 �\ '` ` \ \ \ \ �77mG �� tir A y To REDUCE iFIE SIZE T��vz ELEV, 284.0 3" �p 1.5' ELEV. 294.0 ELEV. 294.0 BARS O 12" O.C.E W. RED HEAD \ TYPICAL IN ALL WALLS 1i TRUBO�.T ANCHORS \ \ \ \ \ 3.25 • -1 2' WIDE OPENING---' ON BROTH SIDES { { { I 1 \ 1 \ \ \ \ \ \ \ \ \ 8 TYPICAL { \ \ RED HEAD UBOLT ANCHORS �}-'c-� �\ \ - r STEEL. PLATE 1� 0111 D.C. ELEV. 292.0 SCALE IN FEET GAS-----..._ G \ \ — �- `--1 -+—� \ f--- I t— i �""j �' / �---/ \ ~ \' g"He" e" 9" GAV; A--�--�--�.�AS\ f 1 I ` � ' \ \ �•---�'-.�._ GAS �"" GAk GAS ,/ I � � � � -+ -� `'`�- \ � ,� � __x.__ —� ELEV, 299.0 ELEV. 289.0 t7.EV. 289.0 GAS _ GAS f GAS GAS(----- IGAS �---�- \�—\ I I \ ` \ \v -r. \ \ \ jF4 BARS / ` \_,r_""qS •-�-�� GAS \ co \ --_- \ ,� \ \ \ \ 012' o.c.Ew. 1a I T -\-- "\GA GAS ---_ _ _ - ` ` 1.` ` ` \ \ REAR VIEW SIDE VIEW / / ♦ ` \ � \ \ �\1 ! I \ 1 \ \ -- � �.. �- --. `' - � � \, � � � � � � � EXISTING FRONT VIEW � NTS FRONT VIEW NTS NI, NTS 20' PUE 1752/292 1 SUNG CITY OF COLLEGE STATION q VARIABLE { I I ( ( 9" SEWER LINE I \ ! WIDTH PUE I N 1 II 11 / / % 11752/292 1 I I i I ( / / / _ ( I I 1 _ I _ ti ! 1 / COVER EXISTING OPENING �` 5 - ST ST S — — — ae? a°fo I I \ I ! L y — �- ~- .� r" -� 1 ` \ f ( 1 ! TO REDUCE THE SIZE r — sx \ 29z-- —292TOP OF BERM ( a ELEV=297.00' / / -/ / / PROPOSED 14' •2 • ( at ..� Y � 1 POND W 1 - -- — \ \ r" < _ _ ._ _" ` r '" -� '" -- / —_ r '� I / / / / GRADE 1 4-16 \ / / f/ I J 4 4 BOTTOM WH6/ / / J / ) REDHEAD 4 ` AE A�=AE / / / TYPICAL PONDRI' BOLT ANCHORS qAE AE BERM DETAIL ` `V r r J , ` ✓ _ �2 f r- j r - `/ .// / < AE--�--„A }" STEEL PLATE `I��1 — — J ` / -�•-_.( �;ti. EXISTING TRASH RACK \ ! } 9g "r \— / , ; ? p4 SMOOTH BARS. -- GRATE OVER DETAIL r 1{ 1' NTS 00 PROPOSED r LOT 7 1 ! ` r/ 45' WIDE SPILLWAY - — — — — ` 1 ` / !/�! CREST ELEV. s 295.77 — — - \ 1 1 1 ! J BLOCK 1 '�.. 1 f ! r� \ ;/ /i/i \ '` ` — ! 1 '' �` 1 ! `.,' ., 1O0 YR PLUGGED 1 oil / /� `\ \ \ ` ( ;i ti W.S. ELEV.m298.48' 2.777 ACRES 1 s , ( a / ;\ \ _ 1 \ \ 1 ! ! ( r: 45 1 i U .rr �.. \ '.' , 1 I 1 I I J ! . }' 4 4 'TOP OF POND BERM 297.00' / EXISTING POND OUTLET PROPOSED BUILDING sEwER SERVICE / / / I \ \ STRUCTURE TO BE MODIFIED ! cn , \ { ( j f J / / / / 'ELEV.-298.77'' ►... FF = 296.5 \ ` I „20 PUE \ \ \ ( POND OVERFLOW SPH LWAY TOTAL = 6,600 SF / . 1 / U5878/292\CD x:rs s BRAZOS TEXAS LAND cn \ 1 1 \ \ \ DEVELOPMENT, LLC GREENS PRAIRIE CENTER PHASE 1 \ 1 \ BLOCK 1, LOT _1 \ \ \ 1 1.70 ACRE TRACT --29s ZONED GC ! ! J f IN T \ y 20' PUE 11752 292 EXISTING CONCRETE \ / D �z97-- — -- WATER, u�RN T° 3645/279 •:;� � ! �, I� I I I I i I I I I _ f I J J J 1 i ( 1 ;'Yf` �' �:4,` fm 7 V SIDE 1I' • _ .. �. ,� � ` � SETBACK ' I I (I I 1 \' / � J l i !! 1. l j fi;�• ,_ •. Ln dk 1 J •� , -♦ -- `_` —_` <1 � \ I � i i I f l I I I f J I f f! ) f;�7`s �� > ,\ •,,• ,.-,,,\ t JII{III(( \ I •� J � 1 / j �:. N ... 20 PUBLIC ACCESS EASEMENT ' \ �e 11752/292 cc +�; I•:•! "101•cc'.n ,� �'S''•!�. TBM 3 �. oo � \ \ �.� +- -. \ \ / ;r; ,t: NNI ly �'1'`�`i,. �j wLS,L;_IoY '`-� \ � �f 1 // � / <` �+ •0t + `� rlr.} � � yii<.txn � • , �l / ^••+ / a 1' r jy •.r�s:r•,y I t`� mad+:?' /Y-\ %•� ,�*c..f �;;• / DTBM 01 ate: {�•!. }4. ! '�t;wl` ,Za .,.a +i . to s ,: 7 ::'j: is 9{; ea ��?il : a� 7 • �L e� sto ♦ � / _ R /`ram NSF `' .,�•:. ,.i N � / / s+ A' I FOR BRAZOS TEXAS LAND DEVELOPMENT �' ' •.':{•�. i / LLG - COLI:�lYC 19.466 ACRES :� .• y / /� 8813/126 \ 1' ti ' y �. c, // A , APR .. ZONED A-0. NOT PLATTED W •�:, , } „�•. ��-, , / / Ii ���. O «• ••: / / > COLLEGE � I°ATION • , +�"'�.�� // i `•BSc•. Q ,.. _ ;_�Fx / / ❑ ENGINEERING r I-125 RATTLE'S A T CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 1, BLOCK 1 -COLLEGE STATION, TX ARRINGTON ROAD DET11tNTION PO-N-D MODIFICA TIONS SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: j ;1 FILE NAME: 13-270 I1 20 10 0 20 SCALE IN FEET STATE HIGHWAY 40 (WILLIAM D, FITCH PARKWAY) VARIABLE WIDTH R.O.W. 7S OF VOL. 4677/PG.19 UMLIANE SE —293-- 3V 3d7st- — .- —3d -- — -.... 3b _..-3d— i S-8----fS-8S-8 - S-8 — S-8 S-8 / 24' CONCRETE / 4H:1V SET / FL 269.50 / / r / / 6' CONCRETE 293.30 TP / PAVEMENT / PER TYPICAL �i`---- 2 i / 1 •� 293.50 TP 293.80 TP ` / \?e?✓ / VEERAM, LLC / $LOCK I, LOT 1 N 3.61 ACRES / 294.10 / 10865/036 S / // / / / / / ......— — — — -- E1ftS NUEDGE — - — r - -- OF PAVEMENT\\ _ / \\ -295-- — "' �\ 29409 TP !�� \ r r —V4— — — — — — 293- ---292 _ �_ r / �\— 293.60 TP ��' 1 � \� /-291- g - — — — --_ 5$ � 93 .--0- --20 — _ ._ 2293— -- — — — 292- / % 1,-29g_ �- Z 6- R�.r•-292 29 tom" �'^ f ..l� =�287 >,-N 24' CONCRETE '\ 291 / / /�� \ �- J \ -� '� ,/ 291 4H:1V SET FL w 289.04 6 TP 2 93"_283, zee ` \ --. `" -7 90 'ter 291 \ \ \ \ _ y\�86\ \ \ J 29z `y\ ` \ `\ / � 166 LF 2e RCP CULVERT PIPE O 0.55% SLOPE i293.50 TP `A}7< �290Y1r-' rr� 293.30 TP r ` / � 1 Go ` \ GPS I I .gaz sn ion NOTES: 1. PROPOSED CULVERT UNDER TxDOT DRIVEWAY IS TO PROMOTE DRAINAGE' TO EXISTING ROADWAY CULVERTS. THE SEAL APPEARING ON THIS • . . DOCUMENT WAS AUTHORIZED BY 11; 11-12S RATTLER'S AT DEVEN L DOYEN, P.E., chuitz: Engineering, LLG LICENSE N0. 109835 * 2730 Longmire Suite A FEBRUARY 26 2014. ..p................... CA P T O ry f EVEN L DOYEN n R O S SING College Station, Texas 77845 .979.764:3900 .. TBPE NO. 12327 ISSUED FOR CONSTRUCTION 109835 ....t... SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 1 CAPR 0 CK CROSSING SING PHASE 5 KERR DLD DLD JRS 13-270 FEB. 2014 FIRM III 2 745111 LOT 1, BLOCK I -- COLLEGE STATION, TX SCHULTZ ENGINEERING, LLC S.H. .40 TxDOT TURN LANE GRADING POINTS SCALE VERTICAL NIA HORIZONTAL 1 "=2V PLOTTING SCALE: 1:1 FILE NAME: 13-270 b STA. = 3+07.74 8" x 8" TEE AND FIRE HYDRANT ASSEMBLY W/ vER-nc& EKTENSION tti .. .. .r, STA 3+70.21 STA. - 0+00 , • ,; � r 7 - 18" % 8" MJ TEE •��` -SE UNSiiY PLAN ' • : t +;• •' w•,.•• .1, 8" MJ GATE VALVE r, "r r• � . 'b "�' V:'.3:+c, '�a' �•tii.R-t :'a. . r�: t, r•, e-!�•• �5.,• '�- y. :�'.'-u•'� , �g.. ,_1� a,: i ,� t�rr-xit- `Tr-�T'i?,."T�i,'�•s'�,,� ;-1--=ca,�..;�'�:•�3�,�� ••44 1+76.93 ...� 'R' .et• �jt .L'tk +1;rT r`•'C.•?r'�ti=:a. +r \r:1�� 1+74.58 8" MJ GATE VALVE�`� �"� •�.� ,,.� ..;1� • :t�.,"� •.r.�s�.���... �--- �" x 8" MJ TEE 0+05.09 V 8" 22.5' MJ SiA. - 3+71.85 40 20 0 40 r M� G ° VALVE L --I Y BLOWOIF ASSEMBLY / SCALE IN FEET_jLt .. .. \ 312 • Alignment Data: 13-270 WATERLINE WI Number Start Station End Station Length Lirro/Chord Direction Radius Delta DOC Mid OM Tangent Start Northing Start Fasting End Northing End Feeling Lt 0+00.00 0+05.09 5.09 S41' 20' 52'W 10187901.80 3577099.57 10187987.97 3577098.21 Cl 0+05.09 1+67.58 ISZ48 SW !W 501W 799.00 011'39'06' 007.1709 4.13 81.52 10187987.97 3577008.21 10107929.62 3576944.87 L2 1+57.58 1+70.98 3.41 S74 59' 27V 10187929.62 3576944.87 1018792&73 3576041.57 C2 1+70.98 3+00.04 1129.05, SSW 18' 21'W 700.00 OlaV48' 1 008.1 551 2.97 64.71 1018792&73 3576941.57 1018790&98 3575814.55 STRUCTURAL BACKFIL 15 U' + N 1 I rd d f/7 y STRUCTURAL BACKFILL 50 LF 1 PROFILE SCALE ' 312 1 "=40' HORZ. 1 "=4' VERT. 308 308 304 304 0 300 EX137ING WOUND 300 DESIGN GRADE ---7-F ..z _� ;I `� 296 4 MIN. a BUY 296 0. 292 292 288 9} 11 -' 288 as g in � ao g x m ! � � x , ro a rho10 284 °°" 284 280 280 276 276 w ZZ ' acca c r7 to N 0-� N N N N N V W N N 272 272 -0+50 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 8" WATERLINE W1 ffi%f .fir........... a.. ...... %*. DEVEN L DOYEN N........... .......... ... 109835 FIRM # 12327 SCHULTZ ENGINEERING, LLC 40 20 0 40 SCALE IN FEET >- 12S RATTLER'S AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 1, BLOCK 1 -COLLEGE STATION, TX I I I I I I I iI I i I I I j SEE 1N' ON U71UTY Alignment Data: 13-270 WATERUNE W2 Number Stort Stotlon End Stotlon Length Uns/Chord DkvWon Radius Dena DOC Mid Ord Tangent Start Northing Start Eastlng End Northing End Eastlng L17 0+00.00 0+29.43 29.43 NIS' 00' 33-W 10187927.80 3578838.10 10187958.22 3578930.48 SiRUCTIA& IIACKFiLL 25 LF O t t • d d 320�n PROFILE SCALE 1"=40' HORZ 1 "=4' VERT. 316 316 312 312 308 308 304 304 GROUND 300 300 ESIGN 29640 Nw. 29s BURY 292 292 W < 288 � x W 288 e�W s m W 284 284 280 280 -0+50 0+00 1+00 6 WATERLINE W2 8" PUBLIC WATERLINE Wl 8c 6" PUBLIC WATERLINE N'2 IL -AN & PROFILES REVIEWED FOB COMPLIAN APR 0 8 201 COLLEGE �"A ION ENGINEERING SCALE VERTICAL 1 a=4' HORIZONTAL 1 0=40' PLOTTING SCALE: 1:1 FILE NAME: 13-270 I i \ NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBORADE.. ADDITION OF CEMENT STABILIZEb + \ \ STABILIZE FOUNDATIOSAND OR GRAVEL MAY N, REQUIRED CEMENTSTASILiZED `\ 1 vartlEs SADASSHOWN SEC77ONAA CEMENT STABILIZED SANDASSHOWN +`-•I a ra 4U a- a' , xY�" R STATE KIGHwA�� �\ A (WILL, � LI,IAM D. FiTCH 'PARKWAY) tr °: �45V'BENIO ' *, $. 