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HomeMy WebLinkAboutDrawingsN /F HEATH PHILLIPS INVESTMENTS, LLC TRACT 19, 29.175 ACRES MSE ` 3. REFER TO GRADIN NERDY. _ R3 CONCRETE PAVEMENT G PLAN FOR PROPOSED CO 979 774 2506 /I CONTOURS. ( ) SUDDEN LINK NK COMMUNICATIONS. » -- 979 595 2429 n .• d .. .. 2 1 " _. .. a :. 4 R " .. ... C e .. ... 4. DRAINAGE 1 E 3 / ,a, .. .. .. ; . 7 ..,. INFORMATION AND DETAILS WILL BE V RIZON. 7 _ 15 " .. • . a •, . � ', PROVIDED ON THE DRAINAGE PLAN & WAGE REPOR : (9 9} 821. 4770 „ ° -r-� — A * —a —r DRAINAGE T 6 _ e X 4 BARS � 18 C C ... _,, .; . • .: �.. ? # / 5. 2: LANDSCAPING AND IRRIGATION DESIGN IT IS THE RESPpNSIBiUTY OF THE N &ANALYSIS WILL BE PROVIDED CONTRACTOR TO USE WHATEVER i. ON THE LANDSCAPE & R MEANS NECESSARY 0 3 3 " IRRIGATION PLANS. EROSION AND P T MINIMIZE I, 3 R " PREVENT SEDIMENT. FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION " 1 5 3 R " OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY." 1/4 R : c - 6. THE IRRIGATION _G�G_.!_1� . /. R DATION SYSTEM MUST BE APPROVED ,AND INSTALLED PRIOR TO C.D. - 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAI NTAINING THE EROSION. . VARIES 7. 1RAFFlC AND SEDIMENT L IMPACT ANALYSIS IS NOT. REQUIRED. .CONTROL DEVICES. INSPECTIONS SHALL BE 0 CONSTRUCTION JOINT 1 „ -' » DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1 2 OR MORE. 6 LIME STABILIZED / E. THE CONTRACTOR SHALL HALL REMOVE ALL MUD DEPOSI TED ON THE ADJACENT " B. THE ENT E SUBJECT TRACT DOES NOT I , LIE WITHIN THE 100 Y STREETS AS A RESULT - 6 EXTENDS 1 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD LT OF THE CONSTRUCTION OF THIS PROJECT. ( D OUTSIDE THE EDGE OF PAVEMENT INSURANCE RATE MAPS FOR BRAZOS COUNTY TEXA " � SAND INCpRPORATED AREAS. COMMUNITY N0. . „ 8 3 " 4 0083 PANEL N0. _ 305E MAP 4. 6 1 2 * NO. 48041C350E. THE CONTRACTOR. IS REQUIRED TO MAINTAIN THE D I_ / � 3 3 2 X-5 OR 6 AS SHOWN ON THE PAVEMENT EFFECTIVE DATE. MAY 16, 2012. TP ES GENERAL PERMIT N0. TXR 150 _ ENT PLAN REQUIREMENTSo00 • —#4 BARS 2 � .FOR CONSTRUCTION SITES. i * _ 9. ALL R - 6. PAVEMENT 4 RADII AND DISTANCES ARE MEAS REBAR ®18 O.C. E. W: MEASURED ?O THE BACK OF CURB UNLESS OTHERWISE 0 I' . , N TED. 5. PERMANENT VEGETATION WILL BE ESTABLISHED N * 5 PAVEMENT - o THE olsruR6 N 4 REBAR ®18 ED AREAS AFTER CONSTRUCTION .,, # O.C.E. W. 10. ALL. PAVEMENT : IS _ SHALL BE CONCRETE.- REFER TO THE P COMPLETE 8Y HYDROMU CHING - . * AVEMENT PLAN FOR PAVEMENT DEPTHS. L AND SEEDING ALL DISTURBED AREAS. " CONCRETE PAVEMENT SHALL. BE .CONSTRUCTED PER ti. A UTILITY TIU '..,.DET i TY ONES E ALS 0 WATER A F�4 N FIGURE S GAS SANITARY ALL CONSTRUC R T AND PER 2012 CITY OF ( NI ARY SF_WER, VERIZON, STORM SEWER ETC. SHO A TION SHALL BE IN ACCORDANCE WITH THE WN RE TAKEN 2012 CITY OF BRYAN/COLLEGE STATIN L FROM BEST AVAILABLE S0 A tE RECORD INFORMATION BASED ON CONS STANDARD SPECIFlCATIONS AND DETAILS TEMP , ' _ — BRYAN CO CONSTRUCTION UTILITY MAP DOCUMENTS FOR WATER. ALL CONSTRU TEMPORARY CURB DETAIL _ BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. ctloN sHnl� BE cooRDiNATED ® #4 BARS OBTAINED 8Y FROM CITY &INDEPENDENT AGENCIES A WITH THE CITY ENGINEERS OFFICE POSITIONS AS— BUILT ABOVE .GROUND FIELD EVIDENCE SHOWN N.T.S. _ NS MAY NOT REPRESENT u 3 " AS BUILT CONDITIONS. 4 X 18 SMOOTH H TYPICAL , _ / CONCRETE : PAVING SECTION 7. THE coNSTRuctloN SHALL COMPLY WITH OSHA STANDARD 29 FR PART RT 1926 SUBPART EXPANSION OW 12. PR P FOR - DOWELS : N PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY TRENCH SAFETY REQUIREMENTS. .T.S. RATELY IN ACCORDANCE WITH THE UDO. Q MENTS. .. _ _ -- 13: ALL ELECTRICAL ICAL IMPROVEMENTS SHALL BE PER COLLEGE- STATION UTIUTIES SPECIFICATTYPICAL CURB DETAIL IONS AND PER S. THE CONTRACTOR ACTOR S HALL REMOVE T HE EROSION CONTROL MEASURES ONCEGRASS ITHE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BARRACKS II RECREATION CENTER PROJECT. S ESTABLISHED. N.T.S. CSUELECTRICAL CONTACT. ELECTRIC PROJECT COORDINATOR 9. INLET PROTECTION TOBE INSTALLED AT - ALL PROPOSED AND EXISTING INLETS ADJACENT TO L . THE CITY F PROJECT SITE , 0 COLLEGE STATION. UTILITIES 979-764-6314 . 0 _ 1 CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 14. ANY:EXPOSFO CANCRFTF nVFR a" iti unr_ur wu, oc cnorr.,,-„.-.,,:.:.,..�...... w:..:......-.__ - - _ - I I' I I6.w.aM -o 5 I Ii I Ih.. !. - . ., •,.-.. i vi....s.. t. . _. LLI .. ..`v.,S.1.,..v ,:.. .......�. ..i .-M'145' 7 TEMPORARY _71 - PROPOSED D FUTURE 6.: TEMPORARY STANDARD W � tsl � J _ S T'�� t,_i _ ,s �..�15 P.U.E.TEMPORARY STANDARD � CURB FlRE HYDRANT RBASSE LY TE.M. .;rvP. n. O,..,.R,:.,AsA . R Y rv_ a. :...r,- t ,—,d._,•.-2=u:,'i.,*... s.. :v_ . �... a �..7. .'_ ..,........ ..,z ; , O --- _ .. ,.I \ •s I I `STANDARD , i CURB B CU RB CU L, T a CURB CUT —STANDARD D STANDARD I I � CURB i i. CURB CURB CUT _ o�lo-- — — 'f2 _ --- _ -- W—�2 _ Its � 'i Z SIG fit — _ _ 1 — ” 2 W 12 W ——W-1 I I r 12 W 1.2 _ I€ 2 W 12 2 3 IRRIGATIONW 12 W 1 t:2 W-12------�= \. `— I I _. SLEEVES TYP. _-3 I". I _ ( PROPOSED M Zl M ZL THE SEAL APPEARING ON THIS Su*hultz Engineering, DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E:, LICENSE 2730 Longmire; Suite A NO. 65889 ON NOVEMBER 21, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLID DLD JPS 13-275 NOVEMBER 2013 L INTERIOR I R ISLANDS ISLAND, TOTAL T END ISLAND ADDITIONAL # ISLAND AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA - PROVIDED S.F. 1 818 36d 458 2 832'' 720 112 3 866. 360 506 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 1076 SF (672 SF REQUIRED) THE SEAL APPEARING ON THIS Su*hultz Engineering, DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E:, LICENSE 2730 Longmire; Suite A NO. 65889 ON NOVEMBER 21, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLID DLD JPS 13-275 NOVEMBER 2013 L INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND # ISLAND AREAINTERIOR AREA S.F. REQUIRED S.F. ILAND DRODEDREA 1 618 360 I, 458 2 832 720 112 3 866360 506 ADDITIONAL INTERIOR LANDSCAPE 11 LAND PROVIDED = 1076 SF (872 SF REQ IRED) r+rawr. Mr- urnmum muisiuM WNIENI. AREAS OUTSIDE OF THESTREETRIGHT—OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 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 SHALL NOT EXCEED 1Vi12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. THE PROPOSED CONTOURS ARE APPROXIMATE ONLY. THE TOP OF CURB DESIGN GRADES FROM THE STREET PROFILES AND THE DESIGN GRADE SPOT ELEVATIONS SHOWN ON THIS SHEET SHOULD BE USED TO CONSTRUCT THE PROJECT. 6. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. �l�f.l(1D AfI I��CT\CI.ITC Tn T...r •rT.... .-. .. .. �.... ... �.._..... _.. _.._ _-._ ' e THE SEAL APPEARING ON THIS DOCUMENT. WAS AUTHORIZED BY 0 chultz Emineering, JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON NOVEMBER 21, 2013. ro College Station, Texas 77845 979.764.3900 TBPE N0. 12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-275 NOVEMBER 2013 i —0+50 0+001+00 2+00 3+00 4+00 4+50 I 1211 11 WATERLINE W1 �I 10 THE SEAL APPEARING ON THIS 1f®S�P�•oF�r �sA�s BARRACKS l T. [ `� �, :S hultz. Enginte i 1 1 LL DOCUMENT WAS AUTHORIZED BY o JOSEPH P. SCHULTZ, P.E., LICENSE ®®* .,$ NO. 65889 ON NOVEMBER 21 2013. ®"'s""'°"""""" •.. o � � ��i l l ®1 V 1✓ �l V �h r . 2730 Longmire, Suite A � 0 JOSEPH P. SCHULTZ College station, Texas 77845ISSUED FOR CONSTRUCTION 658ss !® n�i T,T�" 7�T�+ LOT rh T n D �E nT rn 979.764.3900 TBPE N0. 12327 �o'•.,? rsT •. ® .. 1� 1 V L 1 1 1—" 11� 1 d 1 SURVEYED DESIGNED DRAWN APPROVED JOB NO. ` DATE ®®t�-��3 BARRACKS II SUBDIVISION - PH 300 KERR DLD DLD JPS 13-275 NOVEMBER 2013 FIRM # 12327 MARK REVISION BY DATE, SCHULTZ ENGINEERING, LLC LOT l BLOCK 28 _ COLLEGE STATION, TX II ) 11 , I I WATER NOTES: 1. STRUCTURALBACKFILL AREAS ARE DEFINED ASANY TRENCH I { SECTION UNDER OR WITHIN IN 5 OF PAVEMENT t� I - I I 2. PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE - - N - 0 0 0 40 4 2 PLUMBING CODE. CLEA OUTS SHALL B INSTALLED P N E IN A PER t U BI ODE. PLUMBING C F. I i SCALE IN FEET STA . _ 4+05.95 ;:. ) 3. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE E FUTURE FIR HYDRANT ASSEMBLY EXIs—. 12. x 8 MJ TEE - ACCORDANCE WITH PLUMBING CODE. M - DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE .: : STA. 0+104. - GATE S 2+ 0312.MJ STA. 3+ 99 .52CONTRACTOR. _ - 5. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 0�+O+00 e 1 '1� 'C12 6 MJ TEE - �_ $+00 _ 12 x J REDUCER M .�, ^ 5 EXISTING1 2 _ WATER UNE"t2— DIVIDEDEARTHFREE OF ROCK LUMPS AND CLODS STA. sr .4+o1sFINELY Z 4— 6 SHALL BE PLACED BY HAND AND COMPACTEDWATERLINETEE N� 12E INSTALL'=--��PROPOSED &CAP MJ GATE VALVE EXISTING12 : D THE CAST IRON PIPE BEFORE BACKFILLKFILL HAS BEGUN srA. o+oo GATE VALVEAROU BY ANYMECHANICALE EQUIPMENT. 4 BLOWOFF ASSEMBLY REMOVE EXISTING , . 8. x 6. REDUCER, ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH 6 GATE VALVE &7. CONNECTTO EXISTING 2000PSI.TEE -: ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 os -s8. SQUARE FEET OF BEARING AREA OF CONCRETE Or UNDISTURBED SOIL 0R AS DIRECTED BY THE ENGINEER. N _ 9 WATER MAINS WILL NOT BE FULLY PRESSURIZED UNT1L ALL oI 3, CONCRETE HAS REACHED 7 DAY STRENGTH. i ch 10. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS I OTHERWISE DIRECTED PUBLIC WATER NOTES. i i WATERLINE PIPE MATERIAL i8. cA N1. '... _ s&12 -PVC. DR 14AW A C900.CL 200 Upp�i 2 EXISTING GROUND PROFILE SHOWN IS BASED 0N FIELD SURVEY DATA. _ 3. REFER TO FIGURESW1& W2 FOR DETAILS. III)I� . STRUCTURAL BACKFILL 375 LF . 31H '1F i —0+50 0+001+00 2+00 3+00 4+00 4+50 I 1211 11 WATERLINE W1 �I 10 THE SEAL APPEARING ON THIS 1f®S�P�•oF�r �sA�s BARRACKS l T. [ `� �, :S hultz. Enginte i 1 1 LL DOCUMENT WAS AUTHORIZED BY o JOSEPH P. SCHULTZ, P.E., LICENSE ®®* .,$ NO. 65889 ON NOVEMBER 21 2013. ®"'s""'°"""""" •.. o � � ��i l l ®1 V 1✓ �l V �h r . 2730 Longmire, Suite A � 0 JOSEPH P. SCHULTZ College station, Texas 77845ISSUED FOR CONSTRUCTION 658ss !® n�i T,T�" 7�T�+ LOT rh T n D �E nT rn 979.764.3900 TBPE N0. 12327 �o'•.,? rsT •. ® .. 1� 1 V L 1 1 1—" 11� 1 d 1 SURVEYED DESIGNED DRAWN APPROVED JOB NO. ` DATE ®®t�-��3 BARRACKS II SUBDIVISION - PH 300 KERR DLD DLD JPS 13-275 NOVEMBER 2013 FIRM # 12327 MARK REVISION BY DATE, SCHULTZ ENGINEERING, LLC LOT l BLOCK 28 _ COLLEGE STATION, TX !WWII SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 NOVEMBER 2013 t3At61UA U A 3 11 3' Ut11J1 V 1 X3'1 UIV PH ;i U U LOT./. FLOCK 28 =- COLLEGE STATION., TX � I . I I I . � � . I . � I I � I � I . I I � I � � � . I . � . I I � � I -- , I - � I I � � . . - I I I I I I I I I I � I � I � � I . I I � . I NOTE: - . I I GENERAL NOTE�i I I I � I I � . � � I . � I I I � I . I I I I . I I . I � . � I . I � I I � . I I I 11 I I . . I : � I I . I I I I 1! . I I I � I I � I I . . � � . � I � ,� . I . I I I I � I I I I . : . I . , , , 1�, , . I � . � I . I I � .1 � . � . � � � � . I I 1 - I I � - I I - - I . I . I I I � � I - I . 1! I � . � , I � - � � I I I I !I I .1 I � THRUST BLOCK NOTES: � , . 11 - , - � � I I � . I I I , � � 11 . , 11. VALVE EXTENSION TO BE USED I . FINELY DIVID[ib EARTH FREE OF ROCK, LUMPS AND CLODS . 6. ALL FITTING SHALL 13E MECHANICL JOINTS UNLESS � � � - . I � I 11 � I i. I 1.18 ---- 24" X 24" X v 1 . I � I ONLY WHEN TOP OF GATE VALVE EXCEEDING 611 SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. . I � � I A- �': - 1�\ . , . I . I . I I � .. I . I I tt� SCHEDuLr= ----) I I � I � � .1 I I . 11 --- , . I � � . IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF I I � - NOTES: I I I � � I I I I � I I . 4- 28 -DAY CONCRETE I I I I I k I . . . � I . ALL CALCULATIONS ARE BASED ON INTERNAL ID HR �� C . � � I . � I . � I I � � I � . � I I I I � I A r (,.YME , � . . � . . I . � I . I I I I I I I . I I STRENGTH = 2000 psi I FINISHED GRADE. 12" OVER THETOP OF THE PIPE BEFORE BAOKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN . , I - I ' - 24" X 24" X 6" ,� I � I PRESSURE OF 200 psi FOR 24" AND SMALLER I (in) ... n fff 0 (ft) - ) 1 - NO SPLICES IN COPPER TUBING WILL BE ALLOWED � I I I � . - - � t� . WITH #4 BAR AROUND I 1 2. ALL VALVE OPERATING NUT � BY ANY MECHANICAL EQUIPMENT. I 3 FEET MEASURED FROM THE SACK OF CURB TO THE . I 1� ', 28 -DAY CONCRETE ,� I - . I INNER DIAMETER PIPE, I . 1 468 5 2.61 , 0.3 � FOR SINGLE SERVICE OR BETWEEN THE SERVICE . I I � I I I � STRAIGHT BALL VALVE W1 PLUG � I I w I , I I , I . . im . 1.5 1 1 1 . I I ALL VALVE BOX. . FACE OF THE STEAMER ON THE FIRE HYDRANT. . . � . -T- I I � I � I I I � (2 FOR DOUBLE SERVICE) � . . I . I � , , I I . EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE 13LOOK - . 1� ot, STRENGTH = 2000s I � I 1 2. A L BEARING SURFACES OF THRUST gLoCKS -11-1,5- � SADDLE AND THE WYE FOR DOUBLE SERVICE. I I � I I .j I I I I I - , I ING SHALL BE 8 DAY CONCRETE � ,si . I A , , , I I I I OF STEEL, SIZED AS NOTED, � STRENGTH = 2000psi, � I . 