81ZEXSIZEWYE VBLS Wmil, R-� W' \ SIZE X SiZE YVYE •BEND ''..n.Tion. 19 •:. B E r 30 15 0 30 / 20' SEMINOLE F-AsEm&T SCALE IN FEET 1022//307 • P 40 15' WELLBORN SU / WATER LINE EASEMENT 3645/278 00001, EXISTING WELLBORN �S' NOTE (FOUNDATION+ S'8 / 94BARS, S-O.C•E.W.!-DEPTHS WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, NOTE: OR APPROVED EQUAL REQUIRE THAN 12 FEET WILL (2 REQ D) REQUIRE 2 MATS OF REINFORCING s-8 / STEEL IN THE BABE CITY OF COLLEGE STATION S_$ -�"� / / OUTSIDE DROP MANHOLE ONLYALL0NW FOR ,VAFNLfiVECO.'1:'VE67YON$ (rAlAfilARGERI GIs STING CITY OF COLLEGE STATION c 8" SEWER LINE / GPs i ,GPs I 8' FL IN 275.28 8' FL OUT - 275.18 8" FL IN 284.884 10* FL IN - nRnp TSIE 77 MANHOLE CONNECTION 30.4 LF OF S' SEWER SERVICE 1.101A TTiNG #8 \ WYE / sCLEANO 8 Unu3X U07ES: CONCRETE BLOCK 1. ALL ELECTRICAL U71UM ARE TO BE INSTALLED PER STU PLANS & SPECIFICATIONS. PLUB� • PERIPHERAL 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN �--� 5 OF PAVEMENT. -t 0 'STARTER"HOLES (SEE NOTE 1.) 3 PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING COOL CLeANOUTS SHALL BE INSTALLED PER PLUMBING CODE. OPENING CREATION DETAIL Q MANHOLE CONNECTION DETAIL A B .,.. !ti COOLIE WATER &SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING & CONTRACTOR SHALL COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE, REMOVE INVERT AS REQUIRED S. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. AND NEW INVERT FOR NEW 7. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. LINE. NEWINVERTSHALL HAVE SMOOTH TRANSITION & FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6' SHALL BE INTO EXITING INVERT. REWORK PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS EXISTING INVERT AS REQUIRED. BEGUN BY ANY MECHANICAL EQUIPMENT. 8. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH R 2000 PSL NON.SHRiNK GROUT i,-0_ OIJ41lem 10. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRE= BY THE ENGINEER. SYNKO•FLEXPREFORMED 2' NON -SHRINK i•p• PLASTIC ADHESIVE (TYP.)7 ORouT NEW INVERT II. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 WATERSTOP, OR APPROVED Pipe 0.0. --T- DAY STRENGTH. ft8 REBAR (14' LONG) EQUAL (SEE NOTE a.) PLUSiM EMBEDDEDAND WATERSTOP-PIPECONX -1- 12. ALL FITTINGS SHALL BE MECHMIICAL JOINiS UNLESS OTHERWISE DIRECTED. EPDXYED INTO MANHOLE MANHOLE ADAPTER WATERSTOP-MPEOOMt WALLS". (SEE NOTE 2-) PIPE O.D. SEAL, OR APPROVED MANHOLE ADAPTER SEAL, 13. REFER TO STANDARD WATER W1 & W2 STANDWATER DETAILS FOR INSTALLATION OF ALL PLUSIr EQUAL (2 oRAPpRovtDITgUAL PUBLIC WATER LINFr FIRE HYDRANTS, WATER SERVICE TAPS, METERS, ETC. (2 REM) Q CONNECTION DETAIL. SECTION VIEW CI CONNECTION DETAIL SECTION VIEW SANITARY SEWER NOTES: 1. PUBLIC SEINER LINE PIPE MATERIAL GREEN PVC, SOR-26. (ASTM D-3034 WITH GASKETS) NOTES: OR WHITE PVC ASTM D-2241. SDR-26. CLASS 150 WHERE REQUIRED.DUE TD WATERLINE 1. 1" DIAL "STARTER' HOLES SHALL BE DRILLED THROUGH WALLOF CROSSING. EXISTING MANHOLE SPACED a" APART CENTER TO CENTER. APTER'STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED 2. PRIVATE SEWER SERVICE LINE PIPE MATERIAL TO BE WHITE PVC IN ACCORDANCE WITH THE BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING PLUMBING CODE PER THE CITY OF COLLEGE STATION REQUIREMENTS. THE CONCRETE INSIDE THE PERIPHERAL •STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 3. PUBLIC SANITARY SEWER MANHOLE CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE & 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF 4• ALL MANHOLE DROP SERVICE CONNECTIONS TO BE INSIDE THE MANHOLE. OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" 00. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCEWITH & PRIVATE SEWER SERVICE LINE CONSTRUCTION TO BE IN ACCORDANCE WITH THE PLUMBING MANUFACTURERS REQUIREMENTS. CODE AND CITY OF COLLEGE STATION CODES AND REQUIREMENTS. 4. CONCRETE SHALL Be 3,000 P.S.I. NOTE �T A �� MANHOLE �+ CLEANOUTS SHALL BE MSTALLED AT CHANCES IN DIRECTION AND AT INTERVALS NO STANDARD 1V1!]�,1 V HOLE THIN �a��AN 100' AS REQUIRED BY 1HE PLUMBING CODE OR CITY OF COLLEGE STATION >00 � 1NON- sT>IRAI^ I BMW/ILL P �* ' I CLEAN. EXCAVATED MA'IMA1. BACKF)LL I PER Pm y AND COWACIIED I PLAN m GEC-CMAVIINQ G. REPORT ` I BEND 5• COMPACTED CEMENT STABI- UZED SAND. % SACK/CY. PUGMILL ONLY. SPADE BY LETS KM PLACE, TO FILL ALL VMS ARGILIND Plm VALVE 12I Mw ..�.;' � mLIM Mas iO ADam IN 16'xs" OF PAVEMENT STRUCTM OR TEE W/16' a WRHw Ir OF FVMM CRUDE W`8 BUTTERFLY vALVE' Reg SAW BY 11F15 PTO' SPAM PLACE, m (d MIN)BY roA ML AU. PIL ♦ ' O.D. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFI7RM 12' MIN. ♦ AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEW BELL HOLES 10 5 0 10 -21T PUE SCALE IN FEET 1 N S E T B BEDDING AND TRENCH BAcxFrll 5676/262 DETAIL FOR PVC SANITARY SEWER CP EXISTING WELLBORN. r \ SUO IW WATERLINE INSET B PUBLIC ACCESS EASEMENT .11732/292 t , " ^��+E,1 +. `d w 'tires: sti + i , r �,�Yo; • 1. i e� `A .► _i Y ^�. `> ' s r `+ _ GREE PROPOSED W \ ,''�� -a`•- .t a r- .. ^. NS �� PUBLIC WATERLINER. o.w w� vas-sspRO rrO .• : Y VE y� Mom- ��-"-/VI -."'�-�1>�. +',;•c,� . to ^.tia•»�'rrix'a rsL•vi.:. Z :!ti'j+`i :z -16IN . ~�'^"""'L�"_�.t�y.��•�,`��,`+"• i.. �,".'•� .'•"�^•� a`w.-s.,'' "=zz-. Y .. a •'1 ^.,t •lt.••-1.• • .•w.a`' '�T�'t ti�''•''Y]�;SL`�`1 r" •!"'`.a""•'p "•--`�.. a'> d •' • : �': ;�• � -.. ff i; ; •• � ti.l:. ' +•�f ai ra... �wd. is a • •�'.. i 4! 7 • �-••• T f •.:,i. -NCI !.••.. / +•.. M��,f- �t !K RILL -•�'. i.l•�� +.a.��•.-LY.L.w��.�-���L�••�' .•'•t :�. i �� •w.: �. 1�1 1 f i 7.a !•: ••. 1. ``.+s>>i�L-rsr-�.. '')''iw a�••� `••rl sew..... �,__\�-'tea:, AND WATER PIPE N.T.S. 1 1.5' WATER SERVICES v. (PVC) D FIRE HYDRANT` WATER SERVICE NOTES: METERS -� �Y 1. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 2' WATER 1• IRRIGATION (DER) 2. WATER SERVICE MATERIAL - TYPE "K" >� METER / COPPER TUBING OR PVC (AS SPECIFIED SADON ON PLAN, THIS SWEET). LE SERVICES 8' GATE 3� VALVE / B" GATE 400, VALVE 6"xr Tu � IIIr ,i INSET A 10 5 0 RE WED FOR SCALE IN F ETCOMPL.IANiCE APR 0 6 Z014 COLLIGEN N ENGINEERING THE SEAL APPEARING ON THIS I OF /+ /� . . DOCUMENT WAS AUTHORIZED BY ' SCALE Shultz EngineerincLLC DEVEN L DOYEN, P.E.. I I 12 S RA TTLER S AT `. 109835 2730 Longm! ' Suite A FEBRUARY 26. 20 4. p ' U TIL I T Y PLAN L. DOYEN CA PR VERTICAL N A College Station; Texas 77845 ISSUE ON iO9838 C 0 S 1,J l 1 r HORIZONTAL 10=39 & 1°=19 . T pF � D FOR CONSTRUCT( -. ,.:979.764.3900 . B N0. 2327 -:..-so JA ~~h CAPROCK CROSSING PHASE 5 " TVA T.ERLINE SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE i . L PLOTTING SCALE: j ; j �� LOT 1 BLOCK 1 - COLLEGE S TA TI • MARK REVISION BY DATE KERR DLD DLD JPS 13-270 FEB. 2014 FIRM # 12327 ,. ON, TX SCHULTZ ENGINEERING, LLC FILE NAME: 13-270 ■ 1/r S�8 1 24" \ / \ CONCRETE FL4=1VSET0'25 SILT FENCE v � 20' SEMINOLE EASEMENT 1022/8 077 293 ftS \ \ • He OAS AE: SILT FENCE r ___ ., -- — -- -- -294— — -- — — — ^ -- 24" CONCRETE 24 4H;1V SET 129.0 — — FT 289.54' — — — r � T/ \ x2 W-16 W-16 - l —16 � 1B —`�' \ IV WELLBORN SUB �s WATER LINE EASE MENT p, \ 40' PUBLIC 3645/278 j 1 ACCESS EASEMENT \ � 11752/292 ! v �yA ss�9r_ PUBLIC ACCESS EASEMENT 11752/292 15 0 SCALE IN FEET �N r cy SILT FENCE I 14e \\�/ \'� s• , \ 7AS-4----- { -� As i l GAS f f t l GA� ` GAS - _GAS \ m I ` \ GA$ 1GAS �_\GAS` \--•-- Zv,�`S�T---••e�r--I- G S ` \ �\ Gq� .`— GAS � ry ca SILT FENCE ' 'o► ''` ft 2,f HOPE PIPE —PROTECTIONftka PIPE 102 INLET~ PIPE 1 A A I I I II I t t 48.4 LF o 0.50% `'' 24r HOPE PIPE. III \ ll 1 SILT FENCE — - 87.8 LF O 0.50R r - �ti \ ` "- �292 - ~ ~ `, �.- - / I -29 T— 01 VARIABLEWIDTH f i '31 ET 11752/292� 32-Ts 00 293— " -- t 24 CONCRETE / �- 4H:1V SET .� 1 FL Q 288.00' 4-_ „� •"" �' i� f �2g5i � l r \ 2�2`T� \ DSED BUILDING zEr PUE 1 STORY '�co I5876/29111, \ \ I 6,600 SF� )1NG HEIGHT = 24 \�� \ ODCD N o •• r Zes 11752/29i / \ \\ t / \ ~- -- WATER WELLBORN EASEMEENN° �l \ \ , 3645/278 �- I I I I I I I i r 0 ` � r I Illlll I ryR��,i�lllili I T ! N N I I I RMW 1. MIN CONSTRUCTION �� EXIT` N N ao INLET PROTECTION FOR ' `•s : 7�, . O: ' ` , \ \` \ ADJACENT INLET .JfK•Y I q DD �`��_ ` ` `+ � I*1 � \ `ems•` \ \ _ � ..� � ~ • i� PIPE V THICKNESS 0 b• SLOPE MINIMUM LENGTH UNIT SINGLE PIPE MULTIPLE PIPE SKEW PIPE RUNNERS REQUIRED SKEW PIPE RUNNERS REQUIRED 17, 3:1 2'-11' o-43 deg No *-45 dog No 4: t 3'-8' 1S" 2 1/4` 20 1/2' 3:1 3'-B" <-45 deg No o-45 deg No 4.1 V-7- 18" 2 1/2' 24 3:1 <43 deg No c+43 deg No 4.1 5'-8" &1 e-Q 24' 3' 31' 3:1 6'-Y •0-45 deg No <-30 deg No 4,1 7'-10" 8:1 tT-3' >30 dog Yes 30' 3 1/2" 38 1/2' 3:1 7'-1O' <-•15 deg No <-15 dog No 4.1 10'-t" 8:1 1{- >15 d09 Yes >15 deg Yaa 36" 4" 45 1/2" 3:1 9'-6 -0 deg No >0 deg Yes 4•1 12!-3" ..............N DEVE3N L• DOYEN 108835 14 FIRM # 12327'�� SCHULTZ ENGINEERING, LLC SEE PLAN VIEW I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING FOR GRATE TYPE UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800 344-OW pp❑pppp ATMOS ENERGY: 979 774-2506 A DL�C�p0O < A SUDDEN LINK COMMUNICATIONS: (979 595-24" OO�� VERIZON: (979 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE .D. + 6" INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. MIN, 2'-6 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT SQUARE 28-DAY CONCRETE STRENGTH a 3000 psi PLAN #4 BARS 12' O.C.E.W. O.D. + 6' MIN. SIDE WALLS 6" TOP do BOTTOM SLAB #4 BARS 6" O.C.E.W.� 6" SIDE WALLS TOP & BOTTOM SLAB SECTIONA A SINGLE GRATE INLET N.T.S. A A FLOW - + - MAIN LINE STD. CAST IRON MANHOLE COVER O.D. + 6' AND FRAME 30' MIN. 3 2B-DAY CONCRETE SQUARE STRENGTH 3000 psi PLAY O.D. + 8' MIN. #4 BARS 12' O.C.EW. 5' TOP & SIDE WALLS BOTTOM SLAB 3' MIN. EACH SIDE - 5" SIDE WALLS f44 BARS 6' O.C.EW. >r& BOTTOM SLAB SECTION A A JUNCTION BOX DETAIL N.T.S. CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR S REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE; ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED S. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. DRAINAGE NOTES. I. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PIPE. EXCEPT AS NOTED, SHUT BE HDPE. HDPE PIPE SHALL MEET AASHTO M294. TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE THIS INCLUDES THE PIPE MATERIAL AND FITTINGS. 4. AREA INLETS AND JUNCTION BOXES MAY BE CAS! N PEACE OR PRECAST CONCRETE ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. STRUCTURAL BACKFILL ARIAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN V OF PAVEMENT. S. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE CRY OF COLLEGE STATION" LOGO ON COVERS. 7, ALL STORM, SEWER IS PRIVATE.. STRUCTURAL I STRUCTURAL PAVEMENT BACKFILL BACKFILL STRUCTURE CLEAN. EXCAVATED MATERIAL I PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO CEO -TECHNICAL REPORT COMPACTED CEMENT STABI- LIZED SAND, 1)¢ SACK/CY, o°oo o PUGMILL ONLY. SPADE BY 0 0 0 0 o e LIFTS INTO PLACE, TO FILL 1I" MIN eoeQe ee000 ALL VOIDS AROUND PIPE 0 0 0 0 0 0 0 ove MANUALLY CONSOLIDATE AT ua oo OPTIMUM MOISTURE PIPE O.D. COMPACTED CEMENT STABI- (C MIN) o n o UZED SAND, 1P SACK/CY. PIPE LI�1LL ONLY. SPADC BY INTO PLACE. TO FILL O.D. ALL VOIDS AROUND PIPE THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT GRADED SO AS TO PROVIDE UNIFORM 12' MIN. OPTIMUM MOISTURE AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES BALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFILL. BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE NLT.S. 2"X4' WARE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC 6" MIN. DEPTH STONE VARIES FASTENED SECURELY H (ASTM D448, 3" TO T-POST dt WIRE MESH 5" DIAMETER) OVER Tp 1p0. 50. &1 1T-11" deg yes METAL T-POST B" OF FILTER FABRIC TO EXTEND GEOTEXTILE FABRICWITH SQUARE �:,` U AS REO'D. TO MAINTAIN. FOOTAGE. SPACED 6' APART WITH COMPACTED BACK FILL A SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF s HAY BALES TO BE SLOPE FOR SEDIMENT TO ACCUMULATE. � EXISTING STREET USED IN AREAS OF ALIGN FENCE ALONG SLOPE CONTOURS. DRAINAGE FLOW. UNIT LENGTH VARIES r Z NATURAL GROUND l ' DIRECTION OF no"' — GENERAL NOTES: 1i( 6" MIN. DRESS WITH ADDITIONAL 4. STONE AS NEEDED. 1. PRECAST SAFETY END TREATMENT FOR - f7 1 STONE 1S TO BE MAINTAINED e REINFORCED CONCRETE PIPE MAY BE USED. 4 "X4" MIN. TRENCH ` 4" f SO AS TO PREVENT CONSTRUCTION TRAFFIC — 2. MANUFACTURE OF THIS PRODUCT SHALL 20' GEOTEIC / FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. rn CONFORM TO REQUIREMENTS OF ITEM SUBGRADE 'MINIMUM 12' SHALL BE FULL PLAN SAFETY END TREATMENT' EXCEPT AS ►NOTED BELOW : SEMONA A WIDTH OF SITE ENTRANCE An 0. MINIMUM REINFORCING SHALL BE SILT FENCE ASSEMBLY CONSTRUCTION EXIT SILT CONTRO 9 ATWA ORA6 N.T.S 60)DEACH) N.T.S TOP FACE OF SAFETY END TREATMENT X 6 12 X W1 — X WIWIRE FABRIC. SLOPE ® b. CONCRETE FOR PRECAST (STEEL FLOW!!NE FORMED) SECTIONS SHALL BE O CLASS CWITH A MINIMUM COMPRESSIVE STRENGTH OF 3600. PSI O CONSTRUCTION NOTES: 8" 1. DIMENSION "D" IS BASED ON ASTM LONGITUDINAL ELEVATION C-76, CLASS Ill, WALL THICKNESS 'B". IF ANY OTHER WALL THICKNESS IS GRAVEL BAG USED, DIMENSION "0" MUST BE Ir ADJUSTED ACCORDINGLY. I* 2. SLOPE AS SHOWN ELSEWHERE N PLANS." " GRAVEL B INVERT #I ' Ii. KNIT I z .• PRECAST END 'a SECTION MAY ° TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT —LADEN RUNOFF. THE BE PRODUCED 1; PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. IGOT OR BE�t . END GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CO ...:•,. AS REQUIRED SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTAL E WITHOPTIONALJOINT THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. �'®!l/f��� /� ! SQUARE BOTTOM N7 BOTTOM * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4` OR LESS GRAVEL. llii /`1 (SHOWING JOINT BETWEEN RCP AND SECTION A A PRECAST SAFETY END TREATMENT) SLOPED END TREATMENT DETAIL N.T.S. I - 12S RATTLER'S AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5 LOT 1, BLOCK 1 -COLLEGE STATION, TX I-,0aJU14 STORM DRAIN INLET PROTECTION I N.T.S COLLEGE SSA ENGINEERIN & SEDIMENT 1 V CONTROL PLAN. I>.rrl�Awl� SCALE VERTICAL N/A HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 13-270 SHEET i NOTES: NOTES: NOTES: 0 Service idle, SS straps, CO threads ® Meter box valve: - " Q Service saddle, SS straps, CC threads ® Meter box valve: 10 Service saddle, SS straps, CC threads ©8wlve! nut- C36-66 2-875 - i-112" Installed r manufacturers 6 =Fob Angle StopBA13-342W -1 Installed per manufacturer's 5 = Ford Angle Shop - BA-13-444W Q -1" Installed per manufacturer's recommendations. All mein types; SA - Ford Straight Stop - 811-444W - i- recommendations. All main types: 5A = Ford Straight Stop - B11-444W -1" recommendations. All main types: Q Brass all thread I.P.S. -1-1/2" Smith Blair 817 © Smith Blair 817 Bross bushing IPS-1" x 314" 6 Meter nipple - C38-44-2-62S - i" Smith Blair 317 a Meter adapter - BBIM 66-1-112" © Corporation Stop: Ford FS 1000-4-Q - Y 2 Corporation Sto • Ford FS 1000.4.0 - i" O 0 p 7 Meter nipple - C98-23-2-B - 814" � � p•MeterQ Corporation Stop: Ford FB 1000-6-Q -1-ill" 3 Service Lubin T K co soil -1" O � " box and rid: Old Castle meter box, Q Meter box and lid: Old Cases meter O g• Type p Q Meter box and lid: Old Castle meter box, @ Service tubing: Type K copper- soft-1 CI lid with Reader#36 ® Service tubing: Type K copper- soft-1-112- box, CI lid with Reader #65 ® Ford male adapter- C84-44-Q-1" Cl lid with Reader 936 ® Ford male adapter- C84.44-0-1" ® Ford male adapter- CS4-66-Q-1-112" © rboxvalv S o Ford Angle teStop - BA-11-668W-1-112" CUSTOMER 6A - Ford Straight Stop- B11-666W-1-112" VALVE CUSTOMER g CUSTOMER VALVE VALVE r-CUSTOMER 3 VALVE CUSTOMEJ USTOMER VALVE � VALVE ji (ID\ I 7 CITY OF BRYAN CITY OF BRYAN CITY OF BRYAN n STRAIGHT OR ANGLE TAP - 3/4 STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR ANGLE TAP - 1-1/2" W6-00 W6-01 W6-02 NOTES: NOTES: Service saddle, SS straps, CC threads 07 Brass coupling I.P.S. - 2" Installed per manufacturer's 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. recommendations. All main types: Q Swivel nut - C38-77- 2" Smith Blair 817 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. METER SWIVEL NUT OR NIPPLE METER BOX Qg Meter adapter- BBIM 77- 2" Corporation Stop: Ford FB 1000-7-Q ®gam nipple I.P.S.