8. IF MAIN VALVE IS WITHIN 50 PEET OF FIRE HYDRANT THEN I WITH #4 BAR ARO ND I SHALL BE PLACED AGAINST UNDISTURBED . 2. IT I I I . I � . ,� . � I � I I 1 1-112" BALL VALVE . I I I . �- 1. I � I I � AND PAINTED WITH TWO (2) � � ALL VALVE BOX. I � I SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2 . � 1� I � I - 0 � I I I I I � ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT J. . I EARTH OR ROCK. I I I � .. I R DOUBLE SERVICE I I I -.1 I I COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF I LEAD WITH NO ADDITIONAL CONNECTIONS. � � I 11 1 6 1 . I � � � I � TO PRESSURE TEST LINE IMMEDIATELY AFTER THE . � I L I 0 Ly I I I . I . . �� i -TRAFFIC RATED COPPERHEAD 1 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON I A I � - I I I STREET CROSSINGS HAVE BEEN INSTALLED. I : � � � Q � ) I I I . � ! I 1 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. � . . I . I � I ' ' IN Q�' I � I . to I . . . � .. 11 I � , � I I I I � I �, -.,, '7.- 1 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER I I I - - - 4'MIN.� - - - d - I SNAKEPIT TEST STATION OR . � I � I I OF ONE (1) FOOT LONG. I . � 11 � . 4. DIMENSIONS MAY BE VARIED AS RE � 3. MARK EACH SERVICE END WITH METAL "T" POST I I I I I I . � � i . APPROVED EQUAL I I ,� NOZZLE SHALL BE I 8 TO 24 INCHES ABOVE NEAREST FINAL . I . QUIRED BY � L � - - i . I � � 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. . I � I � I I I FIELD WHERE AND AS DIRECTED BY THE I PAINTED BLUE. I � I I . I I I I � I I I , I I . I I I .. � . � . � � � I I I I . 1 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. � I I I I I VIETif A - �4 � I I � I I I I � . I I . I � 11 : � I . VALVES TO ISOLATE FIRE . . I I .11 � � � I I I . I ENGINEER. THE VOLUME OF CONCRETE � 1 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN . I . . � . I I � I . . . I � V) I I . I I � � � � SUPPRESSION LINES FROM PU13LIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL � � I I I � I I I I � I I I . . BLOCKING SHALL NOT BE LESS THAN SHOWN . I . � � I APPROVED EQUAL. � I I � I I � I . I � TIEWA-A . � � . . ' :z . � � I I TZETIVA -A. � I � I WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED I I I I I � HERE. . I � I . I ** SEE TE I . I I I . (D . � � . I � USA, LL562 LOCKABLE LID. . I TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR I . I - . I . � I I I I I I . I I I I I I � � S. ALL CONNECTIONS TO BE COMPRESSION TYPE. . � CHNICAL SECTION 33 12 1 3 I � I oul I I I � I I . - . I I I I I I I � I � 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL; I I FOR MATERIAL REQUIREMENTS , DOUBLE, SE,R I . I �. I co . . . � I � � I I I EACH BELL AND FIRE HYDRANT. I I I � I I STANDARD FIRE HYDRANT . I I . � � . I � A , I I - I � . , I � I . 1. I � . � � I � I I � I I ALL 0 1 ONCRETE BLOCKING HAS REACHED 1600 psi. . I . 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE I �� � I . � . . I I � I :: I .. . � � . I I I GATE VALVE I . � NOTE: . INSTALLED WITH THE MAIN LINE CONSTRUCTION. � . � � I � I I I . I I I . � . � � � � .1 I I � I . � I I I I I I I . I . � WIVALVE BOX-\ I � I I . I I . I � I I I I . I �� I . . I �, . I . I I I ,� I � I . � I � I LLJ I I �; , I TRAFFIC RATED COPPERHEAD I I � . . I � I . I WATER LINE I I HORIZONTAL THRUST BLOCK SCHE ULE . USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED I � I � . I I I � � ck�� I � . I . � . SNAKEPIT TEST STATIMI nO � I I . I � I I I I I STANDARD FIRE HYDRANT � I . AS REQUIRED . + � I I I D EQUAL BETWEEKI f'n1-1f'0='rc BY THE CITY UPON PAYMENT 01: FEE 14nKin �"n. � I . I I �, I ,:. � APPROVED EQUAL I � I . - VALVE BOX PER SPECS WITH BOX � EXTENSION AS NEEDED � I . I . � � . � I I � � I VALVE BOX PER SPECS.- I I I I I � ­ STEAMER NOZZLE CHAINS �, - ­ I I . -I VMIN. � go* I I I . � . � 1.5 I / . . � / � I I I I . TO BE REMOVED BY I I TEE OR TAPPING 6.5 --- -18 - I 1.2 , I . f -, I I � ':� � � , � . � I I I .. . I I I 12"SQUARE AWWA NUT . EXTENSION WITH I Aj� CENTERING I I ' ......... JA CONTRACTOR PRIOR To � CITY'S ACCEPTANCE OF I SLEEVE & VALVE I I . AS REQUIRED I I � 6 9 -5 I I . . � I I . . I . I .... � A I � I . I . � �..,;.�..��.] "I'll" � I - I . . I I . I ----f . � I � COLLAR. TERMINATE 4'TO S' I FROM TOP OF B X. I adl �­­ . � I .. ..... � r---,-. I . � . I r I ":All ........ I- . ­­ I WORK. - , FINISHED GRADE / "IN 1111-111 151talm , I - I . I ­ - AS . � REQUIRED I � . I i � I I 6'8" 10,12" 2.0 -T -0 I � I I . I � I I I I � I I I I I � I � I I .-,�-� - I .. Z.. .�..t'lj 6' , I 1 "'�BURY � . � I --6-.-9 � . � 6. -: P, ' , . I � I � . � I . I . I : I � I --t . : "I'll -------- 7 J� 1 LINE � � I I � 0.1 I . . . I I I � � I . � I , 1 2" SQUARE AWWA NUT I . > . EXTENSION WITH . � : ----- � z I , 'D a � �� I AS E - I t . I . � I I � � � " ARIES -1 I � � I I � I � � I I I � � . ANG14OR 90' BEND I � I I I � \ I I I I I � � I I I I I . I � 11 I I . I . I I I CENTERING COLLAR. . � I I I � � I � I z � � I . I I I I I I 6"STD I I I . � � I I I I � � VE I . GATEVAL . . 11 � I WIVALVE BOX ui 01 BEND --������- - I - SIZE ( A ft) B (ft) C (ft) E (ft) G (ft) - VdCUME (C.Y.) I go* 6,8- 5.0 1.5 1.5 0.9 2.7 0,4- -10,12" 6.5 --- -18 2.5 -i 1.5 1.2 4.0 1.0 45' i 0 ------� - 0 i 5 6 9 -5 0-2 1 10,12- 3.6 2.5 1.5 1.2 2.2 . 0.5 1 22.5- -- 6'8" 10,12" 2.0 -T -0 2.5, 1.5 1.2 I 1.1 0.1 � U,*31 " 11.250 6,8 - - - -f -5 -T - -.5 -�FS­-�-.2 --6-.-9 -T-4 --�.-6-- 6. -: P, ' ,___ 10,121, 1.5 . 1.5 � 0.1 I I . � . Cx I -AU " rK �, . I I I . . � I i � I I . I . . � . I I I - . � I . : . � . , & PLUG TO PREVENT CONCRETE 8. LOT CORNERS SHALL BE MARKED WITH A LATH I I I I I I ,. - I I I � I ; � � I FRO I M STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON I �. . I I 0 . I : I . COMPLETION OF CONSTRUCTION. I I \ I/ / / \ \ / / / \ \/ / / / \ \/ �/ / \ \/ / / \ \1 / / \ \/ / / \ \ \ \/ / I , I; I � � I . � it I : I I I � � I � I I I I I . � I I . . ...... � .� " � . .. I . .. � I I . I � I I � . !. . I 1. I I . I I �� � I I I I � � I I � I � � . . � I t I . I I I � . � I I . � - I I . I . I ^A ! . I � I ! I I I I � I I � . � . I � . I � � � � � 11 i I . I . . . . I �. . I � I I I 1. I . � 1 12" MIN. -24" MAX. . . � I I . I I . 1. I - I i . . . . . I . I I I � I I � . � �. 1. I I - I � I � I I I - . I � . I I � � I � I I � I . . I I I � � STRAIGHT BALL VALVE Iml . 1� I I I . I I I . � I . � � I I � I I � I � I . . I I WITH PLUG (2 FOR I � I I � I I . I � I � I . � I . DOUBLE SERVICE) I N�� � I I i I � � � I .1 . � � I . I I I I 11 I I . I � . I I � I . . � . . I . � I I I I I I I I � . . : � I I � I � I I I I I .1� 1. ; I � I . � . . �. i . � . I I � I � I � �i ­ � � � . I � I I . i I I I I I . I . I I I -APPROVED SERVICE SADDLES . I � I . . � .. � I � � I I . r I � . � rno n"� I � I I . . . TERMINATE,V TO 5' I I I . a: I r I . r , . r z � � � . . . . . � � I I c AND PVC; OR � � r I � . I � I . I . i � � � I I .1 I � I I - I.. r FROM TOP OF BOX. . ,r r I I �� I I >- I. � GATE VAL /E � I � r r STANDARD FIRE HYDRAN n . . . . r I . � r � � r TAPPED TEE r I . r � . I � . I , I I � i I . . I I I I � I I . I.- . WITH SS I �OL TS � � I I I I � I . . I I I . . I I . � .. I I . � . I I r . r . I � 4' MIN. r I . . rr r I I . r. � � I , . � I r I � I r . I . � . � I � � I . r - . � � � . - I � -8) � . I I I I I I � . ' S11I � . I � r . D. R�,TE VALVE . . I : r . . (SEE NOTI - r r I I I . � � I I � 0 � 6" D.I. OR C909 PIPE , I I I � � � � . I . � I I . r � . � � . I � . r I � I r � . r r I . � r . I . . . r � I I I I I . r r � . . I � . � r AWWA C900 . UIST NLESS - . r . z r I v 6"MJANCHOR � THRUST BLOCK DETAILS r I � � . � A � . r I � _ r - , I . r . . I I I � . . � I r � I I � r � I I I � � I PRESSURE PIPE , STEEL BOLTS . . I � I I I I r � I � I . r r --� r 11 � , r . - � 0 1 1 . I I I � I I I r I I . � 1 I ­ I I . � � I . . r . I" TYPE "K" COPPER TUBING I r r - � r r . � . I �� I r r I . , r I I z COUP � LING I . . � ,r r � � I I I I I �- I . . I I . I I . I r . r I � I I � . � I . r r I . . I - . . I � . . � � .(2 FOR DOUBLE SERVICE) � � � I � r I I I I I � � I ­ CONCRETE I . r Ix 1. .1 I I I I � I M ,r � I � I � I r - I r. - r . I . ,r � r r I I � I � � . I . � I � � I I I r � I I . � I I I . r � I I . . I I � I 9 I � � � . . . . . I - I I r I � I . - .- r I I . I . . 1 14 ga. INSULATED—,, . � BLOCKING I . Ir . I POUR CONCRETE AGAINST CONCRETE SHALL NOT I I � � � r . 1, r . � � . I r - I � ­ I I . I . 1-1/2" X I " BRASS WYE � r . I . .1 �, � I r r r COPPERTRACER. PVC OR D.I. PIPE I , PEN GRAVEL � FILL � � .. 0: - I � . r I r I . I � r I . r . r I � . i , . , r 1 FT. ABOVE � . . . r I � I � UNDISTURBED EARTH EXTEND BEYOND JOINTS � � I � . I . � I . . I I I I . r . � (I FOR DOUBLE SERVICE) . r � � I � . r. � WIRE � I � � ­ � � .. . . EEP HOLE r . � � I . . . � . I I I I . ­ . � I I I 11 . I r � I � I I CORP 'T P I ­..... I . � . . I . , r . I ­ . . � I . ��� � r � . r I r � I I I I I I � . . I I I � . � . I r . ! I . � I r I -.-:­­­ I . I r I p . � . I 11 . . � � I . . . I � . I ,r . I � � '.1 lr.'w I � I I . � , . I ­ I 1 ".TYPE K C( I I I I � i , . � I � .. I . I r I I - � I r � FIRE HYDRANT LOCATION I r )PPER TUBING (SINGLE SERVICE) I I � r . 'r i I . � I � I I -- .-1 .­ �.---z -THRUSTSLOCK I . 1r. � � . . I I I I I I . . I � I I r I � I I I � . I r . I I . . - - "I r r I . I I r I I I . � �. I I . . . Ir 1 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) I I .1 I I I I ,-�....�: 11 I � I I I I I I C -- - . I I I r WATER LINE , I . I I . I .. I : I I I . . . I � . � 1. r I �,�. , I I r I . , I SEE NOTE 1) I \\\-1-1/2" BALL VALVE I I . I . � . I � .1 I I � . I � I I . I � I Ir 1-� I . � . � I , I . TRENCH r 1� 1.-o'. . I I I . .1 1. I . . � � . I . � . � . - ­ . I � I I I . �. . � � I . � I I r - � . . . . . WATER . I I . r � .1 - . I � r , r r I �� I 1. . � � � r ',,.:-� ,; " TEE OR TAPP NG REALIGN AS NEEDED . . I r I . I ....... ;.. , ': . . 'r r � . I SLEEVE & VALVE . r r I . I I . . r - , , � � r -- � -- I PIPE - I I . I ,r r. . � I � I � I � . � , r (FOR DOUBLE SERVICE . � � I . - I � I . I ­ ". % I ... , '. . I r BLOCK AS DIRECTED. I MECHANICAL JOINTS . 11 � BLOCK USINO 12"x*12"x4" . I I r I � � I � . �. .... .. - � ;.'. I I . I I � I I I . 11 � � ONLY) . . � � I r . . . I . r I I � . ..;­ I I \ 'r , , ' r , I � � -r � r � ... I � � , ...,:: ,�*-.... , r r � ; , � I � . I . . . I I r . . . ., . I � I I I . : I I I . I � . � .. �: , . : �- r I ". ., '.. . � � r .1 � I . . ­ I � � .. 1. 11 I ­ r . .. I - . I I I � I r MIN. DIMENSION APPROX. . ,. r AS R.EQUIRED . . WITH SET SCREW I PRECAST CONCRETE . �r . � � � r 1. I .]-�' ­ � r I � .r r N-1- WATE . I � - - 11 I r . 1, � � r . � . I .1 . . " 1--.-.:--:. ,.­-.,;.. ._.,. I - I -11I VICE 11 . . � .1 I I EQUALTOONEBAGOF I I I I I � I BLOCK I r , r � . .'."' *�. ­ . .1 . 11 . - , . . I � �� r r r �r � , I �. I .1 . .1 � � . r . I . . . RETAINER GLANDS . � . I .:. - -.1 . . I r . I � - � I I � r . I I - . . � I rr � . 11 r I 1, � r I , � � I � r I . I . I . I I � . � . r � r , . . . . , ­', .,:. ,:I I ._ _... I � . I 11 � I � � I � I I I I . . I . I � I � . . I . . I I � SACKRETE r � I � � . � OR MEGA LUGS . I I � �. .. .:..... . � .. � k ..; - I . I .., . . � . I . r I I . ,r � I r I I I r I I I 1. � I I r I .. - . �� , � � I I r � . � I . .. t! ", . "* � .. .. . I � . I r I I I . � . I I I . . r I � I . I � I ' . , . 1 6" X 12" GRADELOK � , ... �` �: ... . -0 " - .. . , 1. I I I r I � (SHORTANDLONG I � I . . . r I r I I r . I , � I � � I r I 11 . I I.. . . I I I r r . � I I .�' ..... '. , - - * . I - r � I . r - ' . r � I I I I I I I . I . I I 11 . I- --- , - -�, .. .. ­. x . ,r I I SIDE) � .. . r' . I . r - r r I � I . W/M.J. SPLIT GLANDS .I. �u ... � � -i r . I I I I I � � I . I I 'BLOCK AS DIRECTED � �u ... �, I ..... I 1, I � I I � . I . r I . r . i . � . I � � . � . . . . ­ . � . .. I � � � � I . � r r � . 1. � . r i I I � . � � � I . � � . . 'I. . ,:..' '' . I � - - I r I I . 1 2-01 - i � � � I I � ' - I � � r � . I 1. . � . � . r . . �!. I ... :i,.,. I � � � I r I � I . . I I I . : -�,'* . . I � 1. H Ir r I r �� r r I - � OPTIONAL (ROTATE TO FINAL GRADE) STANDARD FIRE- � I I in w ..: ,�.,�.....:�--­. � Lj- x, THRUST I - . STRUCTURAL BACKFILL AREA INCLUDES I � r � � . I , I . � . I I I I � � . �. � I I Fw 11 I I � I GATE rVALVE & BOX . I I I - � I I I 11 ­ , A, I 0 .,�, �'. - - : � .. r I ­rr � I . I . I I I . . � I . I I I rr . I .. r . I . . 11 I . I � � � u. . ­ .. . . 6. �.... . � I I I . �r I � . � � . . .1 I 1. . I r � r. .� . I � � I � . - I I . r ­ I I r I I r �� . r . r � I .:, . - 1. - .. - I < - " � . ALL PAVED AREAS �SIDEWALKS, STREETS, ALLEYS, I I . r � . I ­ - � r.. . I I I � I I � I - � I I I I . I - :1 - �:.. � .. - - . �. �,. :,:: .. .,: �� � r DRIVEWAYS,AND r I r � r I . I I r I I � � � I I . � I 11 I . r . . .