- 2" x 3" ( thread)- S. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED ANGLE STOP ® Service tubing: Type K copper- cu - soft- 2" © Meter box and lid: Old Castle meter box, CI lid with Reader#65 WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. 1-112" BALL VALVE (FOR DOUBLE SERVICE ® Ford mate adapter-C84.77-Q-2" ® Meter box and lid. Old Castle 12" THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) p WATER MER ® Meter tax valve: round valve box #RT L 5- Ford Angle Stop - BA-11-777W- 2" 6A -Ford Straight Stop - B11-777W - 2" - - - - 4' MIN-- - - - - - © Brass nipple I.P.S. - 2" x 8- VI.EWA A 11 vA vTOM a DOLIBL,E SERVICE O METER NUT SIZE FORD PART NO. 814" x 2.6" Lon 038.2 2-6 A 1-112" BALL VALVE (FiO DOUBLE SERVICE CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 211 WATER SERVICE RECONNECTION W6-03 METER SWIVEL ) NUT OR NIPPLE 1" NUMEX SOR-9 200 PSI JIPE OR COPPER PIPE (2 FOR DOUBLE SERVICE) -1412" X 1" BRASS WYE (1 FOR DOUBLE SERV.) a SPECIAL CONDITIONS 1. METER REGISTER SHALL Be NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 8 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FiVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #S REBAR ON 12 INCH CENTERS WiTH A MINIMUM BASE THICKNESS OF 6INCHES. 4. SETSCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. S. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. S. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE Li - W1 H1 WEIGHT OMC-CS3 3" 8'68" 6'-0" W-6" 12,000 DMO.0S4 4" V4r V-0" V-r 12,000 DMC-CS8 8" 11'-0" 8'-0" 4'-g" 12.000 " FLG. COUPLING ADAPTER NRS GATE VALVE w1FLG. SPOOL c (TYP-2) NRS FLG GATE VALVE (TYP-2) MFG: PARK P. CO. ODEL: DMC-CS 1 APPROVED 3" OR LARGER COMPOUND METERS VAULTS_ & MATERIALS 4 ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) - SENSUS 02 OMNI FLG TEE APPROVED VAULTS - PPAI ji%DM0-BR AST CO TOUCH READ 1000 GALLON wISTRAINER (TYP-2)r+ NGRETE ACCESS AND EQUATE PLAN V . W DIMENSIONS FOR METER SELECTED CONCRETE LID W! 36"xe0" APPROVED MATERIALS - DUCTILE IRON PIPE WITH SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) MECHANICAL JOINT. SET SCREW WILL E RASED OR GALL M J DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS 4RAVED SUBMITTED MANAGE a WST AEER DIVISION ET.S, 2HHOURS PRIOR TO ANTICIMUD DEVIATION. GALVANIZED STEEL - �PE)SUPPORT 12" SQ SUMP W1 CAST IRON GRATE AND OPTIONAL DRAIN .ELEVAZZONVIEW CITY OF COLLEGE STATION METER VAULT ASSEMBLY WS-UU NOTES: NOTES: NOTES: 10 Service saddle, SS straps, CC threads Q ,Brass bushing IPS -1" x 3/4" Q Service saddle, SS straps, CC threads Meter nipple - C38-44-2-626 -1" 1Q Service saddle, SS straps, CC threads 6 Swivel nut- C88-SB-2-876-1-1/2" Installed per manufacturer's recommendations. Installed per manufacturer's All main types: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 - 3141, 8 Bail valve Installed per manufacturer's /Srecommendations. All main t�pas: recommendations. All main es: 7 Brass all thread I.P.S. -1.1/2" Ford S70 90 8 Ball valve Cambridge 800 Series or Ford 870/890 09 Meter box and lid: Old Castle meter box, Cambridge 800 Series or F S701890 8 Meter adapter - BBIM 66-1-112" U2 Corporation Stop: Ford FB 1000-4-1" @ Meter box and lid: Old Castle meter 2 Corporation Stop: Ford FB 1000.4-1- Cl lid with Reader 036 2 Corporation Stop: Ford F81000.8-1-112" �9 Meter box and lid: Old Castle meter 3 Service tubing:Type K copper soft-1" box, Cl lid with Reader #86 g' Type pp " 3 Service tubing: T " box, Cl box with Reader #66 YP PPe 3 Service le ad . T e K copper -soft - i ng: Type K copper - soft -1-112lid4 Ford male adapter - C84-44-1" 4 Ford male adapter- C84•+t4.-1" 4 Ford mate adapter- C84.66-1-112" ®�tl valve ® Meter box valve: 6 Meter box valve: 5 = Ford Angle Stop - BA13.842W -1" CUSTOMER 6 ■ Ford Angle Stop - SA-43-444W -1" CUSTOMER ® Meter box valve: 6A Ford Straight Stop - 811.444W -1" VALVE 6A -Ford Sfralght Stop - B11-444W -1" VALVE 5 - Ford Angle Stop - FV-43.866W - 4-112" CUSTOMER 5A -Ford Straight Stop - 611-666W -1 112" VALVE 9 CUSTOMER CUSTOMER VALVE VALVE CUBtOMER 9 VALVE 8 0 5 8 CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP-- 3 4'r II CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1 STRAIGHT OR ANGLE TAP - 1-1/211 W7-00 W7-01 FW-7-02 NOTES: NOTES: t�1 Service saddle, SS straps, CC threads 8 Swivel nut-C38-77-2' 2" METER SWIVEL NUT OR NIPPLE METER Installed per manufacturer's recommendations. 0 1 • ALL CONNECTIONS TO BE COMPRESSION TYPE. All main types: Cambridge 800 Sartes or t�9 Meter adapter - BSIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN BOX Ford S70IS90 ® Brass nipple I.P.S. - 2" x 3" APPROVED EQUAL. - ANGLE STOP Corporation Stop: Ford FB 100", (cc thread) - 2" � Meter box and lid: Old Castle meter $, ALL SERVICE WYES & EXTENSIONS ARE t0 BE „ Q z Service tubing: Type K copper- cu - soft- 2" box, Cl lid with Reader #06 INSTALLED WITH THE MAIN LINE CONSTRUCTION. `1`-112 BALL VALVE 3 - 4. EXISTING METER BOXES ARE TO BE REMOVED, SERVI°C°EONL r" ® Ford mate adapter- 084.77- 2 ®Meter box and Itd• Old Castle 12 � C round valve box A3RT THE NEW METER BOXES SHALL BE OLD CASTLE. WATER0METER 5 Meter box valve: 5=Ford Angle Stop -FV-43-777W-27 ® Ball valve -= SA = Ford Straight Stop - 811-777W - 2" 4! MIN.---- ' -' © Brass nipple I.P.B. - 2" x e" 70 Brass coupling I.P.S. - 2- VIEW A -A 31 t 1 VA VE MER DOUBLESUMICE O § 13 4 ®2 1 VALVE MER 1 13 _ V oc ANGLE STOP MAE'rNRR METER BOX . METER SWIVEL NUT OR NIPPLE A TYPE "K" COPPER PIPE IIA/2" BALL VALVE (2 FOR DOUBLE SERVICE) (_FOR DOUBLE SERVICE ONLY) 1-112"X 1"BRASS WYE CITY OF COLLEGE STATION `1 FOR DOUBLE SERV-' STRAIGHT OR ANGLE TAP - 2" CITY OF COLLEGE STATION WATER SERVICE RECONNECTION 7-U3 W7-04 METER NUT SIZE FORD PART NO. 314" x 2.6" Lon 038-23-2-6 W41" x 8" Long C38-23-3 SW x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long 038.44.8-5 1-112" Meter NI Is 036416-2-876 1-112"Meter Bushing BBIM-66 2" Meter Nipple 038-77 2" Meter Bushing BBIM-77 yr z a w CITY OF BRYAN Tlie Good Lde, Tars S131e." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 2 OF 2 CROSS SLOPE NOTES: 2% MIN. 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B1CS UNIFIED DESIGN GUIDELINES. CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS SIDEWALK @ 4W O.C..CONTRACTION JOINTS Q 4' Q.C. CROSS SLOPE 2V6 to 4% 2Y° MAX., �° MIN' S. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #8 x 12" BARS @ 12" O.C. OR #4 x 12" BARS Q 18" O:C. PAVEMENT CURB 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98%OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BYTAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. 8' TYP. SEAL WITH EXPANSION NOTE: JOINT MATERIAL SMOOTH DOWEL BAR THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 114" R 1/2"H X 18" 12" O.C. Q REQUIREMENTS- BERMS MAYBE REQUIRED (COATED WITH HEAVY OUTSIDE OF THE SIDEWALK 814" GREASE) w �` • - » ! ^^ �j4'" s-2°A MAX. I * ' . • ' •mew y a * RECYCLED MATERIAL, 112" ;:•,:,;:•`.'. + • r e� + * 4rye • THICK AS MANUFACTURED SEE NOTE 4 �Ip BY J.D. RUSSELL CO. OR Z3-ONG METAL OR PLASTIC CAP INSIDE * • * • ''► , e '� ` APPROVED EQUAL DIAMETER TO BE 1116" GREATER'r1'HAN DIAMETER OF DOWEL BAR. CAP MUST �b •''t w #8 BARS (� 12" O.C.E.W. OR 28-DAY CONCRETE * BE LONG ENOUGH TO COVER 2" OF 4` * * ::. •. • • ' . DOWEL AND HAVE STOP SO END OF #4 BARS 0 18" O.C.E.W. STRENGTH = 3000 PSI " CAP IS 1" FROM END OF BAR. (4" THICK MIN. ` W ` PER TAB SEE FINISH NOTE STANDARDS ALONG LOCAL STREETS SIDEWALK EXPANSION SIDEWALK SLOPE REQUIREMENTS & CONSTRUCTION JOINT Fs-oo � 4"x4"x3Jig" STRUCTURAL STEEL TUBING T-0"• MIN 8•-0• AR1ES-►l 8' O.C. MAXIMUM 8. O.C. MAXIMUM 12" O.C. SAWED FORMED, 118" TO 9118 SEAL WITTHH EXPANSION ' JOINT MATERIAL, MIN. t-- 2%/o MAX. 5 8/8" R 1 SEE NOTE 4 aDn - .. " du I-4 #3 BARS @ 12" O.C.E.W. OR 28.OAY CONCGTH a RETE #4 BARS 0 1S" O.C.E.W. 848ETHE F'NN S NOTE 00 PSI 6 O•c• SIDEWALK CONTRACTION JOINT 4"x2"x3N 6" STRUCTURAL STEEL TUBING STEELTUBING 9116" STRUCTURAL 1"x1"x3Ns" STRUCTURAL STEELTUBING ALONG MINOR COLLECTORS STEEL SEE CONNECTION DETAIL MIN 8" SWO At.SI. JOIN 1PfTTS A�T LARGER 4" MAX 24" CONC. SIDEWALK v`� 8" 3-112" TYPICAL PEDESTRIAN . 'ti= ,"DIA. BOLT GUARDI�►AIL CONAECTIONDE, TAIL , •• • • •• ACCEPTABLE ' 4 n ► • • _ • . ° ' • TRAFFIC RATED 8'-0" VARIES -A, SW1-01 ♦ • v • • ' PAVER MATERIAL i 6„ .e-- 2% MAX. 1 GENERAL NOTES: : i" MAX. SAND LAYING COURSE SEE NOTE 4 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE 3 SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ACCEPTABLE ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. TRAFFIC RATED 20-DAY CONCRETE BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. PAVER MATERIAL #3 BAR$ 0 12" O.C.E.W. OR (S(TRENGTH = S000 PSI #4 BARS 018- O.C.E.W. SE FINISH NOTE APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS SIDEWALK PAVER SECTION BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED:BY CONTRACTOR. ALONG MINOR vl OR COT .i FO RS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. AND LARGER BALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN `� + d).lr D ACCORDANCE wITHTxDOTSTANDARDS CONCRETE SIDEWALK REFER TO SPEC 311T23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS CROSSWALK MARKINGS, AND CROSSWALK MARKINGS AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS S'IiALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN • THE PLANS. THE PLANS. **VARIES 4 VARIES 8• 'I' ,), GREEN SPACE LAG ` •► ' SIDEWALK +' ► �'ggCjG ..'. ..'. 9'Qi�.�,p 8' �; ►' 'pigs DETECTABLE WARNING e' • SIDEWALK;•' 6 - SURFACE SWI-02 AH GRATE 4CE OR API iL go. 4 BARS MYNA M M „ DETECTABLE (TYp) VARIES PROPERTY LINE ! — SURFACE PROPERTY LINE TRENCH GRATE MAY ONLY BE FROM THE WITH ENGINEEPRPANDAL aa' 'G� S 1' �sC �O' • ..: ER STORM THERE SYSSTEM AVAILABLE ""23' (10' CURB RADWS_) Cy9,� : ' • ; 1" 'S.y,�� ., :: ; •, 21 5' (20' CURB WRNS) w i 6.5' (25' CURB RADIUS �P �, O j CROSS SLOPE NOT TO EXCEED v` 28• (i0' CURB RADIUS) q s 2°/% OR BE LESS THAN i O q 21 5' (20' CURB RADIUS) y " 2%ORO %A N ANY M 16.W (25' CURB RADIUS PORTION F RAMP OR TRANSITION 0 . TO STREET :•: CROSS SLOPE NOT TO EXCEED •. • •s . r' :.. = 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION ' *� .• • ' TO STREET e' 5' S' Isomeoic View 5'/6SIDEWALK. AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE SW3-00 SW3-01 SW3-02 * CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1 % ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET TO STREET • G��tr �� a�P� lqC '1• 1• V �► 1• PROPERTY PROPERTYPROPERTY LINE DETECTABLE LINE . DETECTABLE LINE DETECTABLE WARNING WARNING WARNING SURFACE SURFACER SURFACE 1 8' SIDEWALK 1 V 1 F i1 i 1 V � i• � 6' SIDEWALK ? RAMP* i RpM�t Z RAMP* ��LK g �i V SIDEWALK io SLOPE @ SLOPE i Si 102 ►- SLOPs MAX. 3, EXPANSION JT. & v EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, 112" DIA. X i6", EXPANSION JT. & CA DIA. X IS", WITH WITH CAP 12" O.C. CAP (T 12" O.C. 0BACK-' GURB SMOOTH DOWEL 78" WI�TIiR' OF CURB 8' MIN. (COATEDASE) WIHEAVY OF URB e' MIN. GREASE) W11iEAVY 6' MIN. (CAP 0 12" O.C. H GREA�SEv) WIHEAVY 8' SIDEWALK AMBULATORY RAMP 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 I =W3-041SW3-05 CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES DETECTABLE CROSSWALK MARKINGS ARE IMPORTANTTRAFFIc GENERAL NOTES: GENERAL NOTES: z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1, �.I RLO�'Ea eQF MAXIMUM ei LOWARl THE LEAST 'a 0 FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY iiw LANDING WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE w>w MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS LTAS�. THE SURFACE MUST OF APPROACH SIDEWALKS AS DIRECTED. w a CROSSWALKS MARKED' HOWEVER TYPICALLY CONTRAST VISUALLY WITH ADJOINING SURFACES, COLLECTOR AND ARTERIAL STREETS 00. AS STATED INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM N : �1X 4' MAX. IN THE TMUTCD AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENTTO 2°G. SLOPE IN ANY DIRECTION. z AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE o LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS - SHALL BE A MINIMUM OF V X 4' WHOLLY CONTAINED WITHIN N 2. DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL - THE CITY OF BRYAWS PREFERENCE FOR MARKING RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" lsl STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND � PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6"MIN. FACE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES AND OTHER HIGH 4. SHADED AREAS ON SHEETS SAND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS f RE LONGITUDINAL `(OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS ESE PREFERENCES WILL BE ALLOWED ONLY WITH PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE TH TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. S. DETECTABLE WARNING SURFACES SHALL SEA MINIMUM OF THE SIDE APPROACH 18 SUBSTANTIALLY OBSTRUCTED. 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. SURFACE. ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR WIDE AND 8 FEET IN LENGTH SPACED 484NCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE $W pp OF TWO 124WIDE LINES SEPARATED BY a FEET FOUND W THE CURRENT EDITION OF THE TEXAS �+-0Q OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT 8• DETECTA13LE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAB) AND 16 TAO 68.102. THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION 8" AND A MAXIMUM OF 10"FROM THE EXTENSION OF THE T. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN FOR TYPE ! MARKINGS UNLESS OTHERWISE APPROVED a BY THE CITY ENGINEER. FACE OF CURB. DETECTABLE WARNING SURFACES MAYBE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE z LANDING CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSBELE PASSAGE OVER OR 2 ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED THROUGH THEM. 0 CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, S. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND w>w AND CONCRETE STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE Us CROSSWALKS WITH BRICK PAVERS STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK 9LI-0 I STAMPED CONCRETE, ETC. SHALL XLSO REQUIRE DETECTABLE WARNING SURFACE RETRO-REFLECTIVE, THERMOPLAS710 TRANSVERSE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE DOMES TO RUN PARALLEL TO STRIPING. ALIGNED WITH THEORETICAL CROSSWALKS, OR AS " PEDESTRIAN TRAVEL) DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND SUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. e S'l 0 4 si: 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE �? z QS '• : SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES .:: (TYP.) (PENETRATES) A CURB. ���iii 11_ SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. S MAX FARBOF 12. PROVDECONNECTT MOOTHTT SITIONWHERE THE CURB RAMPS TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG 'YARNING SURFACE: ON SLOPING RAMP RUN CURB LINE. - SW2-01 �—•-� GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL O REQUIREMENTS OF ABTM 0A38, C-88, LAY IN A TWO BY TWO 2-WI: �- UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT iidg 0 LANDING O O O O oDETECTABLE WARNING PAVER UNITS USING A POWER SAW.0 0:4"� O O O O E�," �w LANOI V a.o NO.3 REBAR AROUND PAVER INSET PAVER WITH TRUNCATED PAVER WITH TRUNCATED a D s SCTABIds 4" MAX DOME SURFACE DETECTABLE WARNING PAVER WITH aw. �_ WARNING PA Fri, AND usu EXPatVsloN JOINT TRUNCATED DOME SURFACE. o. �---- AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO 4-k-aL A SIDE FLARE SIDE FLAREAPPLICABLE SPECIFICATIONS �O5100 SLOPE (TYP.) fryP) CONTROLJOINT PERMISSIBLE N MAX. (TYPICALNO ) •m.a, ,,,. FACE OF g•- 4FACE OF CURB MIN. 4" (TYPICAL) W RAMP WIDTH (TYPICAL) CURB No, 8( MREBAR AT (TYPICAL} TRUNCATED DOME PATTERN BOTIi wd�r°sN-CENTER 7T CLASS A CONCRETE • SHALL CONFORM TYPICAL AMB V lATORY RAMP M CURB RAMP TO APPLICABLE SPECIFICATIONS Fl,kP" WINGS DETECTABLE WARNING PAVER SECHONA-A Q SW2-02 SW2-03 con con Z O V U O CITY OF BRYAN 72re GoodLife, ?etav,Fole." ORAWN 8Y: C.L.M. DATE. 08-01-'12 SCALE: N T S APPROVED: W. P. K. FIGUREvs w SHEET 1 OF 1 "V , �AE E—r 20 10 0 20 SCALE IN FEET 5.5 292 \ r f II 293 W� i �•—� 15' WELLBORN SUD 40' PUBLIC WATER LINE EASEMENT ACCESS EASEMENT 3845/278 D(IsTNG 11762/292 WSJ -BORN SLID 16' WATER LINE / } STANCURB 0.037 ACRE \� { RIGHT—OF—WAY DEDICATION A_ 1 1/47R :1:328 LF SAWCUT---'-- & REMOVE EXISTING CONCRETE STOP BAR 24' WIDTI+ (TMUTCD SECT. 38. 