� . , I � "' � . . . . . . r I . � .1 . � I r I Lwi-oo I . � � I � � r HYDRANT ASSEMBLY -:..�­..-.. , , . . . - �, , A - KRINU AKI=AS) AND SHALL I .1 . I r . I I . 11 I . I � � I � I �r � r � . ­ I .. .r .��. � r . 1, � � I I � ­ . I � I.. � I . . I I . . . .. .- - EXTEND 5' BEYOND THE CURB LI NE'. STRUCTURAL � I r I - I . � . � � I r I , I I � .1 r - !.-..-..:.1.. ­. I I �,......: ..'.. .;::,. . , r r � I I I . I I . � I � . . '. � I I ,� I I I ., . � � . � � I I . � � . I . r . I . I � I I I I i... * "" " . � . .. r . .. r r BACKFILL SHALL BE CEMENT STABILIZED (SEE I ' I I . I � � r . I I I . I � r I . - I I IrW'-02- 11 I r . .. .� .: . :I,. � ­:..: - ., � r � � I . - .::. "'I �:�.,.. . . . I 1. � � I r . I . . I . . I . r I � I r �. . � 1, I . I r I . I . I I � . . . � - I I I . I .. - . , � ­� . PIPE DETAIL W4-02 - AREASTO BE PAVEDW OR EXCAVATED I � . I I . . I r . ,r . � , r , I r � r . � 2" SQUARE x 2" HIGH . � � TRAFFIC RATED r -X REFER TO TECHNICAL SECTION . . I I I I � I .1 I . . :, . a.." .. . � , � � . - I , .e. � � . . . , I I I r I . . -4 r " ...... � JOINT � � , . I . �. 1. . I I ,r I . � � . . . ji - I � r . � OPERATING NUT � r � 09 0312 FOR TRACER WIRE I . I I I 1, I I I I . r � I .. .. .. t . -. I I SOIL COMPACTED TO 98% MAXIMU DRYDENSITYAS I I � . . . 4 2' L: � I � 2' � - r. . I I 11, .r r � . . - I .r 11 . . r I r I . I . .:..-.,.. . I � . NEARESTBEL 2 , - � � 2 1 ­ � 1� � � : . � r r 1. I . . r � I � I � r � � . � r SNAKEPIT TEST � ,INSTALLATION I I � � I I . I r . r I I . i I . I . �f i - -L - T - - . 'I., � ..:,%." . I PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF . 11 . I I . r 1. . JOINT OTYP. MAX. MAX- - 6'-8 TYP MAX MAX 6'81, Ty D AIR­rvo MAX . � , I I r r I I � I r STATION OR � I I � . I I � OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL . I I � I I . r r I I r I r . I � I � I � I I I � I I . . I � I � . r I � 1;� I . � I � . I I . r � . . � . r I . r . DIA. I r rr - � r . .�. I I r � r I r . IT TICLR. r � 11 � . ­ � r + .�-� � r � � � r r r. ,--TRAFFIC RATED COPPERHEAD � I INNER . I I : AREAS) I I I I I EA. EN ) r . I 11 M�x r ' " I � I � I . � � . � I , APPROVED EQUAL I r I � I I � � . r . SNAKEPIT TEST STATION OR I I � � r , r I � -r I I + � . I . � %" I I . : I � � . I I � I I I I . r I 1. � I . �1L MR�.� 11 r I I r t � I I . I I I I . r I . . . � � r I r I r . I APPROVED EQUAL . � . t-1 . ... ... I r � � � I � r r � � r I I . r - + . . � ,� I . I � � . � . . GROUND LEVEL . . I � I I I Z r . � I I I I I -OUTER POUR CONCRETE r � � I � . I I I ,, r � . I � r . .1 I I r . � I � I I r. -� . I � ,r� r � � 1. � I . , . I I 1. C . r- I I I . � I I I I � I I I r:. ' r I - - - - I r I � ,� . . -- � � I I . I r . r I I I I r . DIA. . AGAINST UNDISTURBED ,bv, I � � I I r ; I I I - . . , I., I . . I r r r I r � I � � "", //\\/// .. I .:!. il . I - . .... I . r. .r I I � I ' +1 I � I I . I � �E I � . . 1. . . I , , , . .. �` - w I . I � I I I . I I I �. . . I . I . r � � r - IC� r + � I I � .r � r I . .� . r r . � I r I r . I .� -. :. � � AW , * "' ­ I I I r SECTIONXIx I . r LIV VIEW' r 11 I . I � 1 5. �. . r . . � I r i I � � ­ . . � I � . �.'. - - . ... '.... I � � r I . I I :1 . ... , 1!. 1�1�- .... . . . I . P I . sic 7 1 . . I r - � � I I I . I . r , I I � I . � I I � � I . I � 1 24" , � , I """' . I r - .. 11 I . r I : - . I I � � � . � � I 1. . . � r �-� I � . I I i '�`, �-', 94"X24"X(311 1,,If, - ,//,\.\.,: . -- I � . VALVE OPERATING NUT � I I - r . 1jUNuRETE PAD r I I I I r � I . + . r I I ­ : � I + � r � I I I � I . ... " YP 'L-1" MIN. CLR. r I . I - i� , r . EXTENSION r r , I � I I I I . . I MAX. . , I METAL r � � I (STD.) I Ir I . � � � . I I I � . I . C I � � r r r � + I I � r . . I I � r � . 11 v , . . 1. I . . 8" 1 1 ,� - . r � � I . I I � I � r I I . r --- . --I � . � I I I . � I I . . I . � r r . I I I I I . + I ­ I � I r 11 . � � r I I I 1 5" DIA x 1/8" MIN r , I E I 11 I � I . . � � � III . . I 1 I , ��� le I ­ CARRIER PIPE � I �r � STEEL CASING , , r IL- i , . . - I I THICKNESS STEEL � � � r . � _ ,FDETECT r OR TAP . r , . TAL DETECTOR TAPE r . I + r I � I � � . � I �m I . r r � ,. � I r I I I � . + I � I . � I I I PLATE W/90'CUT-OUT I � I I I -... I I I � ­ � . - ME - . � I � I . 11 � . � r I . X --W' < � . I I I I ,� I I e I . I . � + . � � . . CASING SPACER r. ­ ::, I + I I . . . � � I r . � � I I - - - , i ,,.-' I . I 1, I I I r . I I � --- il . � I r I ,� . r r I � . . I I . ­ + I I � . I - , r . . r I I .. + I . I � � I M I I ­ I - I - r I -PC. PULL -ON WATER - � . � I I . I -1 I . . - I .. � I � � . 1. 1. I I r I � I . I � r r I � . 11 I "', I I . r I r I � I . r ­` cy � I I � 11 + � I I I 1. . I I . � r r ri...." � 4 N TIGHT NEOPRENE END � � � , .* I I r . � � I 1 48" 1 � . r I I � I - ...: .'I., LLM � r � . � � . SEAL W1 STN. STL. I � I r I ADJUSTABLE TOP RUNNERS � : , � . .� �, r I . I � . I � MIN. r � � I I � I . � I 6 61 -THRUST- O�e r I I r I . . � I I" DIA STEEL ROD r I � . r I r I r I I � I I I r � I - . -< wo I � I I - ­ I A �. r � I CLAMPS "AP$".OR � I I . � TO MAINTAIN I" MAX CLR. I . r L I � �. I TRACING WIRE I . r I . wo � � � I � + "PSI" � . I I . � + 1. 30* - I � I � r . I <_j I . r r . ! I I � I � I . I . I I I . I I + I I � . r . r , -..� j, � I I � . . , � � r � . . I I 14ga SOLID � r TRACER WIRE SHALL r I � I r � . R. -.;:-::� I . 11 I'll � � I . r � . SQUARESOCKET I � I . I 1. I � I � COPPER 1. END + . � . � . � I z-- -mw I I I . . . r I B/C � � I .1 AAX 1 2" DIA INSIDE r I I . � � I r � � AT A TEST STATION. � . r I I I . - - - 1, --- . � I � STEEL CASING C111111111I I I � . . ­ 7.71,7 � - �­� r I I � I -- � r, � � I I . . I � I . 1. . .. . ­ - - .. � I r � . � � i MID 1 21/4" DEPTH . - : -----� . ,., ��. I . r - I .. ­ - *". .,. *, .,. ,-.z-.. .­ I I I . (118- MIN WALL � TWO 3/8" SET SCREWS ON . � -- .- / I I .. k (4 -I JjJ .'�r I � I I I , " I TE: CASING SPACERS � I I 11 � r . -Ir- . .1 r r I + I POUR AGAINST I i I I ES I r r I I . EITHER SIDE TO LOCK THE � I J � � 4- ; I 1 8" WIDE BAND STAINL S THICKNESS) I . I � r 1 5' 1 -RUNNER MIN. (THRU 24' DIA r . I -3 � I I � . I - ARE TO BE FLUSH WITH � I r . I - -- . � � � I � r . I � r r � � I CASING) OR 6 -RUNNER MIN. � r - I � + C I r OUTSIDE EDGE OF BOTTOM I I - � I I - I ' I I I � - , . -T-- I � '42" DIA. CASING) STAINLESS : � � I JUNN uD "1S'TU'jRiI3"E" tTEtA R '3 1 I A - JD T RENC r �..... :: _.. _.. . _ _ . .. . . � . . . , . . . ; . . . �.. . ., . . .,. A, /T WTHRUSI � - :j I I � EARTH I r I I , I . I r � . OPERATING NUT. SCREWS I TYPICAL UTILITY PIPE r TYPICAL UT r PE I I � I � � . A I � I . I I . UNDISTURBED I . I � I I I . I + 1 4 PROVIDE 4 : � STEEL (TYPE 304) � � � � I � I � � � � r � P4� RUNNERSAT NEOPRENE INSULATION SLEEVE .,�r I SOCKET I I I I � I � I I . � I 1 . . I . . r . � I . . . . . I STL. TYPE304- 8" WIDE BAND r � BOTTOM � . r - I P' I I � r � 4: TRACER WIRE MUST BE INSTALLED , I r L'Ty� I I . � � �. . .1 . W/ POLYMER ' 45 EEN PIPE AND BAND, , . . F .... �, I I I I I I I . I DIRECTLY ABOVE THE PIPE. . I . I DEAD ENE) , �11 .. TEE TH 1? t 729 T BL 0 CK I � I . . . - � - . r MI � r � I I I � I � I � . . � � I I I I I I . I I . . . I , I ,I r I I � � .11 � +1 . � r I I I I I . � OR NON -CENTERED; CLEAR BELL, � r � . POLYMER RUNNER (TYP) I -.00110;! r I I I I I . 11 . I I � . r ­ . I I I I . I RESTRAINED FROM FLOTATION- I ­ ,� . � �, I �. I r . I � I r -1-111 I , � �. I I I I . I I I I I I 1. INSULATED- "APS INC MODS918" � I r I I I � 1. . I : I r, . � r : . . . � 11 I I I � . I I .1 . OR"CASC " I � � . I . � � � � I . ! � , . ?,�, � . i � GATE VALVE EXTENSION . ,r � r � � . . � I r .1 � � I I STRUCTURAL BACKFILL AREA AbE- ' I I I � I � r r: I + r r � r � I . � � PI I I . � i I . 1. r 1. I , I :: . � I � � I + I . I � 1. � I � � I I I . � . � - . I r r � I � I � I I r I Wlr_ofl . U I r I I � � � I TYPICAL HORIZONTAL ' I . � I � r I I . Ir r I I 11 I r . r . -- . r � - . I I . � I I I � � � I I I � � 1. I I � r . + I 1. I r � r � � � I � r Ir - � . -- r I .� � Ir � + r� � � � � I � I � � I %­axs D L, I I �� . ,� - 1, r . r � I l,r r . � -- I r I I -- - I , r ___ I I . . I I I -1 I I .THRUST BLOCK - I I � �i r . I .. r 1. r . r I � TILITY PL LOCATION MATERIALS r I � I � � � I � . C A[ r . � � I � � . . I 1, , I - � . r - . WI -03 r I . I r . I . I 1. � I � I I ING ETAI 1. r � - �. I I �, I . . .. . � I . � I I � I . r. , - , IW2-001 � I 11 I I I � I r � - . � I I . I I I . - � . I I . . I I � . � I . � I 1, � I � I I , . � I I . I I .1 . - � ­­­ I � - - . --I � - . I . . . I - yv z - V Z, I . � I I � � � I I I I I I � I 11 . I � � I � . . I . I � . - . - : � I � I I I I . I � I I . I . I . . I . I., I I I I . I., I I I . I I � - I'� 1. I . I � I I I � . . . I I I . � I �. I 1 I IW2-03 1.1.1m.l.) � L . I . � I I I � . I .- I I L L � I I I . � I � - I L . L . . L I ,, . IL - . L L I L L I . . I I . . - I I � . L . I I . L I - I I . I L I .1 . . L I I I I L L I � I � I . � I - I L . I I I I I I I I I . I I L I ­ L 1111-1 .. � L I . I I I I L, . L I . . :, . I I I I I I I � � I . L L 1: . I 11 . � .- 1+ I .1 I I � I L � I 1, -1 . L I I I . L I . I I I + . I . I L L . I I I I L I I I I I L . L I I . . -� � r, i � . I I � � I I I I I . I . . I I . I L I I I L I I I . L . L I I I I I . . L . L L I I L I I L --, . I I I I . I 1. L L I I I L . I I . . . . . I I L L I . I I L � I I 11 I . L L L. I . . I I L L 11 I I L L I � I . I I . I Q... r I . I I I I I I -- I I I I I L I 1. L I I � I I � I L I . I . L I I I L L I I I . . ,� , . I I L - I I I I I I I . L I L L I L I - L I I � L I L I I . L I L I I I I I I . I I I . I I L I . � I I . I L I . L L L I L -- I . . I L I I L I L I L I I -L I L I L L L I L I + I � . I L . I � I � . I . . I I L I I I I L I .. I - I L I I . L . . L I NOTES: I I . I . L , I I L . L .. . L 1. I I . - L . L L� I . . .. 11 � I L I L I I L . L L L I I . I I MEGALUG OR I L I L I L ,� I . I . -- -- I � I . I L i I 1. . I I I . I - I L - 1 4 1 1 1 1 L I I I I 11 � . I � I - . I . , L - . . L . I . I SETSCREW � A I L I 1. , L I I 1-1 1. FURNISH AS SHOWN ON PLANS PIPEL I . NOTE: �, I I LL . L . I . L I L L ­ - I � L ,- L I I . L L ­­.­ AND ON ALL VALVE SIGN POSTS. NE I L . L . I I , I I I I eo"* I + L . . RETAINER L 10' I I I I I I ,BLACK I I I L 4W,��NING SIGN L MAIN LINE L . 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY . I I L ,--GATE VALVE NOTE: I I .1 L I I I I I . I I I I I I I . I I . I I . I . .... . .. _ I I L I I I I � I . I � . I I . L L I TEXT---,,, 2. -SIGNS TO BE CONSTRUCTED . L STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION I . I I WIVALVE BOX I . FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE L I I I I I . I I I L I L I I I . I'll 7 �� L � L . I FROM 20 GA. STEEL BAKED ON L . ... � . . . � I I !OSSING SEE 0 TY . . GATE VALVE , L it L I I CATION FOR WATER AND SEWER LINE CONSTRUCTI 1 N I I . . I . I + . I I I !I � � I I L . I I � . I . I W/VALVE BOX I I . . L I L I I I:N7G] I . 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. . I L J! I � � L V r i . � I I I L 7 �, 7� _UNDISTURBED : I . I 1-" N:A:R:N: ENAMEL FINISH. FURNISH ONE , '. ;� , V . I L I I � . STANDARD SPECIFI I � _ I � 1. i� "", �� DIRT . L , L I I 10.1 WARNING AND ONE VALVE SIGN "I L I I � , . I . � I . ­ I L I � 1 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL 61'Imfilt-ICA I IONS. . I . L I . I I I _e�� I � . LL . . I I I UNDERGROUND PIPELINE AND ONE POST FOR EACH VALVE . . 1 3. DRY BORI I I L i � ­ I 1 24" IN. ?.,.' * ..... .,.+. I I I I L I . . i,. �, I I � . � � L L . L - NG PREFERRED WET 13ORING ALLOWED ONLY WHEN APPROVED BY , I . L I ' L L ' I I L I I .1 L I i L L I I ..; I CONTACT THE CITY INSTALLED AND AT OTHER .­ 11 I + . I L I THE CITY ENGINEER. . I . L . I I . I L I L I �- � 1 3. DRY BORING IS REQUIRED. ... / . I ,� T.� . I I I . . , L L . . I I . I I . . 1 � L � � LL -� .I.. . I . , 11 BEFORE EXCAVATING L LOCATIONS AS SHOWN ON PLANS. I 11 '+,,' , , ,� , �.v L I L I I I L I I L 1 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE JES TOL . I I L . I I . L I I L I _ ; I I ' L I , ;;i'l . I I 1 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO L L 11 I � . . I I L -END OF LINE . I I � FURNISH SAME NUMBER OF I ; I . I L I L L L L THEMAINIT� IN . L 11 L r-------4 � . � I I I WATERLINE CAPIPLUG YELLOW I I REPLACEMENT SIGNS AS FOR EACH . I I L WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL . TEE OR TAPPING WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE TH PARALLEL , L I I I I I . L I I I I I L I L I I 11 . I L , I U _L I - INSTALLED (OMITTING VALVE , . L I MAIN. L L I I I 11 � I I I I . I I SLEEVE & VALVE MAIM. . � I I 1. I � I 11 . I . . f0ftloo"'11 I L I I L . I . - '­' I . . I � . - 4' NUMBER ON VALVE SIGN) � . v , 1, I �- M. J. TEE I . I I . . I L I I . 