16) *1946 $F EXISTING CONCRETE 8 NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. _ 14 BARS 0 = 3/e X 18" SMOOTH EXPANSION DOWELS JRB DETAIL rs. � GAS / _ s GA I GAs / \ �GAS GAS / f rp \ GA� J / PROPOSED 10' TURN LANE-j � -. {;• .'� . 150' STORAGE r9 100' TAPER LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 47 SPACES PERIPHERAL PARKING: 31 SPACES INTERIOR PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 192 SF INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL INTERIOR ISLAND ISLAND AREA ISLAND AREA AREA S.F. REQUIRED S.F. PROVIDED S.F. 1 562 300 222 2 257 ISO 77 3 322 IN 142 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 441 SF (192 SF REQUIRED) AND EXISTING STREET UGHT ELECTRICAL SERVICE TO BE RELOCATED TO BEHIND THE SIDEWALK GLENS p R4,•O. SS,* • � (;ram ' 1 -- ..,_ � y GAS ` \ •` " -� — \ \ ` 1 ) / / \ EXISTING CURB & GUTTER TO BE REMOVED 1 NG GAS ES ` _ ~ ~ ` -- ~ _ \ \ )111 11 l �`u) \ \ \ \ MATCH FL OF 1 } 11 1 \ \ EXISTING GUTTER I \ } \ } L \ \ 1 ) EXISTING PVMT.-,, 1 1 / / / EXISTING BASE- \ '�� � � � �, � "—�••� `�' / '� ` r S N 9' PARKING SPAX� \ ' � ` \ r*I \ \\\ 16 \\ \\ \ \\ \ \ \ti9\� / J I / i \� / * MAINTAIN 27. MAX CROSS SLOPE \/295 av / /' / / \\\ \,� ` 25' MIN. R. NATO \\\ \\TE DRIVE THRUI PARKING , 1 \ / /le VES\ \ LOT STRIPE / \ \\ \\ \ \! EWALK '- .. `"'_ d1 W/STANDARD CURB ......... .. ....... DEVEN L DOYEN .......................... 109835 FIRM 12327v21 SCHULTZ ENGINEERING, LL NEAT SAW CUT { { EXISTING CITY H 8' SEWER LINE \ r i .•� S � II � I `\ \ \ 20' PUE d- \ \ { N I 5876/292 \ icp I l\\ \} 1 } cp � 1 20' PUE '52f292 URBDARD B' CONCRETE PAVEMENT / CIDJ. \ } T \ \ l , WATER UWNE EASEMENTT 3645/278 % 1 ' N 1 { of ' A.rl 2W PRIVATE CROSS \ \ ACCESS EASEMENT \, a7•\ \\ I I - 12S RATTLER'S AT CAPROCK CROSSING GRADING ,maUCT10N NOTES! TYPE "D" EXPANSION JOINT. I. FILL MATERIAL USED TO ACHIEVE OWE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET — KEEP 8' RISE TO " RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 987E OF THE MAXIMUM DRY DENSITY AS PROPERTY UELEV = TC . ELEVE. + 3/ NE DETERMINED BY THE STANDARD PROCTOR TEST, (ASTIM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4X ABOVE THE OPTIMUM MOISTURE CONTENT AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 959 OF THE MAXIMUM DRY DENSITY. 3' s 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALT. NOT EXCEED 1V.12H. E.— •E— '� ^ 6N 4. THE TOPOGRAPHY SHOWN IN FROM FIELD SURVEY DATA. 3" RISE DRIVEWAY A RON SHALL BE 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALIC. __��__ MIN. 6" (28-DAY CONCRETE 6. THE CONTRACTOR SHALL. FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS STRENGTH = 3500, PSI W 4 / TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING DEFORMED TIE BAR BARS ® 18" O.C.E.W. ASPHALT GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR UNES SHOWN ARE APPROXIMATE ONLY, THE DESIGN OWE SPOT ELEVATIONS SHOULD 13E USED FOR. CONSTRUCTION OF THE SITE WORK. 4 X 18" O.C. APRONS W/O CURB & GUTTER 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE It ON ALL DISTURBED AREAS. ALL # FOR TYING NEW SHALL BE ALLOWED ON OPEN PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SWILL RECEIVE 6" CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. SAW LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. CONCRETE PVMT. ONLY. S. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. SECTION A A 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PA) AREA A T'R'E "G" EXPANSION JOINT 10. THE SELECT FILL PAD FOR THE BUILDING FOUNDATION SHAD. BE CONSTRUCTED IN ACCORDANCE WITH EXPANSION A f —T NEAT JOINT SAW CUT COMMERCIAL DRIVEWAY DETAIL N.TA MARK LOCATION WITH GALVANIZED CARRIAGE BOLT V X 2" CAPR0CK CROSSING PHASE 5 LOT I., BLOCK I -- COLLEGE STATION, TX 4 EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS THE 10WILCHNICAL REPORT. 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE SACKMUED WITH PROPERLY PROPERTY LINE COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURF,ApCE WATER. A CLAY 'PLUG* SHOULD BE PROVIDED N THE TRENCH ON THE EXTERIOR OF THE BUILD TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE. BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS. AND A MINIMUM OF TWO FEET THICK. 12. REFER TO THE GEOTEX2INICAL REPORT FOR DETAILED SPEX2FICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS. M. RETURN CURB TO HAVE PAVEMENT CONSTRUCTION NOTES! A ROLL FACE DIMINISHING AT RADIUS POINT. 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM AMBULATORY SHALL. RAMP PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT BE 25 PERCENT BY WEIGHT. SLOPE a 1: 12 MAX 2. REMNFQRdNQ STEEL, SHALL 8E QRAOE, 00 (60.QQQ PSI). 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOUS BENEATH THE PAVEMENT SHALL BE LIME STABIU7.F>b TO A MINIMUM DEPTH OF 8' AT A RATE OF APPROUXIMATELY BX OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZED SOIL SHAD. BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF IIZ4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED NEAT IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT). STANDARD SPECIFICATIONS FOR CON57RC71ON OF HIGHWAYS, STREETS. AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL SAW CUT BE COMPACTED TO A DENSITY OF. AT LEAST SOX OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4X ABOVE OPTIMUM MOISTURE CONTENT. THE UME USED TO STABILIZE THE SOIL SHALL MEET THE REQWREMENTS OF TXDOT ITEM 264, 'UME AND UME SLURRY". THE UME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12' OUTSIDE THE PAVEMENT. -EXISTING CURB & GUTTER TO BE REMOVED - REPLACE STREET 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". SURFACING AS NEEDED ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. S. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHAD. MEET THE REQUIREMENTS OF TXDOT ITEM 526. SIDEWALK OR PATH 7. ALL ADA RAMPS WILL HAVE MALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH WHERE APPLICABLE OF THE RAMP WITHIN THE PROJECT SITE, RAMPS ON THE PUBUC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREDME NM INSTALL BOLT IN B, MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND PAVEMENT. WALK 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADIE, PAVEMENT. FOUNDATIONS, ETC. d d 10. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TXDOT STANDARD d SPECIFICATION ITEM 668. TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) 3" SCH 40 PVC PIPE 12" BELOW TOP OF +NOTE GRADE TYP. PVC SLEEVES UNDER PAVEMENT PVC SLEEVE SECTIONS SHALL BE 18" BELOW V T.S. THE TOP OF PAEMENT. REVIEW FOf" R COMPLIANCE CE APR © 8 201 COLLEGE ST � N RiN 1Ir R SEAL 07H JOINT MATERAL B" MIN. METAL KEY WAY PLATE OFfORMM 11E BARS /4 x sr. Ir O.C. TYPE "D" LONGITUDINALJOINT — •--�— — STING CONTOUR EXISTING PROPOSED CONTOUR PROPERTY BOUNDARY EDGE OF PAVEMENT — -- — — — EXISTING EASEMENT PROPOSED P.U.E. -- SETBACK S-6 PROPOSED SANITARY SEWER LINE PROPOSED WATER UNE ST PROPOSED STORM SEWER UNE AE OVERHEAD ELECTRIC '. • '.7 .EXISTING SIDEWALX IRRIGATION SLEEVES PROPOSED BUILDING : PROPOSED SIDEWALK - 3 FLOW DIRECTION PROPOSED 5' PAVEMENT PROPOSED 6' PAVEMENT PROPOSED 8' PAVEMENT' AE OVERHEAD ELECTRIC UNE FIRE LANE ACCESSIBLE ROUTE TRANSVERSE AtWORCEYFNT= #4 BARS AT W F TOM 70 F 'r JOINT LONGITUDINAL JOINTS SMALL BE REQUIRED, ONLY ON THE L LONGITUDINAL RENIMCIyp,T; 12W MU12W MAx12W NE MA%1 CEN70UME OF 7PAWMENT t IN INTERSECTIONS AS OETAIM j�{ TARS AT THE 1IFRARS AT EVERT INTERSECIIQI 'FALL BE m NOD= TAJVGFiVTS8G770iVS TYPICAL JOINT & REINFORCEMENT LAYOUT SEAL Wro.A►SION "IT MATS �,H WmL BAR FOR CONCRETE PAVEMENT 3/ra x ,B r 0A 1/4" R -y 1�- s 47 (roATEo rMuw aaAsaf '11,• I-s RECYCLED MATEAAL 3/4• WHO METAL OR PIASTIC CAP. t-7 7HICI AS YANUPACN 3/r , THAN aMETER 10 /E 1/IB• GREATER BY J.D. RussEu co. OR r APPROVED EQUAL MUST BE MUST DIAMETER = CP 001vF1 TAR GIP REINFORCING BARS * � ENOUGH COVER OF METAL KEY WAY PLATE CAP 13 1• FROM 7HE END OF BM. •CONCRETE PAVEMENT •TYPE "G" ` = ` .. ;' ° Y =—. EXPANSION & CONSTRUCTION JOINT DIPAHSTON JOINTS AS SHIRR AEA AT BAN . • r . f'T X VAMIES EACH RADIUS POW CURB DIPANSOH 70 BE SPACED AT 4W INTERVALS ! ALL RAMS POINTS, P.C.S, P.T.'S, ! OPPOSITE PX% JOINTS SNAIL BE AT SO' CENI= Ally t ON ALL HOI4ONTAL t VERTICAL CURVES "m 'B• JOINT CONTROL JOINTS MALL BE AT 10' CEN70M TYPE b•JOIN7 LONGITUDINAL Jr. O IA'• 10 CHORD OF RADRIS (TIT.) `--6" UME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH - 3500 PSI) * 8" PAVEMENT - #5 REBAR ® 12" O.C.E.W. 6" PAVEMENT -- #4 REBAR ® 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR ® 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.TS. SAWED OR FORMED. SEAL TRIM JOINT MATERIAL SEALING NOT REDID IN CURBS. 3/r R 1-1/B' TO 3Ar 3/r VIC TT ; —Br' MIN. f4 BARS. IB• RF6W. TYPE "B" CONTRACTION JOINT TRANSVERSE JOINTS SHALL BE SPACED It CENTER TO CENTER PA VEMENT PLAN TYPE •O• JOINT AT ALL RADIUS POINTS AND MAX aSTMTJi OF 3OW ON TANDEM BALE OF CURB 1C TYPE v JOINT `TYPE b• JOINT TYPE 'D• JOINT AT FUTURE EXTENSION OR AT PROP. wow (T14.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION SCALE VERTICAL N/A HORIZONTAL 1 "=201 PLOTTING SCALE: 1:1 FILE NAME: 13-270 SIMON SHEET MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" � � 1 SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK d d • Y4(? °l �kI,jr� ` \ 19 s1$ \y \ \ \ \ \ \ \ \ \ \ EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF EXISTING GUTTER EXISTING PVMT.-\ EXISTING BASE SCALE IN FEET " \\�j� 12,E s_8 EXTEND END 18 \ \ \��\�� VEERANI LLC BEYOND CONCRETE AND TAPE BOTH ENDS CASTLEGATE BUSINESS S-8 \ \ \ CENTER \ \ \ _ BLOCK 1, LOT, 1 3.61 ACRES \ \ ORgr 3" SCH 40 PVC PIPE 10865/036 " ZONED GC ?e? 12 BELOW TOP OF ay3 N GRADE TYP. *DOTE: 8 PVC SLEEVE PVC SLEEVES UNDER PAVEMENT SECTIONS SHALL BE 18" BELOW N.r.S. THE TOP OF PAVEMENT. ` \ / / CITY OF COLLEGE EXISTING STATION \� k 1 / 8" SEWER LINE MAINTAIN SEMINOLE MAX CROSS 20' SLOPE N/F \ PIPELINE EA�MENT / -OV3 9 ACRU.CES \ 1022/007 1\ /l \ 1 I 25' MIN. R. 036 NOTE PLATTED ` ZONED GC . i � Wo�srANDARD j T- i SIDEWALK--�..�� STING GAO "_�'A{'_' _ (;Ars-- \ \ / / GAS LINES I 29 i NEAT _~-GAS_ GA t - SAW CUT A -294----------- - - -�_ �"� S GAS `t� 1 GAS GAS/ I VARIES NOTES: SITE SPECIFII; NOTES: 12" " i. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT PROPERTY TYPE "D" EXPANSION JOINT. 1. THE SIGN SHALL BE 12 IS LOT 1. BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GC. KEEP 6" RISE To ELEV = T C ELEVE. + 3" WIDE BY 18 IN HEIGHT PROPERTY LINE / AND BE MOUNTED IN 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 2.11 ACRES (92,073 SF). THE LOCATION SHOWN. 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS do DRAINAGE 2. SIGN SHALL BE PAINTED' 3'... ` ON WHITE BACKGROUND WITH SYMBOLS, LETTERS. 4• LANDSCAPING AND IRRIGATION DESIGN AI ANALYSES WILL BE PROVIDED ON THE LANDSCAPE dt 1 - D�IC>NATI� AND BORDER IN RED IRRIGATION PLANS. j 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. PAFibdCi 3. SIGN SHALL COMPLY WITH THE CoCS FIREONLY 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. t3r- DRIVEWAY APRON SHALL BE SERVICE STANDARDS. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPUUN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 6"(28-DAY CONCRETE 480083. PANEL NOS. 032SE, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16. 2012. STRENGTH = 3500 PSI) W/ 4 NEW a ALL RADiI AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. BARS NS 18'W/ O.C.E.W. ASPHALT TIE BAR APRONS W/0 CURB &GUTTER TOW -AWAY ZONE 9. ALL PAVEMENT SHALL BE CONCIRETE REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 4 X 18" O.C. If FOR TYING NEW SHALL BE ALLOWED ON OPEN 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM smM ETC.) SHOWN ARE CONCRETE TO EXISTING DITCHED STREET SECTIONS ONLY. TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY At INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS CONCRETE PVMT. ONLY. MAY NOT REPRESENT AS -BUILT CONDITIONS. SECTION A -A It PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. FIRE LANE SIGN DETAIL N.T.S. 12• ALL STORM SEWER IS PRWATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL A -,ter "G" EXPANSION JOINT NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. FIRE LANE MARKINU 13. AARPEAO. TION OF THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH PROPERTY LINE (4") WHITE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE-. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN 14. THEMINIMUM REQUIRED FIRE FLAW FOR A COMMERCIAL BUILDING IBC TYPE RB OF 6.600 SF IS - FEET APART. 1,730 VALLONS PER MINUTE ONE FIRE HYDRANTS ARE REQ1JRM TWO PROPOSED HYDRANTS WILL BE INSTALLED FOR COVERAGE THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (IS-) IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH I& BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE DEVELOPMENT ORDINANCE ETURN CURB TO HAVE INCHES (12' WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (6') HIGH STATING _TOW 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW or ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUSUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT ROLL FACE DIMINISHING -AWAY ZONE'. SUCH SIGNS SHALL BE PAINTER ED ON A WHiTE WITHIN 150' OF THE SUBJECT LOT. MEASURED FROM A POINT 5 FEET ABOVE GRADE SUCH T RADIUS POINT. r�,�---'AMBULATORY BACKGROUND WiTH SYMBOLS. LETTAND BORDER IN RED. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR RENEW PURPOSES UNIFIED APPEARANCE RAMP LOPE - 1.12 MAX ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY' 17. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL BE 12 x 12 NOT INCLUDING ANY BOLLARDS. IF THE DUMPSI ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT 1' THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE IS. ANY EXPOSED CONCRETE OVER 6' iN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK - RESERVED 12'x18" REFLECTIVE FINISH METAL SIGN LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR. INCLUDING NEAT PARKING THE DETENTION POND OUTLET STRUCTURE - SAW CUT S. a 19. DUMPSiM GATE SHALL. OPEN 180 DEGREES. A 6' CLEARANCE FOR CURB SHALL BE PROVIDED. 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 1`�`tL �7J a7V1.V�F+ Rle F PRIVATE SEWER / -�i TYPE "G" I \-EXISTING CURB & GUTTER TO 3' 12'x9' REFLECTIVE FINISH METAL SIGN 21. FOR PURPOSES OF 61GNAGE, ACCESS AND NRA BLOCK 1, LOT 1 OF CAPROCK CROSSING PHASE 5 /-TO REMAINDER / 1� EXPANSION A .1-i NEATJ BE REMOVED - REPLACE STREET IS CONSIDERED A BUILDING PLOT JOINT SURFACING AS NEEDED s' 22. ALL ACTIVITIES EXCEPT HOSE ASSOCIATED WiTH FUEL PUMPING MUST BE CONDO C7 ` `a•-�� 25' FRONT SAW CUT 8 SETBACK � -� ` �•.,� 2W,PUE ( COMMERCIAL DRIVEWAY DETAIL 1 15' SIDE STREET `- SETBACK 10 PUE LIMITS OF DISTURBANCE 11752/292 N.T.S. 11752/292 15'R SETBACK 1 `�` / -"• qF t f I 1 j / ?1 WITH TALL I I II I �` \ STING / L1� IIIR� �, LOT 1 �\ �' 4T �;o,FENCE N` ` l �I I I t ` CITY OF COLLEGE STATION r- - - - - - - - - - - - -294- - - - - _ - - _ -EXISTING BLOCK 1 / ► �_ 9 ` VARIABLE I } ) 8" SEWER LINE i 293 WELLBOON SUD A �fTf / 1. M+ WIDTH PUE c I I I ti ` - - - _. -293-- - - r292 16" WATER LINE- - 2./ / / ACRES - +o ` � "w 11752/292 t-- "�_ ^-- m - - -- 2----- 9• - ` 29 III I j \ � `� r 293 cti � ` ` _ "S T - S S ��. ST ST - ? m I f rSx / -• -- _ 1•v. �- �- �\ ry,°� ; r '3"Lp ? g ? T - S ` F ��\ _-•292-_2s2 _ -293 __ ARMIyG`Sp =3 o - 14•` ` �291� UNTS OF A. `'�S`F .