0 L L . . I I I L I TEE OR TAPPING , L � It . - . L L I I . I I . M.; ­-`.,�. I L I . . . � ' I I I I I . . . I L + SLEEVE & VALVE in I I I I :1 - . . AS REQUIRE 11 I L I � I I I L' .1 I L . , . L I I I L . I : . ,,--,� I I I I , OR CROSS I L � . I . A , , . I I . -... : I � . (NOT A SEPARATE PAY ITEM) L � I I I 1 2'-O" MIN. . . I I : .. ::: : L � . I . I I L I . L . -0" MIN. . I - . ENC SEMENT . , . I I I i I . :. . . L L I I I I L I I .1 L I - - - T . 2 1 1 1 . I � I I I � -1 - . AS REQUIRED � I I I . - � , . 7 VALV . I . I I I I . I L I � -- - L I WATER LINE L L � L . IL - I I I . + I L , I I I . L I I L I . � . I I . .L I I BEDDING SAND I . I L I . I . 17", NO. I L L I . I I I . .1 I L OPEN CUT �! 11 L L I . . . I I I I . . I I I L I L I L 11 I L . . I L . L . I . L L L I I . I I I . L . . I I 3'X XX 6" '- . I I I . I I I L I I . I , I L I L LIMIT . L * OPEN CUT I I � I . I L I I 1. . L I I SHOULDER VORIES , I IL . 11 . WATER LINE . i L . I � I . IL I I . � I + L I � � 2" 13LACK PRESSURE L L L L I L LIMIT L I . I I . � L � I I I . L , . . . L I I I L I IN TOBEADDEDAFTER L L I CONCRETE SLAB L L I I I . -e WIDTH OF PAVEMENT . . I I I . I I L . I I I . 51-01, , + 51 1 1 L I I I � I I IL . I I L I . I L . , L I I I I � I - I L . I I I I I 11 - - ­ WIDTH OF PAVEMENT L -01, I I I 11 I . . I L I . . L. I m ,. . I I I L I I MIN. � I MIN. I I DIMENSION FOR CONCRETE 11 L . I I I I , . 11 . I .. 1. . I I I 1, L � L ,r1----==== -1- I I I . � . L . . I L I . . I L IL 7 1� I I I I NOTE: . I I � !. . L I I � I 11 I BASIC SIGN HAS BEEN ., I . ­ I I I __ I I 11 I I L.- ,I I I 1. . + I I I I L L I I I I t L ­.. � I � I L I L L A , ,,----� PAINTED. , ...,I '. , ., 11 I L + 24" L L L I I WHITE I 0 1 I . I L I I '. . ,.; . I I I L I ­ I � ...... ... :-L-.---, ­_­1.i1­­­i­­, L, 7-jim L 11 I ., L ­ . . - . +. . � + I I I 1 11 L . 11 L 1 �7! 1 VARIES WITH WATERLINE SIZE RAW . I ,+ ".l :; , � . I L I 11 . . L I --ill--.1 . - I .� , - - ­ ��� L I i L I I I . . I I � . u I I I I I I , '. I � 4�N,� I I . � I I . � I I . � fr--"."' -, - I � I -­ * � - Xf I � � i I I I I � I I I ell', � I I . I I I r � . � I - I I . I � I . I - I � I . I - I � I � � I m ­1`1111!!�-�11 I �. . I � r . I I I 9 .1 I I . - � I � I . � I � I I I GATE VALVE . � 3'-O" MIN. I . �, I I .PLAN VIEW I I I . I \-SIDEWALK MAY fi I I I '40 I � . - r I � I r , I w . I I I I � . MJ PLUG - m - - . I I I I � I I I � r � m I m .. : � � .M- .., � r m I I � r � BE OPEN CUT r . GATE VALVE m W-0" BELOW DITCH FLOW LINE . � 11 m � � m . � ' r r � . � . . r I r m m m m m I ", , ­. � I . m r m m m I . � I r I I r . ,� r m m I m m � �� � r I I . . m m � m mm r . ­ I �� r � m � I . I � � I I I I I . -, . ..... m r I I I � m -- =-�- - i � 0 BORED AS � . m I � r m .1 I m - I -mm mmmm - r I I r � I I I I I I I I r I I r I m m r � I � I I I . m I I . m r I I PIPELINE WARNING SIGN � � r � P DIRECTED BY I r � � I I � � I I � r I I I I . I � . . m I ,� � � I - I jr I � M, . � r r . THE ENGINEER I I m r I � � N I . r I I I I � �� . � m mzz r I m I I r STEEL CASING-] - -- �m V I � m � . I I I � � . r . . � I I VALVE IDENTIFICATION SIGN I r. m � I I I � I I I I I AS REQUIRED � IER PIPE j I I . I m r I [ . , m I ". I � L m . I r I ,� I I 11 I I UNDISTURBED DIRT � COMPACTED m I � I I V.0-- V&� I �, I I I I � � � m � CARR . m m � I r I � I � I : . STE L SINGI r CARRIER PIPE-/ ' r r I r I , Im I I � , � I m 1, I I I I r SELECT FILL � . � I I I I m I j I � - 8' BLUE, HEAVY DUTY, WING I � � I I r . r � � I I I I m I � � � . � � � I � E CA m I � I r . � ,�m � I .1 I r I "VI r I � .� I � I "'­�,,�', I r CHANNELPOST m - VALVE BOX AND SHAFT EXTENSION I m I . I � r I � I I I I �m m Z ;4 1 m ­ � r I I I m I I r I I I r � � m '�11!k -. m ii 1; m I r � I I - I � I I r m � m I I � I � r I I � I Q� � I I r m I r m I I � � ., ,4 1 r r I I I .. I r � [--- 4'-O" CAST IRON VALVE BOX COVER I TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING I I 1 kh� - � I m I 2'X 4'X 6" - m m � � � f If."mm � : m \ CONCRETE S � I I EV �4 1 . � � -- ­ - I ��, m- � AS m I m I I r 00 r . I � m � I I m M. ,1 'M .­­ m I r � I X4'X 6" CONCRETE SLAB � I . I . m � � - . I I r I r I I � m � I r 61, f ­ , ,,, � m I . I , .;.,. � , I I I . - I r r � r , I m 11 I . I _ � m I I r r I I m I . . . 11 r I m � r I * � m � . I m . � 711 I N 7 7 7 N \ -/7 \ I I I m � � IW4-0 r � I I m . . .. . � I I I � � SELECT MATERIAL I � I I I I ��� m � m r � I I .. " - m I I z ,� r I r r m r � D I- I m I r m � r m I I . . ­. , -, .:. �-.-,.. I m � . I . r r � I � OR I I m I r I I I � ^ I I . . , I I � 11 � � I ,r I I , � , TERIAL EXCAVATED FROM THE I ORIGINAL GROUND I m � I � I I � � r 1%� m m - - I I � I r I I I --- , � *1' - ­`­ .,-" "' -'-­­ -, m .... - m - � DITCH VVHICH IS FREE OF I � I r � I � I m 11 r ,......,........ .. -* I . � R I m � I . I I I ,.:. ...Im '.... . . �.-..-,- � m I NOT GREATER ,' I I I R C 8, LU PS CLODS OR DE � I BOTTOM OF SUB -GRADE , 11 . � r I I I I I I I , r I I I � .. .. . I m , I I . BRIS LARG R THAN TWO (2) � m r . m � . - I . I r I � . - * . , , . � I .* . I 1-11 70 r I � m 13ACK FILL - � � . I r ENSIMCOMPAVIEUTDA . 11 , m I � r ­ m I � f OTES: Im � I m m . r � I �.) I 11 .. :�,!.',-: `--�-.-.- , , , . � m � � , � I m I r .. .: :.1:­..�.:..- , '.,. - I . m I I I . I I :��, , I I I I INC E INTHELARGESTDIM . I r .m � � � I I � � I I I I I � � . I r r � m :*"." - . .. . ­­ , I I I I m I I I I - . � r - I m � I I � I 11 m r I . - I (�-� -, � .1" I I I I I m . � � I I m I I r .,.,. - ... �­ 1. .. .. * -.. .. ... .. ... r . I I . I I ' I . I . m -, F 90% OF MAXIMUM DENSI Y AS DETERMINED BY . I I I I I r r 1 - FOR BEDDING AND TRENCHING WITHINALL EXISTING I mm .rr ;Lq - - - � - ".'r-'.. - ­.. . I . � m . � I - � : . . 1. ' , .'� .. " .... ... I � I AMERICAN FLOW CONTROL TRENCH � 6" DIP WIRETAINING - -, "y 11 r A 698 STANDARD) AT A MOISTURE CONTENT WITHIN m I � I r I - I m I r � r � : I.. . I . I m � m I I r m PAVEDAREAS, SEE DETAILS FOR OPEN CUTSTREETS. � � M. . - �::. . - - ... . . ..:.:, m . m I I .A, I � � I . m I I m � .. . . . ... ., : :- ADAPTER OR AN APPROVED EQUA r I ­ � OPTIMUM T +4% OF OPTIMUM UNDER NON-STRUCTURAL I � I,- a il­ m� 0 m . - ." GLAND AT BEND AND � m � m I I ,­.' I � I. THISNOTEDOES � I � r -:'It, , ,:,., *,,�', . � *. �*.% .. - -.1 . L . - 61 m I . I . m .'��`,.'.*-�.;,M:.Ill ;.-m,.---*, .-`7�1.;.-�'.--15� � . I j 4F-071, S7 i I � m r : ',*-', . '. ". I � I . � m M r - I , m I I I r 11 . I I :,:, " . . :1 - .. .., .. . - ...,I � 12" MIN. PLUG. I I - I � ' r �p I � I I AREAS V. -YARDS, PASTURES, EASEMENTS) AND TO A I I �r . I � .�� . .. r � F- m I I I I :..... .. ..,;, '. - I � r ( r . . :. - � 17 . m I I I � I I � . I � m 2* � . T Y S e I S RECONSTRUCTED. m m , � .� *! . . . . .m . ­­ � m . r ,r . . I � IMINIMU OF 98% OF MAXIMUM DENSITY AS DETERMINED m r -1 �, , - r r I '-(�) SELECT MATERIAL � - � � � ,� I I I I , . . I I - m r I � I I I . r r E , . � 0 r � 1, BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN � , , r 11 �,,'�!­Q�q,'�'�`�,f, � m � _ . � . 2. EVERY 100FEErpRoVIDEA WATERSrOPBLOCK � r I � 11 I � � - � " I . I , - I . I I . I -1 m � � r � lmr,�1.sii` -11f, "I'l." � � I I ... I � m I m ­i­�:�---.,,g, :.. .:�, !. :�.;:�;., r � : I : _j 'Poi I "MoNll'�--`., 11 , � i . I m r . r OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS 1� '11""Z, r m. ... COMPOSED OFCEMENrSANDORNATIVEMATERIA1 m � I UONCRETE r � I � , m : . ' .' I I � I I � 11 I � m . r , I m �� I " I r .1 � I � ��.*�..­r­­­..­ (& SELECT MATERIAL .,�­­ ...'-. DEPEA(DIJV00NEMBEDMENT BLOCK SHALL BE6 FEL -7 , I r I r m I SECTIO]VA-A Im r I � - . I . 1. .., I � R:t m AND STREETS TO BE RECONSTRUCTED. I , m i r -­*� * " `­& CEMENT STABILIZED SAND r I I 0 1 , , � . � I d .. - -, I I . m 1 8"- 12" MAX. ;..,..,�..*.',��'.--.-*.�*:...,�-..-.'.'.-.*.-.�i.--.'m-"f,.:�.M.,� � , .: -,,,*�: �-'-.,.----­-: m � * ­:- -m ` .- .. .: 4 .1 I -- .�,, � I p1b � r m I � � _ . IN L ENG TH. NO BEDDING SA ND /N rHIS A REA, .. m r � � m � "", "" .1 � . I :�:m".:...M...".,.:��..f.".:.,:,.�'.-'.', I � - " MAX. ­....­.. .: ."-� -` r I I � r � I I - I I:., *r � 8'- 12 �': �m: ...... i�....*.­..'..,'­� m � � m m I - r m � r I I . I ///\ A-,;.. /,'/`,, /\ � r I , r I I m , � � m . I . I I � Im I m I ­ THRUSTBLOCK-J *//\ 3 ,r I r I I . @ GRANULAR MATERIAL I I m (�) (MANUALLY CONSOLIDATE � r .� r ;.:�.:.�...:,%j:�--.: �:-: ZANUALLY CONSOLIDATE I I � - - I . m I I I � I I I I , I I � m � I I � m � 7- � S. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL I I I I r I I r I � � I m � I r , 7� ,q, r, AT OPTIMUM MOISTURE) � - ,-- @ T OPTIM . � � I I I � I I I � , ,,a I m m . -1,- I/ :;:-.;� . BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS � m I I � I � . r � ,r. " � � m .�,m�: -1 MN UM MOISTURE) I r r I I � r . � � r , � m r MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE � I mle.4:.i I � I m � � , " m I I � r � � I m / / � ,.�'. � I r ,r, I I ,, I FOR PVC PIPE. I 11 . I I � I . ­ M r m r r RESTRAINED JOINT 1 6" M. J. ELL PLACED ON I \/// / /\\ r I r OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC I 11 � I I I � � I I I , ..,:� , � "l,-,,--. i , � � m m - r I I I � � � I � I i.:,:., I I m I I I I :.-m' ; �,.:, . r m . 11 � m I I I m I I - .. � � . , , m r I � * NOTE: � m ,,­­`.:-,�:� .:,., I I . � . I .m m m W/THRUSTBLOCK � UNDISTURBED SOIL , I MATERIAL AND WHICH, WHEN TESTED BY STANDARD m . . M. . ­. I I m � � 1 -:.-.3 1 1 . I � � . � � � - : -m: . m I m m I m I I � r I I I m r I INSTALL ANCHOR COUPLING � r 4' '... T- M...... `,*m, �. el., � I r I .-,­j-:r :.�.­��­".,'*.'­ I � 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE � I � m m � .. . . COMPACTION WITHIN LIMITS m LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: .. � . . M. ­.- I I I � � OF ASSEMBLY SHALL BE 95% . � AND REDUCER AS REQUIRED r r I m I � � m I m 4" . I.r... ": :-il - � I . � SHALL BE IN ACCORDANCE WITH ANSIIAWWA 0150/A21.50 I r I I I � I I I r MAXIMUM LIQUID LIMIT, . 'r AS � r � I m I . �-.'-*;, , '�-;.,; - ..7, -� .... I . � � . I m � m m � I � , m � I I r I � - I r I STANDARD DENSITY PER � I I I I � I I I I � - m MAXIMUM PLASTICITY INDEX 6 UNDISTURBED SOIL I _r m I r - ­­­ ­ ­ "-� UNDISTUR13ED SOIL � 1 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL I . I I I - � m r I I END OF LINE BLOCKING � ASTM 0698 1 r r I -I--] I I � rrrr I I I �, I I m� I r I . r � r m m m I I . . �. � . m MAXIMUM PERCENT PASSING NO. 200 SIEVE -35 � I � I I r I TAMPING, m I I - m m I I m I I - I I m m � I I I m - 1 m� � m 11 m m � m I I r., ,IN-LINL BLOW OFF ASSEMBLY m � m I I MINIMUM PERCENT PASSING 314" SIEVE ­ mmm m m 100 r I I .D. � I I I � 17] 0. , �- 11 r I � r 6. RELATIVE COMPACTION SHALL BE TESTED IN THE I I , � I m m I m I � I � m m � r r r � m I I I � NOTE: r I . m K� - I 11 I Im I I r � � r I THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL . 1 6" MIN.112" MAX. PLACE METAL DETECTOR r I . 1 6" MIN.112" MAX. , I I ,,PRESE m NCE OF THE CITY ENGINEER' r I Im � I � I � r � I m - I I I I M. -.Mmmmm IW3-0 1 m I m � I NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. m TAPE AT A MINIMUM OF 24" m � I .. I � I : I I 'S r - � r M � I � I . * r I . EMBED COPPER LINE IN TAMPED SAND FROM r BRONZE INSECT SCREEN I r I � r I C � r I � I ,� � r r � � I I I I I � I � r I I m � I �. ABOVE TOP OF PIPE . � I � I I r I � 7. DUST RESULTING FROM THE CONTRACTOR � m I . : I r � I "I'll �1 , r : � r I � I I UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH m � W/S.S. HOSE CLAMP I -;la-GALV. ELL ­ � I m I � I m I I . ­ PERFORMANCE OF THE WORK, EITHER INSIDE OR � � I I r , r, I � I I � I -ST AREA r r OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED � I SIDES OF COPPER PIPE. � I . � , r , � 1 1:5�. 1 1 m I I I I � I � � @ CEMENT STABILIZED SAND I NON NXTETRAL , I . S TO BE PA VED I I I r � I � AIR RELEASEIVACUUM I GALV. NIPPLE-, I I --REMOVE AND DISCARD I r I I I . . I r . I � I I BY THE CONTRACTOR. I I � I I I I r r - r I I � � I m � m I I ­ . I . � b I r I � I r I � � I � I I � � 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" I � � BREAKER VALVE . I . . . ir- AFTER USE 1. I � I .. I 'r I r m � � � I � . m OR SM�l TS TO BE 1 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY � r. I Ir r I r r SHALL INCLUDE ALL MATERIALS, AS SHOWN IN I VALMATIC MODEL 1 01 (1 ") 1 2" METER BOX WITH I � � MJPLUG I r , VALVE BOX AND SHAFT EXTENSION I � . I � r ARFAS r m m r r DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. I OR MODEL 102 (2") OR � I EXIST. GRADE I r. 11 I rr r m m r � I I I � � I m � PAVING OR PLATING PLACED AT THE END OF EACH I � m I m m -01, I I I . m I I 1 4 011 m I . . . . I I I m � . r r � � I r I m I ­ r Ir � r I APPROVED EQUAL I CAST IRON LID I I I . . CAST IRON VALVE BOX COVER � � . m m RECON5MUCTED � WORKING DAY. . I , � I I m � � r . I r � r m r . � m I I r � I I � I � I I m , - r r . I r m , � . I � � 3. PIPE SIZE SHALL BE 1 " OR 2". � m r I I I H. 40 GALV. PIPE I r m . m I I m r . r I I m � m I I . I I m � � I.. m . � I . � � . I I � m . I I I I I m Im m I I r I � � � I I . � m � I �� m � � � . . I I I I r � m � - I I,., --SC I -- ,- 2'X 4'X 6" CONCRETE SLAB m I I I r � .1 I I . I . � . 