� W W-16 - W-i 6 1- W-16 ! \ - -- , Act; -- `� DiSTURBA_NCE - r� W P a W-16 -�_ `A- -N `� ry > �-291-'. -� . �.;:•t t ,6 ! ,•� J 1 ` _�, ��•• PARkttYG - ���c'r3" �� \ �i ��-' �-- �•� 2-3" IRRIGA710N SPACeS ~may, y D`^i4 ;` 25' FRONT ~ SLEEVES N 29q N w` �i�: ' \ 59 �OS.v 1� A£ A SETBACK ` ® Pj ^ +�. O O- E +.2••,�� Si 15' WELLBORN SUD I I� p 0 �'1 WATER LINE EASEMENT I ` ACCESS EASEMENT • .. `'^� \ \ \ / ` am +�v h PARKA 3 11752/292 1 / i -�t�,r \ � ® I 322 SF , � `_. N/F 3 6 `C4?�. \ \ R� ft$ \ BRAZOS TEXAS LAND N1.4st �T�,- •„ DEVELOPMENT, LLC ct' y.� 6 RESTAURANT GREENS PRAIRIE CENTER �k.?. \ \ 0.037 ACRE 24� W/DRIVE-THRU h R2s' m f f� PHASE 1 EXISTING �"'v4;� RIGHT-OF-WAY \ n 1 1 f BLOCK 1, LOT i ' DRIVEWAY �? "�•l•. , DEDICATION 3- -� -- --295 - -' ` ,� N N f 1.70 ACRE TRACT 11752/292 -` Jf 1U I - o Ily�� i _ f f / ZONED GC \\ Y , REVIEWED R Q� ' s I ' / Vto . ONR LANCE c y' + ,�\'+ \ \ \ �2' a ? 4 ADA SIGN �i \PROPOSED FIRE \® a \ / HYDRANT f \ t R) / Ng RE j j PROPOSED CONVEC BUILDING SEWER sERVICE I tl i 1 APR 0 9 2014 1 STORY I I I �� �20' PUE tit-, -{ \ / 6s s. FF - 296.5 0° 5876/292 - / omi l L/�.jLt.f✓i:IL v Aril TUN ��-��'"� TOTAL - 6 600 SF SIDEWALK STEEL REINFORCING BARS * CONCRETE PAVEMENT / EMOVE CURB 1 THRU RAMP TYPE "D" LONGITUDINAL JOINT __r \ i \ 24' MAX HEIGHT r 2os• I 1 ` ' /" \ `� DEVELOPMENT S C - -296 a�$. WHEEL STOPS I PLAT FILED: M1 IACCESSIBLE 2-3" IRRIG TION ROUTE SLEEVES i RAac-'! ► i ova �' co 3.R _ w \ �ccE PRIVATE F ECROW \ I / / \ t RETAIL \ I 3'R t/4'R ` \ 11870/204 SAID i \ {f I f I 1 1 ♦ PROPOSED 582 SF �• � 96 R20' 6' SIDEWALK 'o �• Rr g� \ � EXISTING CURB d:-' SIDEWALK TO BE REMOVED FOR PROPOSED TURN LANE �� \\ PROPOSED } r. IV RIGHT TURN :25' FRONT DECEL LANE SETBACK I i �6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) .±; ".;;w\ :• .�,. �•- . �:a•,+,.\ � EXISTING !�, 7' PUE dt * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN T } �\ WELLBORN SUD " PUBUC ACCESS (28 DAY STRENGTH = 3500 PSI)+;~�` 3" WATER LINE EASEMENT.' " " 11752/292 - * 8 PAVEMENT - REBAR ® 12 O.C.E.W. �'z ft� � � 2 92 IaasnNc ucHr POLE � * 6" PAVEMENT - #4 REBAR ®18" O.C.E.W. "��' E\ EI�GCCAR� FOR ACCEssI * 5" PAVEMENT - #4 REBAR ® 18" O.C.E.W.`;' PROPOSED TURN LANE ROUTE * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION DRIVEWAY �y NT.S DRIVEWAY INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND 1/ ISLAND AREA INTERIOR AREA S.F. REQUIRED SF. ISLAND AREA PROVIDED S.F. 1 582 3S0 Z22 2 257 ISO 77 3 322 180 142 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED • 441 SF (192 SF REQUIRED) LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 47 SPACES PERIPHERAL PARKING: 31 SPACES INTERIOR PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 192 SF N/F BRAZOS TEXAS LAND DEVELOPMENT LLC 19.466 ACRES 8813/126 ZONED R NOT PLATTED 1 ACCESS EASEMENT VOLUME & PAGE DLD 3 11 14 MARK REVISION BY DATE 3" 3" 2' `V PARKING 20' PUE 1 f (I / IS5L7ANDD 2 ry�5 rL°' 11752/292 " 3' \ I NOTE: ALL CURBS 6 IN HEIGHT SF 1�4 HARE UNLESS NOTED OTHERWISE. pAR�NG TAB t7 / y 0 I I / E7f ANSION DOWELS TYPICAL CURB DETAIL ` \ SERVICES�B � � \ / l I N.F.S. " ORN SLID 7- -WATER LINE EASEMENT ( I _ I I (� i i 1.5" WATER 3645/278 I I I I I i l SERVICES �, II.II II I Ii (PVC) PROPOSED �m SETBACK I 6' WATERLINE \ 5 I I I FIRE HYDRANT WATER\4� sSERVICE 10' PUE �`e• f I I I( I I I )(COPPER 11752 292 \ A I J I ( ' TYPE K) 9� 2V PRIVATE CROSS i i I I I 2' TAPPING ACCESS EASEMENT I I r(' 1' DOMESTIC SADDLE IMTn,�„s iER� S Nz A�f III I` I 3 1 \ I S \ ` I 1' IRRIGATION . c, •, I 00 ` METER • ;,y• •. PROPOSED 8 1.5' WATER t WATERLINE t G Tt'•' \ � ' I y i` 1 SERVICES (COPPER I 1 TYPE K) Je ho s �?� 10' PUE o GATE S O 11752 292 VALVE ' D TEMPORARY CURB ` } ' 12'x5" TEE z EXISTING DRIVEWAY ", ' +x„ rn I ` \ ` 12' GATE TO BE REMOVED mac•, :'+ *, TOM #3 \ \ i /r undo r - \ I INSET A THE SEAL APPEARING ON THIS S c h u Itz E n i n e e ri n LLC DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A MARCH 11, 2014. College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-270 FEB. 2014 ,i�p•� OF 7xj,. � rf i * ** . r.....................1: A DEVEN L DOYEN .�.•� �r YII114 FIRM # 12327 31 SCHULTZ ENGINEERING, LLC 1- >2S RATTLER'S. AT rAPROCK CROSSING CAPROCK CROSSING PHASE. 5: LOT 1, BLOCK 1 -COLLEGE STATION, TX ciED BUILDING. INCLUDING ICE AND VENDING MACHINES. YVITHIN THE 23. WELLBORN SUD WILL PROVIDE INTERIM WATER SERVICE TO THIS PROPERTY UNTIL THE CiTY OF COLLEGE STATION SERVICE LINE IS IN PLACE 2x2 GALVANIZED STEEL. TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GENERAL NOTES: GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. I t DIG TESS: 8DO 344-8377 I1 I ATMOS ENERGY: 979 774-2506 1 I SUDDEN LINK COMMUNICATIONS: 979) 595-2429 I 1 I ( VERIZON: (979) 821-4770 1 I �1QIES; 2. R IS THE R6PONSIBIUiY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE '-�I- L J EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SiTE THIS INCLUDES THE 1. ALL CHARACTERS MUST BE 80' INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY. MINIMUM ABOVE GRADE OR SIDEWALK. 3. THE CONTRACTOR iS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1 2" OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADA SIGN DETAIL ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. N T s 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 106r.5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS •r '• - w COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL. CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. S. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION 1D BE INSTALLED AT ALL PROPOSED AND D115ITNG INLETS ADJACENT TO THE PROJECT SITE- 10. EKTERIDR BUILDING AND SiTE LIGHTING WILL MELT THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WELL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED Al THE TIME OF BUILDING 1-36'--4-15--• 8' [-.:730" MIN. [:-,30* MIN. ER 8' �+-15' 36"� PERMIT AND CTiFICATE OF OCCUPANCY. �� � PROJECT BENCH MARK IBM 1 N: 10188443.49 E: 35771 D8.88 131KE RACK DETAIL ELEV : ".OX (COTTON SPINDLE) N T.S TBM 2 N: 101=22.96 E' 3577289.94 ELFV • 2 NOTE AirWHE L STOPS SHALL BE CONCRETE e'-o• #3 BAN PLAN VIEW ( 4' J CROSS SECTION END VIEW IRN� �• r..ts . LONGITUDINAL SECTION NEE1. STOP DETAIL VICINITY MA ELEVATION RE I 'I +1 DETMTION 3L ROJECT POND LOCATION NO A ffil may, ICE LML" DEMAND WATER_.DEMAND PER LEASE SPAS MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (® 90% OF WATER DEMAND) AVERAGE 11.25 GPM MAXIMUM (PEAK) 45 GPM 6" SANITARY SEWER LINE ® 1.04% MIN. SLOPE FIXTURE UNITS - 120 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK 96.49 (COTTON S ITIUM) 78M 3 N: 1018799185 E: 3577107.92 ELEV : 298.62' (IRON ROD) PAPoUNG ANALYSIS REOUIRED PARKING: 6600 SF OF SHOPPING CENTER 1 SPACE PER 250 SF 27 SPACES REQUIRED TOTAL REQUIRED: 27 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 45 SPACES PARKING 2 SPACES HANDICAP PARKING 47 SPACES PROVIDED TOTAL 11-12S RATTLER'S AT CAPROCK CROSSING TOTAL AREA = 2.777 ACRES 9 CAPROCK CROSSING PHASE 5 LOT 1, BLOCK 1 VOL.11752, PG. 292 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS a - SCALE: 1 "=30MARCH 2O14 OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, LLC. KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVENUE 2809 EARL RUDDER FREEWAY S. BRYAN, TX 77803 STE. 203 (979) 268-3195 COLLEGE STATION, TX 77845 ENGINEER: (979)307-0321 SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-270 SHEET C I