1. � I m � I r r r � I � I � m . I � 1 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY m I m . � I I � AFTER BLOW -OFF . -7\1 /\\ .:� ", � . . , , �- I r r m I I � � I � I I ,r I � I � I . r I � m I I I I I � . I r r , ,� � I C r r I I r I m ' r I � r THE ENGINEER I I r . � . ,� r 1 1 /INSTALL MALE QUICK I � :.m.1 1-,.., . ., .. m I . r � � m I I m m : r Im, I m I I I � I r � , I � r r r m r I r r m I I m I . ITY OF BRY I I m � � m m � EXIST. GRADE m I I CONNECTION & CAP I I � � 1, AMERICAN FLOW CONTROL 1. .� . I m � I � m . I BEDDING AND TRENCH. FOR DI. PIPE & PVC I I m I mm I r � r I I � . . r � m r r r I � m I I , I TRENCH ADAPTER , I , r I m . m m � I I � � r � m PIPE m �, - � -1 m � � I � _ r : � . I HOT -BOX POLY ROX � � � I I I I r . . , --"y OR AN APPROVED I m I r � � I I I � I . � I The GoodLde, Tex,%5 So 'e. I � I MODEL PHRI (1") WITH r I I r m . � m I .., -im- ----I- I ----- � � I . � EQUAL r � � I � I I � � � r . I .1 11 1 � r . . I I .� I - � r I � I I - m . I I I � - I � 11 1. I .1 ,� � � I � . . I m I .m � r r , ,r � r m � � � � - --- . r I � . � I I � r � HEAT OR MODEL PHR2 (2") " ' ­ . "I'll" I r I I � v ,v - BRASS BALL VALVE 'm 1 I I I , I I I I I . I . I I I r I r ,r , r r m m I r � m I � �- � . r r , - -m � I L 11 Im I r .1 m m I M r m I m I W4-02 I I I I I 11 r I I I � . � m � � I � I I I I � I . . WITH HEAT OR APPROVED r r I ,, PIPE MATERIAL ', I � � m m I I r � m . � I EQUAL I \ PI � � � . � I - m I r � I . I . m m I I . . m I . m I � m I � I r IIRKON PIPE THREAD . I I MJ TAPPED CAP I m � I r . I � I I I � . r m I . r � I . I I I I m � I COMPRESSION FITTING r m r I � m I I-' r I r I � I I � m m 11 r � � ,r � I I I � I I r � I m I � r I . � I I I I m � I m . GENERAL N TES . o I �. � I I ,r r I � . m m� M- � . r � � I AND BALL VALVE � � - BRASS THREAD PIPE . � m � 31 � � I I I ­ I � I I m � I . I I I � . � m I I I r 3 m I . I I I I I m � � �m I I Im m � m I - mm m , r I . I . � I - � m I I Im r I I � I � � � . I I , I I r I r r I � I , � I I ,----' I I � I I r I I r I . � . I 1 4" X XX XCONCRETE PAD (FOR 1 " PIPE COPPER EXPOSED TO � � I I WATER I . r m � m r � I . m � r � I I � m I . m m r I m � MAIN . r m I � I m m I I . m r r ,� I I m I I � I �� r I 11 I � 1. I ,I 4"X S'X TCONCRETE PAD (FOR 2" PIPE � r CONCRETE SHALL BE .BRASS ELL � I . . I ) I � I I . � � m � � r � ALL REAS WHERE EXISTING VEGETATION AND GRASS COVER m m m I � I r I � � I I SLEEVED WITH APPROVED r I MJ TAPPED CAP � 11 � I I I � r I r I I I m r � r � I � I r r , HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY � m . I � I . � � ,COPPER PIPE SLEEVING 31 r / W 1111111-11 -------------- /77TTr/7Tr;7?- I � m I r I I m m m r I . I r r M I I I � I I � . r I I � BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL I m I m I . m I m I I � I I � =======� CONCRETE BLOCKING TO m m r I � I � m I I GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHE . . � � � I , I I m m r � I � � ) I � � . I � I r r � Is RE GRASS . � I � I . � m BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLA I I � I I . I � � - . � . I m I PRESENT, BLOCK SOD WILL BE REQUIRED. 13AREDAREAS . � � r I - ­ � � � TYPE "K" COPPER TUBING I I I � ) CED ON CONCRETE BLOCKING TO I m r m � I . I I r � m m � I r SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF . I r � m m DETAIL W3-00 r MAIN I . UNDISTURBED SOIL BE IN ACCORDANCE WITH I I � I LAST�DISTURSANCE. . � I I � r I � I . ) - I I I ­ DETAIL W3-00 I I � . � � r I m � I m � I I I � . m � m I I m �� r I'm - I - I I I � I I I r k I m . I � I � � I � m I I m r r m I r I --------­177TV77'T� r r m I I � . . - �� m r I � I I I r r I APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN BY: C.L.M. r I �/ I TAPPING SADDLE W/ � m I m I BRASS NIPPLE, 11 I m It I I I I I I I � � � I I m . . � . DURING THE ENTIRE TIME THAT EARTH HAS SEEN BARED BY I , r I I r . I � I I . I I � � I m I I m m CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: � I / CORPORATION STOP. � r ,, 4 END OF LINE I m �r I ­ �r� r . I I I � m � I - r I . I � VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS . 08-01-12, . I � 11 I r . m I - � r m I , r - � I m I ,r . . rr I I .� � � � I I �m - . r � COMPLETE AND THEN REMOVED BY CONTRACTOR. -m-mmmm , I r . r I I � I � � � � I ­ I � - . I I r r I I m �m�� mm - � I I I r I � I I m I � I r I r r r I SCALE: rN T S � r I � r m r I AIR RELEASE VALVE & VACUUM CHECK VALV 7- � r , 2" r BLOW -OFF RISER- BLOW -OFF I I r I I m I - � MALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF � - I r � I I � � r m I � I r I m I SILT AFTER EVERY RAIN. I� m r I I � m I � m I � . 11 I m . � ,r r r I I � �� I m � I .. � � � Ir I � m I APPROVED., I - -L!' I W3-02 I � ' r - r �. � � � , �� I � � I � r I � . I r I . m . I ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. m . W. P. K, I I I I r I I -m � � r I � r . I m - IW3- � r m . I I . I ,� 1. I . m I r I I � � . I � � � 11 � m I � I I � � r � � m �r � I I r � � . r . � . I � I I FIG U r R E : � , I I I I . I rr m � r � � , m . r . - Im 1 � I I � I m . I � I . r I I r � I r . I I .1 I r m � � . � ------.I- - m � I I m I m � � m m � m I I � r . I m � I I r . I I . I r I r I I I I � m I I I r I . . m . I � m � I M r I I r I I I I I � � r r r m �A n n ,q � ,ncvnriwrun� JUIN 1YlY .. V - ALVES SHALL MEET THE CITY SPECIFICATIONS T A 10 OR VALVES. ALVES. 6 T HE RE SHALL ALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE x 3" LongC38-23-33/4" C38-23-3 x 12" Long38-23-121" C38-23-12 0533.0"4'-6"12,000 44-2-6251" ffLl.1WEfGflTH1DMC- C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 DMC-CS4 4"0"4.- 2" Meter Nipple C38-77 ,�6 :- 12 000 DMC -CS 6"6 0" 4'-9'• 12 000 METER NUT SIZE 3/4' x 2.5" longjFCC FORD PART NO. C38-23-2-53/4" x 3" LongC38-23-33/4" C38-23-3 x 12" Long38-23-121" C38-23-12 x 2.625" Long38 44-2-6251" x 8.5" LongC38-44-8-5 C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 � 11 VALVE o 1 Q~i I r I T)nTTRr.F' �FnTrTr� II � o�'� i I I Il 1 I I' - Nu 1 vr% rvlrr�t I I I l�l. I (4Y ei � (6Y (7N L(nly -- METER NUT SIZE 3/4" x 2.5" Long FORD PART NO. C38-23-2-5 . 3/4" x 3" Long .: C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BEIM-66 2" Meter Nip le C38-77 2" Meter Bushing BBIM-77 %a%tultz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764:3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED, JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-275 OCTOBER 2013 j SITE SPECIFIC NOTES• �- N AI NO �• _ T 1. THE OWNER OF THE PROPERTY IS. HEAT i H PHILLIPS INVESTMENT, LLC. T - HE SUBJECT PROPERTY IS LO T PROPS T 1. THE CONTRACTOR L, » 1, BLOCK 28 OF _ SHALL BE RESPONSIBLE BARRACKS II SUBDIVISION P NSIBLE FOR VERIFYING THE EX � NO HASE 300. PROPERTY ACT LOCATION OF A TE. ALL CURBS 6 IN HEIGHT IS ZONED PDD. UNDERGROUND U ALL EXISTING. TILITiES. NOTIFlCATION OF I HE UTILITY COMPANIES 46 .HOURS i �, N ADV UNLESS NOTED OTHERWISE. ADVANCE OF WI E. CONSTRUCT ���N® 2. ION IS REQUIRED. STEEL REINFOf� * THE DISTURBED AREA FOR THIS PROD Q CING BARS ECT IS 1.22 ACRES 53 2 I ( . 38 SF). . DIG TESS:800 34 - ( ) 4 8377 R3 CONCRETE PAVEMENT 3. REFER TO GRADING PLAN FOR PRO ATMOS ENERGY: _ �- PROPOSED CONTOURS.. (979).774 2506 " 24 SUDDEN 2 4 a LINK COMMUNICATIONS. 979 595- 1/4 R » » .a _..,. .• a -. .Ar.. _ < �- - • ( ) 2429" e e 1 4. DRAT NAGE INFORMATION AND DETAILS WILL BE PROMO - T � - -a '" •_ ;;=.,,.1.� • • _ e ...• .' ED ON THE DRAINAGE PLAN & DRAINAGE REPORT. R (979) 821-4770 6 4 BARS @ 18" C C a `. _ -s —; Ta -ac- ---.- X N # / VE IZON _: , .. :....a ^°.: s a+. 5. LANDSCAPING a : G AND IRRIGATION DESIGN &ANAL 2. IT IS THE RESPONSIBILITY 0 3" 3" » ANALYSIS WILL BE PROVIDED ON THE LAND do L F THE CONTRACTOR TO USE WHA 3 R IRRIGATION PLANS. LANDSCAPE O WHATEVER MEANS NECESSARY TO MINIMIZE » 1 5" FROM LEAVING THE PROJECT SITE. / , ER SION AND PREVENT SEDIMENT FR OF A CONSTRUCTION EXIT AND 3R �.'.'.'.'.":'.'.'.'.'.'.' � THIS INCLUDES THE INSTALLATION 7 _TSILT FENCE AS NECESSARY. 6. THE IRRIGATION SYSTEM MUST BE • APPROVED AND INSTALLED PRIOR TO C.O. VARIES 3. THE CONTRACTOR IS RESPONSIBLE OR F INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONSTRUCTION JOINT --"/1 » 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. CONTROL DEVICES. INSPECTIONS SHALL n » BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT 6 LIME STABILIZED SUBGRADE OF 1/2 OR MORE. THE CONTRACTOR S HALL REMOVE ALL MUD DEPOSI 8. THE SUBJECT TRACT DOES NOT LIE W TED ON THE ADJACENT: ' 6" » � (THIN .THE 100 YEAR FLOODPLAIN .ACC STREETS AS A RESULT OF THE CONSTRUCTION EXTENDS 1 OUTSIDE THE INSURANCE ACCORDING M FEMA FLOOD TR CTION OF THIS PROJECT. » � EDGE OF PAVEMENT) RANCE RATE MAPS FOR BRAZOS COUNTY TEXAS AN - 6 1 ,. » » D INCORPORATED AREAS. CO i /2 3 " n „ COMMUNITY N0. `I 3 3 * _ 480083 PANEL NO. 30 2 X-5 OR 6 AS SHOW 5E. MAP N0. 48041C350E. EFFECTIVE DATE: MAY 16 20 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN T - NON THE PAVEMENT. PLAN � 12. HE TPDES GENERAL PERMIT NO. TXR 150000 � • =#4 BARS 2" � REQUIREMENTS .FOR CONSTRUCTION SI , * 6 PA — 9. TES. PAVEMENT #4 REBAR ®18 O. C. E. W. ALL RADII AND .DISTANCES ARE MEASURED TO THE B ACK OF CURB UNLESS OTHERWISE NOTED. 5 PAVEMENT 4 REBAR PERMANENT VEGETATION WILL 8E ESTABLISHED ON THE DIS ® 18 O.C.E.W. TURBED AREAS AFTER CONSTRUCTION 10. ALL PAVEMENT SHALL BE CONCRETE. R COMPLETE IS * REFER TO THE PAVEMENT PLAN FOR P BY HYDROMULCHING AND SEEDING ALL DIS I CONCRETE PAVEMENT PAVEMENT DEPTHS.. DISTURBED AREAS. - I " 3. SHALL BE CONSTRUCTED PER DETAILS. ON FIGURE ST 11. ALL UTILITY LINES w AND PER 2012 CITY OF CATER, GAS, SANITARY SEWER VE I 6. ALL CONSTRUCTION SNA BE R ZON, STORM SEWER, ETC. SHOWN ARE TAKEN LL IN ACCORDANCE WITH THE 2012 CITY `. TEMPORA - FROM BEST AVAILABLE ) OF BRYAN/COLLEGE STATION A A LABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY STANDARD SPECIFICATIONS AND DETAILS FOR WATER �° TEMPORARY CURB .DETAIL 4 BARS BRYAN/COLLEGE STATION STANDARD SPECIFIC TY MAP DOCUMENTS ALL coNSTTtucnoN SHALL BE WITH THE CITY COORDINATED ® _ # SPECIFICATIONS. OBTAINED BY FROM CITY &INDEPENDENT AGENCIES AND/OR ENGINEERS OFFICE. N.T.S. _. : / ABOVE GROUND FIELD EVIDENCE. SHOWN ; _ " " POSITIONS MAY NOT REPRESENT AS -BUILT CONDI - 3 4 X 18 SMOOTH TIONS. , / TYPICAL CONCR T E E PAVING SECTI - ON 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD EXPANSION DOWELS9 CFR PART 1926 SUBPART P FOR . N.T.S.NS12. PROPOSED SIGNS SHALL BE PERMITTED SEPARATE TRENCH SAFETY LY IN ACCORDANCE WITH THE UbO. REQUIREMENTS. , 3 , : ALL TYPICAL ELECTRICAL CAL CURB DETAIL ICAL IMPROVEMENTS SH 8. TH ALL BE PER COLLEGE STATION UTILITIES S E CONTRACTOR SHALL REMOVE THE EROSION 0 RECREATION AND PER CONTROL MEASURES ONCE GRASS IS ESTABLISHED THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN ' _ > N.T.S. E LGN FOR BARRACKS II RECREATIO u S N CENTER PROJECT. CSU ELECTRICAL CONTACT- ELECTRIC PROJECT9. INLET PROTECTION COORDINATOR TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT CENT TO THE CITY OF COLLEGE STATION. UTILITIES. PROJECT SITE.. 9- - 79 764 6314 10. CONTOURS SHOWN -ARE FROM FIFI_n suRVGv neTe , LA I _ i 'I I- a s zmim" ,{ I - --- .r �2' w . r �F .- - �i4 r:,. '^'taf .,, �-�ra� . b .n_. 3 ,� f a< .r5 E Ke. Ie..r rt r L� [ � ii .� . 1� ,. , ," k.:�L. ..� .� L F , v f .. r^i ... ik��i.�M bo -n �. f `� �� .. ..,c v. .� � _. i 5 ♦t. _ n`F I .. Ci���i .s. [6FL ,.. if ���,ry 7 �a , , r Y. I II . _ I 15 P.0 .E.TEMPO R ARYPROPOSED STANDARD I TEMPORARY O RAR YFUTORE 6 STANDARDi CURB FIRE HYDRANT ASSEMBLY CURB t STAND TEMPO z _ ARDRARY RB C UT ! '. ----- — � R_ QCURB CUT STANDARD_STANDARD — I N Y I I I i IICURB_ \ \ _ _ _ CURB CURB� � Q — — — < — — CUT T2 _— _— T2 -9G 7712 , �T2 _ 12 ,. W _ r 12 N W 1 2 2 3 IRRIGATION W 1 _ ATI N 2 j W 12 _ � _ W 1 2 _ I r W 12 _ _ W 1 I 2 I F.. W 12 — SLEEVES TYP s \t" — . I i II 2 F Z M Z t M Z't _M' ZL_MTEMPORARY PROPOSED _ rn W I I I i LAND I SCAPE ISLAND ANALYSIS: S TOTAL PARKING: 90 SPACES PERIPHERAL L PARKIN G. 38 SPACES INTERIOR PARKING: 56 SPACES INTERIOR, I R LA DS N GAP E ISLAND REQUIRED; IRED• Q • 56 SPACES X 12 = 672 SF I l l I' II I I .../"30 I M !STANDARD if 15' P_n F 12" WATERLINE uhultz Enameering, 2730 Longmire, Suite A College Station, Texas 77845 `979.764.3900 TBPE NO: 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERB DLD DLD JPS 13-275 OCTOBER 2013 INTERIOR ISLANDS TOTAL END ISLAND I ADDITIONAL ISLAND # ISLAND AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F, 1 616 360 458 2 8 32 720 i12 3 866 380 506 DITIONAL INTERIOR LANDSCAPE ISLAND P OVIDED = 1076 SF (672 SF REQUIRED) I i LAND I SCAPE ISLAND ANALYSIS: S TOTAL PARKING: 90 SPACES PERIPHERAL L PARKIN G. 38 SPACES INTERIOR PARKING: 56 SPACES INTERIOR, I R LA DS N GAP E ISLAND REQUIRED; IRED• Q • 56 SPACES X 12 = 672 SF I l l I' II I I .../"30 I M !STANDARD if 15' P_n F 12" WATERLINE uhultz Enameering, 2730 Longmire, Suite A College Station, Texas 77845 `979.764.3900 TBPE NO: 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERB DLD DLD JPS 13-275 OCTOBER 2013 INTERIOR ISLANDS i TOTAL END ISLAND ISLAND # ISLAND AREA IDDITIONAL INTERIOR IS � AREA AREA S.F. REQUIRED S.F. P pVID ED S.F. 1 818 360 458 2 832 720 1;112 3 866 360 I 506 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 1076 SF (672 SF REQUIRED) In W JV IvrNG lvmrIV1. ARCA) VUIJIUt VY Imt JlKttl RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 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 SHALL NOT EXCEED 1V:12H.. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. I 5. THE PROPOSED CONTOURS ARE APPROXIMATE ONLY. THE TOP OF CURB DESIGN. GRADES FROM THE STREET PROFILES AND THE DESIGN GRADE SPOT ELEVATIONS SHOWN ON THIS SHEET SHOULD BE USED TO.CONSTRUCT THE PROJECT. 6. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 7. THE CONTRACTOR SHALL FOLLOW THE GENERAL "INTENT OF THE IIIGRADING PLANS. j UlMnD ARC'n i"ITC Tn TUC •nnt.l r. r�..rn..n n. .n..... .... .. ..- - -. MARK REVISION L BY DATE SURVEYED KERR Ultz Eng, ineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JOB NO. DATE DLD DLD JPS 13-275 OCTOBER 2013 THIS DOCUMENT IS PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON OCTOBER 29, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. BARRACKS IT RE Cz� vPATION CENTER GRADING PARKING ARK I 0R I BARRACKS Il SUBDIVISION - PH 300 PAVEMENT LOT I V BLOCK i COLLEGE STATION, TA Chultz. LLU Engineering., w 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK I REVISION BY DATE KERR DLD DLD JPS 13-275 OCTOBER 2013 y I, _ I II II WATER NOTES. i I 1. STRUCTURAL BACKFILL AREAS ARE DEFINED D E AS ANY TRENCH . Y,,.. SECTION I N UNDER OR WITHIN 5 OF PAVEMENT. , 1 I hlit - 2. PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE — - CONS TRUC A TION SHALL BE N ACCORDANCE A E WITH THE , i _ 40 20 0 40 PLUMBING CODE.. CLEAN. OUTS SHALL BE INSTALLED PER -COD _ SCALE IN FEET PLUMB INC E ; I PRIVATE WATER & SEWER LINE SERVICEMATE MATERIALS TO FIRE3. STA. . 5FUTORE EXIST.12n x arMJ TEEHYDRANSACCORDANCE 4++� _ : WITH PLUMBING CODE. T ASEMBLY _ - 4. DEPTH OF THE EXISTING TO BE VERIFIED BY THE cq CONTRACTOR. STA. 2+03 90 STA. — 395. 5�92 12" x 6" MJ TEE 12"a"MJ REDUCER 5. REFER TOPLA VIEW F0R WATER SERVICE LINE LOCATIb 0+00 fit 1+00 "or2 "tlCt2 +0 3 oN I- W-1 5i EXISTINGST G _ IN1 FINELY DIVIDED EARTH FREE OF ROCK, AND WATER LINE EXCEEDING 6 SHALL PLACED BY HAND, AND COMPACTED 12 INSTALL STA. 4+01.98 ar. M6 J GATE VALVE _ rr:,SI AROUND THE CAST BEFORE BACKFILL HAS BEGUN STA.'— o+oo WATERLINE _- TEE &CAP _I EXISTING 2 GATE VALVE . ANY MECHANICAL EQUIPMENT. 4 BLOWOFF ASSEMBLY `2 ' REMOVE EXISTING ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH 8 x 6 REDUCER : , 6 GATE VALVE &TIN , PSI. CONNECT TO EX(S G2000 TEE S. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET 0F BEARING AREA 0F CONCRETE ON o�-s ` UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. , 9. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL _ CONCRETE HAS REACHED DAY STRENGTH. _ ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS L10.� � OTHERWISE DIRECTED. 1 .. PUBLIC WATER NOTES. I - IIILL : i 1. WATERLINE PIPE MATERIAL �. : & 12 PVC, DR -14 (AWWA C-900, CL. 200). ON[) 2,EXISTINGGROUND PROFILE SHOWN IS BASED 0N FIELD oIo '. �- SURVEY DATA. REFER TO FIGURES W1W2 FOR DETAILS. .STRUCTURAL BACKFILL 375 LF Chultz. LLU Engineering., w 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK I REVISION BY DATE KERR DLD DLD JPS 13-275 OCTOBER 2013 0 tic.hultz LLC Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERB DLD DLD JPS- 13-275 OCTOBER 2013 NOTE: GENERAL NOTES; P-^ -'-� 1. VALVE EXTENSION TO BE USED : 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6: ALL FITTING SHALL BE MECHANICL JOINTS UNLESS -r, • p ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND AND OTHERWISE DIRECTED. .P-" -•- • I . 24" X 24" X 6" IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PI O /•: PET A DEPTH OF 28-DAYCO C CONCRETE N R ,I - FINISHED GRADE. 12" OVER THE T 7: HYDRANTS SHALL BE LOCATED NO CLOSER 24" 24" ' STRENGTH = 2000 psi OP OF THE PIPE BEFORE BACKFILL IS BEGUN H THAN X X 6' IBY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28 -DAY CONCRETE WITH #4 BAR AROUND 2: ALL VALVE 4 D AOPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT.I STRENGTH - 2d00 ' ( st ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE D n WITH 4 BA O p D # RAR UN -- E =2 8. IF MAN OF STEEL SIZED AS NOTED, STRENGTH OOOpsi. I VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN ALL VALVE BOX. a AND PAINTED WITH TWO 2 ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT " L - COATS OF METAL PAINT. O 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. A " 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON . TRAFFIC RATED COPPERHEAD 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL OR AS DIRECTED BY THE ENGINEER 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER SNAKEPIT TEST STATION OR OF ONE 1 FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL APPROVED EQUAL ( ) Q 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VIEW -.4 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5, ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL / _ WATERLINES SHALL BE WILL HAVE FULL BEARING ON THE FINE GRADED TIE T VA A IN A AMPro USA LL562 LOCKABLE LID TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR. STANDARD FIRE HYDRAN EACH BELL AND FIRE HYDRANT.' . GATE VALVE VE B . W L OX IVA WATER LINE TRAFFIC RATED COPPERHEAD STANDARD FIRE.HYDRANT A5 REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUAL STEAMER , CH 1 MIN. Q NOZZLE AtNS EXTENSION AS NEEDED VALVE B N N OX PER SPECS.' TO BEREMOVED.BY TEE OR TAPPING : 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE &VALVE EXTENSION WITH A CITY'S ACCEPTANCE OF AS REQUIRED AS I ' . ­ � f '117 / . I . . WORK. . - - CENTERING COLLAR. R REQUIRED TERMINATE i 71 6„. R N ATE 4' TO 5' /q FINISHED GRADE . ..." ... •: " FROM TOP OF B X. - ( - P-7 BURY LINE S ANCHOR 90 BEND A E 'D Q ARIE 2" SQUARE AWWA NUT GATE VALVE EXTENSION WITH W/VALVE BOX z CENTERING COLLAR. , 6" STD. TERMINATE 4' TO 5' 1- GATE VALE STANDARD FIRE HYDRANT FROM TOP OF BOX. ) � WITH SS OL S D. GgTE VALVE i 9 (SEE NOT 8) 6" D.I. OR C969 PIPE + LL AWWA C900 WISTAINLESS v 6" MJ ANCHOR o PRESSURE PIPE STEEL BOLTS i COUPLING . _ CONCRETE , O 14 a. INSULATED BLOCKING I PEA GRAVEL -.FILL COPPER TRACER PVC OR D.I. PIPE TO 1 FT. ABOVE WIRE : : WEEP HOLE ...... THRUSTS�OCK FIRE HYDRANT LOCATION ' ,.,. REALIGN AS NEEDED TEE OR TAPPING SLEEVE &VALVE BLOCK USING 12"x12"x4" BLOCK AS DIRECTED, MECHANICAL JOINTS I AS REQUIRED WITH SET SCREW PRECAST CONCRETE MIN. DIMENSION APPROX. . RETAINER GLANDS BLOCK EQUAL TO ONE BAG OF OR MEGA LUGS .: SACKRETE . 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS GAI I � . �TE VALV� �E E B OPTIONAL (ROTATE TO FINAL GRADE) STANDARD FIRM �+ L & OX HYDRANT ASSEMBLY I I . .W1-00 _1.1. VVI -02 2"• SQUARE x 2" HIGH TRAFFIC RATED * REFER TO TECHNICAL SECTION OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION OR ,-TRAFFIC RATED COPPERHEAD a� APPROVED EQUAL SNAKEPIT TEST STATION OR . e, APPROVED EQUAL GROUND LEVEL i - 90° 24"x24..x6,. I I j,-11 .;.�- �R;J M-: ... 111111il .1 - ZZ - .. . / ­--� 7 -ll, ..\ ./ 24" CONCRETE PAD VALVE OPERATING NUT MAX. METAL (STD,) EXTENSION DETECTOR TAPE METAL DETECTOR TAPE 5" DIA x 1/8"MIN THICKNESS STEEL: / . PLATE w/ 90° CUT-OUT 48" MIN. 1" DIA STEEL ROD TRACING WIRE 14ga SOLID TRACER WIRE SHALL END SQUARE SOCKET COPPER " AT A TEST STATION. 2" DIA INSIDE - - ., - t41 J . 2114" DEPTH s: TWO 318" SET SCREWS ON (118- MIN WALL EITHER SIDE TO LOCK THE THICKNESS) ; OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH , - OUTSIDE EDGE OF BOTTOM I I SOCKET * TRACER WIRE MUST BE INSTALLED DEAD END .i �1 DIRECTLY ABOVE THE PIPE, - GATE VALVE EXTENSION wI �o I UTILITY PIPE LOCATION MATERIALS [WI -103 � � I � � � � . � � . I . � . . I I ­ 11 . .. . ­ I 11 .,I I .i 1. I I.. .. I : I � I I I I I � � � � I .1 � � I I . I . - l, , I � I I � . I . I I � I THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSUREF200 O psi FOR 24" AND SMALLER INNER DIAMETER PIPE. IP . 2 ALL BEARING SURFACES OF TN U SCHEDULE r1DHRUSj,%-j A VOLUME ft c. C (ft) 1.5 2.5 0.3 VOLUME (c•Y•) 1.53.5 0.6 NOTES: W 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED STRAIGHT BALL VALVE W/ PLUG z FOR SINGLE SERVICE OR BETWEEN THE SERVICE {2 FOR DOUBLE SERVICE) SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-1/2" BALL VALVE N BE ND . R ST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 2. T S LL BE HA THE EI R SPONSIBILITY OF THE CONTRACTOR ; : (FOR DOUBLE O SERVICE -+ C (ft) E (ft) G (ft) I VOLUME (c•Y•) 90° 6,8" 5.0 1.5 . 0.9 EARTH OR ROCK. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE ONLY) . 10,12" 6,5 2.5 1.5 1.2 4.0 1.0 45° 6 8" 2.0 3. C ONCRETE FOR BLOCKING NG SHALL BE 2000 psi. STREET CROSSINGS HAVE BEEN INSTALLED. 4 MIN. - 1,5 0.2 1012" 3,5 2.52 1.5 1. 2.2 0.5 22.5o 3. MARK EACH SERVICE END WITH METAL "T" POST 1.5 1.5-1.5 0.9 0.8 0.1 10,12" 2.0 12.5 11.5 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. 0.3 11.25° 6 8" 1,0 1,5 1,5 0.9 0.4 0 1 ' ill . FIELD WHERE AND AS DIRECTED BY THE 11.5 11.21 cn 0.61 0.1 ENGINEER. THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. VIE,T�V A A z . BLOCKING SHALL NOT BE LESS THAN SHOWN ** SEE T C E HNICAL SECTION 331213 O (D - HERE. 5. ALL CONNECTIONS TO 8E CO O COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS SERVICE Ln 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. p 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE .DOUBLE, - ,. NOTE: INSTALLED WITH THE MAIN L E IN CONSTRUCTION. . w . 1. ;,, USE POLYETHYLENE WRAP OR HORIZONTAL THRUSTBY BLOCK SCHEDULE EQUAL BETWEEN CONCRETE 7. METERS AND VA LVE BOXES SHALL BE PLACED . CO NC CURB THE CITY UP &GUTTER. ON PAYMENT OF FEE: . BE ND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) I VOLUME (c•Y•) 90° 6,8" 5.0 1.5 1.5 0.9 2.71 0.4 10,12" 6,5 2.5 1.5 1.2 4.0 1.0 45° 6 8" 2.0 2.0 1.59 0. 1,5 0.2 1012" 3,5 2.52 1.5 1. 2.2 0.5 22.5o 6,8" 1.5 1.5-1.5 0.9 0.8 0.1 10,12" 2.0 12.5 11.5 1.2 1.1 0.3 11.25° 6 8" 1,0 1,5 1,5 0.9 0.4 0 1 ' ill 10,12" 1.5 11.5 11.5 11.21 0.61 0.1 & PLUG TO PREVENT CONCRETE g, LOT CORNERS S L 6 HAL E MARKED WITH A LATH O FROM STICKING PLT""" \ \ \ \ \/ / TO UG.SUPERVISION777\777 \ i / \ .UNDER THE J \ 1 L F A RPLS UPON I COMPLETION OF CONSTRUCTION. h , . A - 42 MIN - ' 24 MAX. STRAIGHT R BALL VALVE 2' MI WITH PLUG 2 FOR � i DOUBLE SERVICE . I , .• „ APPROVED SERVICE SADDLES _ . FORD DUCTILE TILE AND PVC ( I ll . - - -- vv G - II ` s �1 NOTES: MOTE: r 1. FURNISH AS SHO WN O PL OTE N ANS N OTE. _- . E L - I M GA UG . PIPELINE -:' DO ALL AN N A VALVE i A VESG SIGN POSTS. GATE ATE VALVE 1. FOR O MORE INFORMATION O M ION NWA ER D AN SEWER LINE CROSSING 1. F O T SEE CITY ORM RE INFO SETSCREW WAR ING MAIN LINE --: INFORMATION ON W A N SIGN _ WATER AND SEWER LINE C W!V L E ROBBING SEE ITY $L _ . A V BOX GATE VALVE ` ACK STANDARD < SPECIFICATION FOR WATER AND SEWER I (�' ' . RETAINER 2, SIGNS TO , .- L NE CONSTRUCTION STANDARD SPECIFICATION FOR WATER AND SEWER L 40 : fE . i _ BE CONSTRUCTED R. INE CONSTRUCT N W/V� I - � . I . - � � I I � �:, . v �ALVE BOX . XT : _ .. I . - 0 ' FROM 2 GA. S TEE BAKED AKED O N 2 STEEL CASING SI G SHALL B S E A SPECIFIED 1 N THE TECHNICAL SPECIFICATIONS. 2. STEEL p ^' CASING SHALL EaE AS W AI \ t VSPECIFIED IN E N GvTHE TECHNICAL SPECIFICA ONS. ENAMEL FINISH. FURNISH ONE P UNDISTURBED WARNING - " WA G AND ONE VALVE 3. DR LV SIGN Y BORING PREFERRED WET BORING ALLOWED O L 3. DRY > DIRT 10 U DERGRO � • , N Y WHEN APPROVED BY BORING IS REQUIRED.. UND PIPELINE AND ONE POST FO THE REACH VALVE CITY ENGINEER. .. .:...., . CON G TAT HEC T ITY .. i STALLED D PIP CR N AN A O E OSS T THE CROSSING ROADWAY R N ADWAY A SHALL BE INS 4 x a INSTALLED 2 MIN. LEO E MAI 1 ABOVE N T IES INTO . ... PIPE C THE O P ROBBING A ROAD BEFORE EXCAVATING WAY SHALL BE INSTALLED _: _ .. ATING LOCATIONS AS SHOW O LE ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH T '. . . . ,.. N N PLANS: :' THAT THE CARRIER PIPE CAN BE ABOVE , .;.. ;..:t: �� •• - PULLED THE PARALLEL .- WITH ABEND SUCH THA THE E .... ,. ,.1. FURNISH T CARRIER PIPE CAN BE PULLED ABOVE T T E OR TAPPING MAI :, H SAME NUMBER OF HE PARALLEL N END PL LINE MAIN. TE O A E R TAPPING SLEEVE & VALVE REPLACEMENT L E I: NT SIGNS AS FOR EACH CAPlPLUG YELLOW O - ATE :, W RLINE AS REQUIRED SLEEVE &VALVE BACKGROUND INSTALLED OMITTING VALVE .. Q ED M. J. EE ' > - T 4 0 ENCASEMENT NCAS MENT AS RE 1 ( _ ., U ED � NUMBER ON RAL .. Q R VE SIGN -. 2- MIN _ 0 OR CROSS 2 IN. _ __ S 0 M ENCASEMENT E , MEN . .. (NOT O SEPARATE AT PAY ... ... IT M ...t ..: .. ATE e W RLINE .:,t:,...::.: U AL V . OPEN CUT ULDE WATER LINE .-I \.s. .1 I - OPEN CUT SHO R VARIES 7 IMI ' N0. L T BEDD LIMIT ING SAND ; . 5. ' „ 0 :WIDTH OF PAV I', 3 X 3 X 6 EMENT 5 0 : - I ii I 11 WIDTH OF P 2 BLACK PRESSURE _AVEMENT - .1 CONCRETE SLAB1. M N. . _ I TO BE ADDED AFTER _ MIN. �� BASIC SIGN HAS BEEN I£ NOTE. D A 10 ,. PAINTED. .. h n DIMENSION ,. WHITE < FOR R CO CRETE .. v N 24 3 0 MIN. E r-1 GATE V LV SID WAL Y BACKG <• VALVE K MAY - IE ROUND VAR S WITH WATERLINE •, , WAT 1 E Z R N SIZE MIN_ 3 0 BELOW 01 O GATE VA TCH FL W L NE r LVE _.a 1. BE OPE CUT UT MJ PLUG _ , PLAN �I� W 0 0 _. .> R B RED AS , r •> > eCQ .......: DIRECTED BY i THE ENGINEER .:. ='I STEEL PIPELINE C SING " - ` . A PI INE WARNING SIGN A .:. : "�� �, CARRIER E AS REQUIRED RI R PIPE ,,..,, CARRIER PIP EJ _ STEEL ASIN VALVE -. C G , L E IDENTIFICATION SIGN COMPACTED - r N _ UNDISTURBED DIRT 4 0 "°. 8 BLUE E D u H AVY UTY WI G N ,- Box D s E AN HAFT EXTENSION SELECT FILL VALVE ON - TYPICAL CHANNEL PO CAL RBA 5T URBAN CITY STl�EET CR l IN TYP � CAST IRON VALVE BOX COVER OSS G I CAL RURAL T E S ET CROSSIN G 4 -0 ,. - 2X4X6 4 00 - �, - CONCRE E SLAB , W4 0I T S A 2 6 CONCRETE St..AB X4 X N o ., / \ \1t1\\1111\ - /\ ELECT MATERIAL ... -.-® ORIGINAL G • i L ROUND OR /// - - :. MATERIAL EXCAVATED BOTTOM OF SUB -GRADE E F UB G T FROM THE DIT RADE CH (WHICH HCH IS FREE OF O N TES. ROCKS,LUMPS � L MPS _ CLODS OR DEBRIS LARGER I �R THAN TWO 2 40 NOT GREATER W R ATER O I . I 11 _ ° � INCHES i .ry < E NTHEL G AR ES�f DIMENSION), N COMPACTED TO ,� . T FOR ) THAN 45 BEDDING 1 AND TR / ENCH NG W/ / BA L o 17-/NALLEX/ST/ G CKFL N M NI F 90 1 MUM O /o OF MAXIMUM DENSITY M M NS TY S DETERMINED r'T A T RMINED BY PAVED \..r AREAS SEE DETA/LS FOR OPEN CUTS R ASTM 0698 (STANDARD) AT A MOISTURE CONTENT T H TREE ti EN WITHIN ,, Def i a /s ST4-0 Y. S 40> ,.. T ST4 02 T S OT DO S P W E OPTIMUM T(( 4 E E 6 I / T b /o OF P R AINiNG O TIMUM UNDER > ' ..•. _, ER NON ST 3• NON-STRUCTURAL ........ _ AMERICAN F A LOW CONTROL T TRENCH H :..,.:....... . ..... NOT APPL Y TO STREETS TRE S ET BEING _ B G RECON . STRUC G 2 ._.:........�.... TED. GLAND AT BEND D AN E ie D • .. , .: . . A AS ...Y R R A S PASTURE E E E ...... -1 ADAPTER OR AN APPROVED EQUAL, S, ASM NTS ANO TO A ..._, . 4 . SELECT _ .. .. „ T MATERIAL PLUG, ,,MINIMUM O 8 , ,.., - >..... ... ........ ,.,.....,,...., :. O M F9 /o OFMA MAXIMUM D - ►-� XM M E I �E , ,. -._ 2 > 9 DENSITY AS DETERMINED ED ,. .EVE 1 M N EVERY OO FEETPROV/DEA WAT .:>._� •., - : ER STOP BLOCK 12 MIN.! •-::c...., .;,, . Y ASTM 698 (STANDARD) AT T A MOISTURE CONTENT WITHIN - COMPOSED OF CEMENT SAND OR 1 _.. _• _. NAT/VEMATER/AL OPT MU T 4 ° .�- 'P M O / OF OPTIMUM UNDER NEWSTREET AREAS DEPENDING ON EMBEDMENT. BLO . o A SELECT MATERIAL CK SHALL BE6FEET • O CEMENT STABILIZED SAND AND STREETS TO BE RECONSTRUCTED. _ .• <:. ,..-: :a:.:=::.;.t::': :;i INLENGTH, NOBEDD/NG SAND/N TH/S AR CONCRETE G 8 12 MAX �..,:..:..... " EA. ti8 -12 MAX. :... ,....:.. :.. . -. .. (MANUALLY SECTION A A < .> . < Y CONSOLIDATE 3. LL B ;:;- .. .-I..- B A EDDING &INSTALLATION OF PVC PIPE SHALL < MANU L ///\/// . \ / \ ///\i//� � /\ \ (( ..: B AL Y CONSOLIDATE B GRANULAR MATERIAL - T OPTIMUM MOISTURE :-... BE Q ER AL ' ) i IN ACCORDANCE WITH ANSI/AWWA STANDARDS THRUSTBLOCK. ///v/ ,>., .•:-.:.= ,:.: � -..- AT OPTIMUM MOISTURE FOR V L ,.: - P C PIPE. MATER; SHALL BE .. "::• A S A BANK RUN RIVER SAND WHICH IS FREE .... i .. . R , .- OF DETRIM ..... ENTAL U / Q ANTITIES OF Y • (� .. . CLA DEBRIS O • R ORG NIC .. . 4. ALL BEDDING . < N A LATIO O D , O N F C ......... . .. . U TILE IRON PIPE RESTRAINED JOINT 6 M. J. ELL PLACED ON .. , . .:............ MATERIAL AND WHICH WHEN TESTED BY STANDARD ,. .. ......... . 4 - .... SHALL BE ... ... .... .. IN ACCORDANCE WITH ANSI/ AWWA C150/A21.50 ' : � NOTE. W/ T U .:...:.:.: •.:.... . •...... - :: HRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING LABORATORY METHODS, EE E LL 4 :. AND REDUCER AS REQUIRED _ H f M T THE FOLLOWING REQUIREMENTS. :..:......:..... COMPACTION WITHIN Q ;RED _ H N LIMITS MAXIMUM LIQUID LI IT 5. COMPACTION SHALL BE ATTAINED B M 45 UNDISTURBED SOIL D Y MECHANICAL . ° UNDISTURBED SOIL OF ASSEMBLY SHALL BE 95/0 TAMPING. MAXIMUM PLASTICITY INDEX 15 I PIPE -�1 I P 11 EN STAND k- i F L ARD DENSITY P -moi O INE BL PER BLOCKING (� MAXIMUM PERCENT PASSING N0.200 SIEVE 35 O.D. 00 6. RELATIVE COMPACTION SHALL BE TESTED ASTM D698 T ST IN THE MINIMUM PERCENT PASSING 3 4 1 / SIEVE 00 E PR SENCE OF THE CITY E E IN-LINE BLOW W ENGINEER. O OFF A ,. SEM LY S 1J E PLAC METAL DETECTOR T CTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN W SHALL 6 MIN./12 MAX. " 6" MIN./12" _ nn n ET HAL TAPE AT A MINIMUM OF 2 MAX. , W3 o O M 4 7. DUST RESULTING FROM THE CO NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HA)JD. NTRACTOR S W3 -OI ABOVE TOP OF PIPE PERFORMA E NC OF THE WORK, EITHER INSIDE OR NOTE: / OUTSIDE THE RIGHT-OF-WAY,S liRLAS TO B.I. PA VL.DHALL BE CONTROLLED NON- TRT .T I _ B E BRONZE INSECT SCREEN GALV. ELL CEMENT STABILIZED S Z C Z RAL Y THE CONTRACTOR. 1. EMBED COPPER LINE IN TAMPED SAND FROM © M NT STA 1 IZEO SAND - � , UNDISTURBED W/S.S. HOSE CLAMP ND STUBBED SOIL TO 6 ABOVE AND ON BOTH OR II S ZLLTS 7 O BL' 8. ALL TRENCHES L B GALV. NIPPLE REMOVE AND DIS ARF�IS S SHA L E BACK FILLED AND TEMPORARY: SIDES OF COPPER PIPE. AIR RELEASE/V CU 1 I DISCARD A UM PAVING OR PLATING PLACED AT THE ENO OF EACH -� AFTER USE . M BREAKER VALVE I( J PLUG % WORKING D ;, IZL' CONSTIZAY. v,a� t CTU 2. PAYMENT FOR BIO ITEM OF AIR RELEASE VALVE VE BOX AND SHAFT EXTENSION VALMATIC MODEL 101 (1" „ EXIST. GRADE . SHALL INCLUDE2 METER BOX WITH 4 -d CAST IRON VALVE BOX COVER ALL MATERIALS, A S, AS SHOWN IN OR MODE 10 DETAIL INCLUDING MAIN LINE L 2 (2 bR CAST IRON LID II A TAPPING SADDLE. ) , APPROVED EQUAL SCH 0 GA V. PIP O 4 L E 2 X 4 X 6 CO CRETE SL E .f N AB 3. PIP SIZE SHALL BE 1 OR 2 i CITY OF BRYAN AFTER BLOW OFF //,\ i BEDDING AND TRENCH FOR D I .PIPE. & `PVC PIPE 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY I I INSTALL MALE QUICK � • • �•-- - ' � AMERICAN FLOW CONTROL _ The Cool Llie Texas 1 . THE ENGINEER I I - : SLJ e EXIST. GRADE CONNECTION &CAP TRENCH ADAPTER . T OR AN APPR OVED W4-02 HOTBOX POLY ROX EQUAL : MODEL PHRI 1" WITH 4„APPROVED ( ) --c r- ,.-Ill", ••BRASS BALL VALVE HEAT OR MODEL PHR2 2PIPE MATERIAL (- - - - _ .-. - - `. is WITH HEAT OR APPROVE MJ TAPPED CAP GENERAL N , NO TES.. EQUAL IRON PIPE THREAD . COMPRESSION M SSION FITTING BRASS THREAD PIPE AND BALL VALVE . ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER WATER . HAVE BEEN BARED B N ARE Y CONSTRUCTION LL T HA BE ADEQUATELY " MAIN Q �• COPPER EXPOSED TO1. , 4 X 3 X 3 CONCRETE PAD FOR 1 PIPE BLOCK SODDED OR YD CO CRETE LL H ROMULCHED AND WATERED UNTIL 4 • N SHA BE BRASS ELL 11 1 X 5 X 3 CONCRE E D T PA FOR 2 E G O E PIP MJ TAPPED CAP R WTH IS STABLISHED. IN DEVELOPED AREAS WHE E G SLEEVED WITH APPROVED R BASS COPPER PIPE SLEEVING IS PRESENT, BLOCK SOD WILL BE REQUIREb. BARED AREAS SHALL BE SEEDED OR D CONCRETE BLOCKING TO A SODDED WITHIN 14 CALENDAR DAYS OF 4;, - LAST DISTURBANCE. BE IN WATER M. J. Ell PLACED ON CONCRETE BLOCKING TO „ .. WITH T R � , TYPE K COPPER TUBING _ UNDISTURBED 301 DETAIL W3 00 MAIN L BE IN ACCORDANCE WITH D DRAWN B Y i DETAIL W3-00 . APPROVE EROSION CONTROL MEASURES MUST BE INSTALLED . C•L•Mf DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED. BY . I CONSTRUCTION AND SHALL STAY IN PLACE UNTIL _ _ , N ACCEPTABLE DATE 08 01 12 �: i BRASS NIPPLE It VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONT ii I / TAPPING SADDLE W! 4 END OF LINE CONTRACTOR. , CORPORATION STOP. I SCALE:... NTS II - ' ALL EROSION CONTROL MEASURES SHOULD BE CLEANED // - OF 2 BLOW OFF RI E SILL AFTER EVERY RAIN. RISER- BL W O OFT APPROVED: PPROVED W. P. K. . _ :. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. I, AIR RELEASE VALVE &VACUUM CHECK VALVE LVEFIGURE: F) -v3-02 - W3-0 - 1 3 W3 04 . # 'F MEGALUG ar"ilk r , Tai ; .. L k.`n PIPE a s r .>�IS\/�/, ,.seri .fas{'t1,cs�,t, t G K 1 C' .f ,r �­.._ I'll ( l l :, . ;: ,. •:.: ,V/, •�: •:;;. .;;; .�; ;i; ::" :, / :. .�; 4 -0 ,. - 2X4X6 4 00 - �, - CONCRE E SLAB , W4 0I T S A 2 6 CONCRETE St..AB X4 X N o ., / \ \1t1\\1111\ - /\ ELECT MATERIAL ... -.-® ORIGINAL G • i L ROUND OR /// - - :. MATERIAL EXCAVATED BOTTOM OF SUB -GRADE E F UB G T FROM THE DIT RADE CH (WHICH HCH IS FREE OF O N TES. ROCKS,LUMPS � L MPS _ CLODS OR DEBRIS LARGER I �R THAN TWO 2 40 NOT GREATER W R ATER O I . I 11 _ ° � INCHES i .ry < E NTHEL G AR ES�f DIMENSION), N COMPACTED TO ,� . T FOR ) THAN 45 BEDDING 1 AND TR / ENCH NG W/ / BA L o 17-/NALLEX/ST/ G CKFL N M NI F 90 1 MUM O /o OF MAXIMUM DENSITY M M NS TY S DETERMINED r'T A T RMINED BY PAVED \..r AREAS SEE DETA/LS FOR OPEN CUTS R ASTM 0698 (STANDARD) AT A MOISTURE CONTENT T H TREE ti EN WITHIN ,, Def i a /s ST4-0 Y. S 40> ,.. T ST4 02 T S OT DO S P W E OPTIMUM T(( 4 E E 6 I / T b /o OF P R AINiNG O TIMUM UNDER > ' ..•. _, ER NON ST 3• NON-STRUCTURAL ........ _ AMERICAN F A LOW CONTROL T TRENCH H :..,.:....... . ..... NOT APPL Y TO STREETS TRE S ET BEING _ B G RECON . STRUC G 2 ._.:........�.... TED. GLAND AT BEND D AN E ie D • .. , .: . . A AS ...Y R R A S PASTURE E E E ...... -1 ADAPTER OR AN APPROVED EQUAL, S, ASM NTS ANO TO A ..._, . 4 . SELECT _ .. .. „ T MATERIAL PLUG, ,,MINIMUM O 8 , ,.., - >..... ... ........ ,.,.....,,...., :. O M F9 /o OFMA MAXIMUM D - ►-� XM M E I �E , ,. -._ 2 > 9 DENSITY AS DETERMINED ED ,. .EVE 1 M N EVERY OO FEETPROV/DEA WAT .:>._� •., - : ER STOP BLOCK 12 MIN.! •-::c...., .;,, . Y ASTM 698 (STANDARD) AT T A MOISTURE CONTENT WITHIN - COMPOSED OF CEMENT SAND OR 1 _.. _• _. NAT/VEMATER/AL OPT MU T 4 ° .�- 'P M O / OF OPTIMUM UNDER NEWSTREET AREAS DEPENDING ON EMBEDMENT. BLO . o A SELECT MATERIAL CK SHALL BE6FEET • O CEMENT STABILIZED SAND AND STREETS TO BE RECONSTRUCTED. _ .• <:. ,..-: :a:.:=::.;.t::': :;i INLENGTH, NOBEDD/NG SAND/N TH/S AR CONCRETE G 8 12 MAX �..,:..:..... " EA. ti8 -12 MAX. :... ,....:.. :.. . -. .. (MANUALLY SECTION A A < .> . < Y CONSOLIDATE 3. LL B ;:;- .. .-I..- B A EDDING &INSTALLATION OF PVC PIPE SHALL < MANU L ///\/// . \ / \ ///\i//� � /\ \ (( ..: B AL Y CONSOLIDATE B GRANULAR MATERIAL - T OPTIMUM MOISTURE :-... BE Q ER AL ' ) i IN ACCORDANCE WITH ANSI/AWWA STANDARDS THRUSTBLOCK. ///v/ ,>., .•:-.:.= ,:.: � -..- AT OPTIMUM MOISTURE FOR V L ,.: - P C PIPE. MATER; SHALL BE .. "::• A S A BANK RUN RIVER SAND WHICH IS FREE .... i .. . R , .- OF DETRIM ..... ENTAL U / Q ANTITIES OF Y • (� .. . CLA DEBRIS O • R ORG NIC .. . 4. ALL BEDDING . < N A LATIO O D , O N F C ......... . .. . U TILE IRON PIPE RESTRAINED JOINT 6 M. J. ELL PLACED ON .. , . .:............ MATERIAL AND WHICH WHEN TESTED BY STANDARD ,. .. ......... . 4 - .... SHALL BE ... ... .... .. IN ACCORDANCE WITH ANSI/ AWWA C150/A21.50 ' : � NOTE. W/ T U .:...:.:.: •.:.... . •...... - :: HRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING LABORATORY METHODS, EE E LL 4 :. AND REDUCER AS REQUIRED _ H f M T THE FOLLOWING REQUIREMENTS. :..:......:..... COMPACTION WITHIN Q ;RED _ H N LIMITS MAXIMUM LIQUID LI IT 5. COMPACTION SHALL BE ATTAINED B M 45 UNDISTURBED SOIL D Y MECHANICAL . ° UNDISTURBED SOIL OF ASSEMBLY SHALL BE 95/0 TAMPING. MAXIMUM PLASTICITY INDEX 15 I PIPE -�1 I P 11 EN STAND k- i F L ARD DENSITY P -moi O INE BL PER BLOCKING (� MAXIMUM PERCENT PASSING N0.200 SIEVE 35 O.D. 00 6. RELATIVE COMPACTION SHALL BE TESTED ASTM D698 T ST IN THE MINIMUM PERCENT PASSING 3 4 1 / SIEVE 00 E PR SENCE OF THE CITY E E IN-LINE BLOW W ENGINEER. O OFF A ,. SEM LY S 1J E PLAC METAL DETECTOR T CTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN W SHALL 6 MIN./12 MAX. " 6" MIN./12" _ nn n ET HAL TAPE AT A MINIMUM OF 2 MAX. , W3 o O M 4 7. DUST RESULTING FROM THE CO NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HA)JD. NTRACTOR S W3 -OI ABOVE TOP OF PIPE PERFORMA E NC OF THE WORK, EITHER INSIDE OR NOTE: / OUTSIDE THE RIGHT-OF-WAY,S liRLAS TO B.I. PA VL.DHALL BE CONTROLLED NON- TRT .T I _ B E BRONZE INSECT SCREEN GALV. ELL CEMENT STABILIZED S Z C Z RAL Y THE CONTRACTOR. 1. EMBED COPPER LINE IN TAMPED SAND FROM © M NT STA 1 IZEO SAND - � , UNDISTURBED W/S.S. HOSE CLAMP ND STUBBED SOIL TO 6 ABOVE AND ON BOTH OR II S ZLLTS 7 O BL' 8. ALL TRENCHES L B GALV. NIPPLE REMOVE AND DIS ARF�IS S SHA L E BACK FILLED AND TEMPORARY: SIDES OF COPPER PIPE. AIR RELEASE/V CU 1 I DISCARD A UM PAVING OR PLATING PLACED AT THE ENO OF EACH -� AFTER USE . M BREAKER VALVE I( J PLUG % WORKING D ;, IZL' CONSTIZAY. v,a� t CTU 2. PAYMENT FOR BIO ITEM OF AIR RELEASE VALVE VE BOX AND SHAFT EXTENSION VALMATIC MODEL 101 (1" „ EXIST. GRADE . SHALL INCLUDE2 METER BOX WITH 4 -d CAST IRON VALVE BOX COVER ALL MATERIALS, A S, AS SHOWN IN OR MODE 10 DETAIL INCLUDING MAIN LINE L 2 (2 bR CAST IRON LID II A TAPPING SADDLE. ) , APPROVED EQUAL SCH 0 GA V. PIP O 4 L E 2 X 4 X 6 CO CRETE SL E .f N AB 3. PIP SIZE SHALL BE 1 OR 2 i CITY OF BRYAN AFTER BLOW OFF //,\ i BEDDING AND TRENCH FOR D I .PIPE. & `PVC PIPE 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY I I INSTALL MALE QUICK � • • �•-- - ' � AMERICAN FLOW CONTROL _ The Cool Llie Texas 1 . THE ENGINEER I I - : SLJ e EXIST. GRADE CONNECTION &CAP TRENCH ADAPTER . T OR AN APPR OVED W4-02 HOTBOX POLY ROX EQUAL : MODEL PHRI 1" WITH 4„APPROVED ( ) --c r- ,.-Ill", ••BRASS BALL VALVE HEAT OR MODEL PHR2 2PIPE MATERIAL (- - - - _ .-. - - `. is WITH HEAT OR APPROVE MJ TAPPED CAP GENERAL N , NO TES.. EQUAL IRON PIPE THREAD . COMPRESSION M SSION FITTING BRASS THREAD PIPE AND BALL VALVE . ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER WATER . HAVE BEEN BARED B N ARE Y CONSTRUCTION LL T HA BE ADEQUATELY " MAIN Q �• COPPER EXPOSED TO1. , 4 X 3 X 3 CONCRETE PAD FOR 1 PIPE BLOCK SODDED OR YD CO CRETE LL H ROMULCHED AND WATERED UNTIL 4 • N SHA BE BRASS ELL 11 1 X 5 X 3 CONCRE E D T PA FOR 2 E G O E PIP MJ TAPPED CAP R WTH IS STABLISHED. IN DEVELOPED AREAS WHE E G SLEEVED WITH APPROVED R BASS COPPER PIPE SLEEVING IS PRESENT, BLOCK SOD WILL BE REQUIREb. BARED AREAS SHALL BE SEEDED OR D CONCRETE BLOCKING TO A SODDED WITHIN 14 CALENDAR DAYS OF 4;, - LAST DISTURBANCE. BE IN WATER M. J. Ell PLACED ON CONCRETE BLOCKING TO „ .. WITH T R � , TYPE K COPPER TUBING _ UNDISTURBED 301 DETAIL W3 00 MAIN L BE IN ACCORDANCE WITH D DRAWN B Y i DETAIL W3-00 . APPROVE EROSION CONTROL MEASURES MUST BE INSTALLED . C•L•Mf DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED. BY . I CONSTRUCTION AND SHALL STAY IN PLACE UNTIL _ _ , N ACCEPTABLE DATE 08 01 12 �: i BRASS NIPPLE It VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONT ii I / TAPPING SADDLE W! 4 END OF LINE CONTRACTOR. , CORPORATION STOP. I SCALE:... NTS II - ' ALL EROSION CONTROL MEASURES SHOULD BE CLEANED // - OF 2 BLOW OFF RI E SILL AFTER EVERY RAIN. RISER- BL W O OFT APPROVED: PPROVED W. P. K. . _ :. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. I, AIR RELEASE VALVE &VACUUM CHECK VALVE LVEFIGURE: F) -v3-02 - W3-0 - 1 3 W3 04 MECHANICAL JOINT PIPE. L. 5, VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES: : 6. THERE SHALL B �, BE PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 WEIGHT LBS DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" V-8" 5'-0" 4'-6" 12,000 O 6" 11'-0" 6'-0" 4'-9" 12,000 77ME 1 3 13 2 • 11 VALVE 8 U) LTER ! ETESWIVE MR 10 NUT OR NIPPLE w u h SPECIAL CONDITIONS ) I I, i 1. METE R REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE, I i 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR)) SHALL BE CONSTRUC FIVE SACK CONCRETE MIX AND REINFORCING GOMPRISED ED US ING ASTANDARD OF #3REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS NIM M AS OF 81NCHES 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. L. 5, VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES: : 6. THERE SHALL B �, BE PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 WEIGHT LBS DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" V-8" 5'-0" 4'-6" 12,000 D C-CS8 6" 11'-0" 6'-0" 4'-9" 12,000 .. • : •: :._ , . F= -•:a -ice --T. , , NRS GAT V ALVEFLG. COUPLING ADAPTER , TY wiFLG. SPOOL s ( P-2) L, NRS FLG GATE-:,': , VALVE TYP-2 % MFG. PARK EQUIP. CO. { ) MODEL: DMC -CS ^. ! ? 18" s, APPROVE .„ D 3 OR LARGER COMPOUND E E M T RS VAULTS &MATERIALS R O TYP 1 ( ) APPROVED METERS - SENSUS SRH U. S. �:: •� .,•.., • ,.,. ,.:,... { GALLONS APPROVED. _ I SENSUS C2 OMNI FL VAULTS PARK DMC -BR G TEE PRE -CAST CONCRETE TOUCH READ 1000 - (� (TYP 2). VAULT W/ ADEQUATE GALLON w/ST AI - R NER W ..ACCESS AND VAULT PI _ lAN VIE, TAT : DIMENSIONS FOR - R METER _ SELECTED APPROVED CONCRETE LID WI 36., x60„ MATERIALS DUCTILE IRON PIPE WITH SINGLE LEAF GALVANIZED MECHANICAL JOINT, SET SCREW r II STEEL HATCHWAY (H-20 RATED) RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. :. DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MU ' O ST BE SUBMITTED TO THE DIVISION MANAGER, N ER WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. GALVANIZED STEEL, PIPE SUPPORT TYP GRAVEL BED L _ 12 SQ SUMP W/ CAST IRON GRATEOPTIONA O C AND RAIN TI,T, VAT T TION O VI�T� 1 OF CITY COLLEGE T I S ATION : V L METER A ULT ASSEMBLY, LY W - 5 UU Q I. NOTES: NOTES. NOTES: 1 Service saddle SS straps, CC , I 0 p , threads t� Meter box valve. 1 Service saddle, SS straps, CC threads 5 Meter box v _. —NOTES: - NOTES: •+ 0 p Q valve: 1 Service saddle SS straps, s CG threads _ _ •- NOTES. Installed per. manufacturers 5 =Ford An le Stop - BA13-342W -1 installed pe manufacturers = ,, .. Q P +, t� .Swivel nut 038-66 2 875 -1-112 „ P 5 .ord Angle Stop - BA -13-444W-0 -1 to recomme d tions _ gg - - Installed ed er manufacturers. n a .All main t es. 5A Ford Straight Stop B1 -444W ,. P .� „ Yp t 1 1 reco end _ „. 1 Service saddle SS r 9 p mm ations. All main types: 5 - g - _straps, s, CC threads 6 B - • YP A Ford Straight Stop 811-444W 1_ � p Brass bushing IPS 1 x 3/4 1 Service saddle SS +• Smith Blair 3 S P recommendations. All main es. 7 Brass all thread I.P.S.LP.S, 1 1/2 Q S Q straps, CC threads 6 Meter nipple - 038 44-2- - it 17 Smith Blair 317 types: installed per manufacturers recommendations. pp 625 ..1 1 Service saddle, SS,stra s, CC threads w _CM -66-2-875- ” 6 Brass bushing IPS -1 x 3/4 „ Smith Blair 317 p _ Installed per manufacturers (D p 6. swivel nut 1 112 0 S 6 Meter m le - C38-442-625 -1 _ _ _ All main types,. Cambridge 7 Meter nipple 038 23-2-5 - 3/4 Installed per manufacturer s 2 Corporation Stop: Ford FB 1000-4-Q-1",• PP 8 Meter adapter BBIM 66 1 1/2 mbri ge B00 Series or recommendations. All main t es: ® Ball valve P „ ttyyp Q P P„ _ 2 .Corporation Stop. Ford FB 1000-4-Q • 1 � Ford S70TS90 YP recommendations. All main t 8 Brass all thread I.P.S. -1-112 7 Meter nipple - C38-23-2-5 - 314 2 Corporation Stop. Ford FB 1000-6-Q -1-112 8 Bali valve Cambridge 800 Series or Ford S70/S90 types- „ � 8 Meter box and lid. Old Castle meter box 0 9 Meter ox and lid: Old C � ®Meter box and lid. Old Castle meter box Cambridge 800 Series or .. 3 Service tubing: Type K copper - soft- _ _ +• + b i Castle meter , g Ford S70/S90 8 Meter adapter - BBIM 66 -1-1/2 O 9 YP pP 3 Service tubing. Type K copper soft 1 CI lid with Reader #36rporation Stop. Ford FB 1000 41 2 Corporation „ CI lid with Reader #36 _ .. 8 Meter box and lid: Old Castle meter box � 3 .Service tulaing. Type K copper -soft -1-1I2 box, ClCI lid with Reader #65 Q Meter box and lid: Old Castle meter Q p n Stop. Ford FB 1000-4-1 Yp PP Q2 Corporation Stop: Ford FB 1000-6-1-1/2” 9 Meter box and lid: 4 Ford male adapter- - 084-44-Q -1 CI lid with Reader #36 +� 3 Service tubing: _ ` _ box, Cllid with Reader #36 ,; �Old Castle meter P 4 Ford male ada ter - C84 -44-Q -1 g. Type K copper soft i 3 Service tubing: T e K copper - „ box CI lid with Reader #65 _ � P 4 Fordmale'adapter-.08466-Q-1-1/2" QYP Pp r soft -i 3 Se ' Q.. _. Service tubing. Type Kcopper -soft _ 1-112 4 Ford male adapter - C84-44-1 •• S P _ 1 4 Ford male adapter I p r 084-44-1 I Ball valve : 5 Meter box valve. 4 Ford male adapter � C84-66- - _ 5 Mete o P1 112 Meter box valve. _ _ Meter box Ford A valve 5 Angle Stop BA 11 6 66W 11 !2 - 6-Fo - _ � _ 5 + Ford Angle CUSTOMER Meter box valve: „ i Stop BA13-342W i TOMER .. e. 5 Ford _ _ F '. 5 For g Angle St A d Straight o BA -43-444W ht Sto 611 666W _ -43-444W 1 _ 9 1 1!2 _ ,: P CUSTOMER „ ' CUSTOMER _ P _ _ _ ' _ 5A F _ _ _ _ �--• �+-V-"-� Ford Straight Stop 811 VALVE 5 Ford An le Sto FV -43-666W 8 S g 444W 1 _ g P 1 6W 11/2 CUSTOMER p 5A Ford Stra - _ i htSto 811-444W 1 VALVE 9 P VALVE _ .. 5A Ford Strai ht Stop 611 CUSTOMER 9 p 666W 11/2 VALVE TO R 8 CUSTOMER R VALVE 9 _ g E 1 9 7VC 356 7 486 3 4_ 3 2CUSTOMERCCUSTOMER-,r-.,�,• USTOMER8 VALVE USTOMER VALVEALVE3 VALVE - - 8 CUSTOME CUSTOMER 1 3 9 VALVE 3 VALVE 8 1 3 8 9 1 3 2 _ 0 1 3 v _ 7 • 4 s 4 6 4 7 5A 6 4 6 CITY TY OF BRYAN � CITY OF BR YAN I C TY O F BRYAN CITY OF COLLEGE STATION o. ON I, STRAIGHT rl CITY OF COLLE OR ANGLE TAP 3/4 STRAIGHT OR ANGLE TAP - 1 GE STATION CITY.OF COLLEGE STATION - - STRAIGHT O R ANGLE TAP 1-1 /2" STRAIGHT O GHT OR ANGLE. TAP - 3/4 STRAIGHT OR AN ii ANGLE TAP - 1 STRAIGHT OR ANGLE TA = - P 1 1/2 W6 00 T _ U U NOTES: W7 �0 NOTES. W 7 -O I I NOTES: W7-02 _ 1 Service saddle, SS straps, CC threads 7 Brass coupling " NOTES. O P , Q PI ng I.P.S.LP.S. 2 1. ALL CONNECTIONS TO BE COMPRESSION TYPE Installed per manufacturers Service 1 ery ce saddle SS straps, CC threads = _ _ ecom 8 - - - METERSWIVEL U O P 8 Swivel nut 038 77 2 recommendations. All main types: Swivel nut 038 77 2NUT OR NIPPLE METER 1. ALL CONNECTIONS NN CTIONS TO BE COMPRESSION TYPE: YP � 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN Installed per manufacturer's recommendations. METER SWIVEL NUT OR NIPPLE � Smith Blair 317 APPROVED EQUAL. BOX _ - +. METER Q Meter adapter • BBlM 77 - 2 ANGLE STOP All main es. Cambridge 800 Series or ®Meter adapter BBIM 77 2 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN BOX types: - -- Ford S701S90 APPROVED EQUAL. '' ANGLE STOP Corporation Stop: Ford FB 1000-7-Q B. ALL SERVICE WYES &EXTENSIONS ARE TO BE . w 0 Brass nipple LP.S. -2 x 3 (cc thread) - 2 ® Brass nipple I.P.S.►.PS- 2" x 3 INSTALLED WITH TH o � pp u,i E MAIN LINE CONSTRUCTION. „ � z 2 Corporation Stop: Ford E6.1000r2 cc thread - 2." I. ALL SERVICE E E o 1-1/2 BALL VALVE - O ( ) _... 1 . WITH THE EXTENSIONS TO BE + z Meter box and lid: Old Castle meter� ©Meier box and lid: Old Castle meter 3 Service tubing: Type K copper - cu - soft- 2" © 4. EXISTINGFOR DOUBLESERVICE „NSTALLED WITH THE MAIN LINE CO 1-112 BALL VALVE - PP box, Cl lid with Reader #65 METER BOXES ARE TO BE REMOVED. (� 3 Service tubing: Type K co „ - THE NEW METER BOXES SHALL BE OLD CAST ONLY) For I - - - - LE O Q g� Yp Aper - cu -soft - 2 box, ClCI lid with Reader #65 CONSTRUCTION. FOR DOUBLE -i 4 d male adapter C84 77 Q 2 WATER ,; " 4. EXISTING METER BOXES ARE TO BE REMOVED. SERVICE ONLY F Meter box and lid: Old Castle 12" -' 4 Ford male adapter - 08477- 2 ® Meter box and lid: Old Castle 12 ) WATER O ® METER O round valve box #SRT THE NEW METER BOXES SHALL BE OLD CASTLE. � Q Meter box valve: round valve. box #SRT METER ' 5 - Ford I Q Meter box valve: o Angle Stop BA -11-777W - 2" - - - = - - - -�- _ _ g 4 MIN. 5 Ford Angle Straight FV 43 777W - 2 ©Ball valve ----4' _ - - - -�- SA =Ford Straight Stop - B11 -777W - 2" 5A =Ford Strai ht Stop - 811-777W - 2" �MIN.. g P _ 8 O Brass nipple I.P.S. • 2" x 6•' PP r - ®Brass nipple I.P.S. - 2 x 6 - VI 4y - ( 7 Brass coupling I.P.S. 2" 11 CUSTOMER L' A A O P g 2 vA v VIF,T��A-A 1 7 L E o O 'S CUSTOMER o p DOL%BLESERVIGE o I n - I ( I 11 f -VALVE DOLIBLESTRVICE ..I CUSTOMER VALVE METER NUT SIZE 3/4" x 2.5" Long FORD PART NO. C38-23-2-5 3/4" x 3" Long 038-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM_77 LL - FORD PART NO. 3/4" x 2.5" Long v 314" x 3" Long ANGLE STOP 3/4" x 12" Long C38-23-12 13 C38-44-2-625 M! C38-44-8-5 1-1/2" Meter Nipple 3 4 5 1-1/2" Meter Bushing WATER 2" Meter Nipple C38-77 _ BBIM-77 METER 2 - CUSTOMER' 77ME 1 3 13 2 • 11 VALVE 8 BOX LTER ! ETESWIVE MR 10 NUT OR NIPPLE METER NUT SIZE - FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long 038-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY OF BRYAN ANGLE STOP The Good Life, Tex. L5 S1jle.T WATER METER METER r, BOX ! METER SWIVEL. _ .�( ( OF THE SEAL APPEARING ON THIS o� p� (p� ® r p°� DOCUMENT WAS AUTHORIZED BY ! ! �Tz. 1 1 { 1 1 Li �1 i 1 ,� ' ..: JOSEPH P. SCHULTZ, P.E.. LICENSE *s j NO. 65889 ON NOVEMBER 15, 2013. ........................... 2730 Longmire, Suite A JOSEPH P. SCHULIZ ...,................ ....s. College Station, Texas 77845 s 6588 ISSUED FOR REVIEW ..::. 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE wsrry ! ��%��j.f�j. KERB DLD DLD JP$ 13-275 NOVEMBER 2013 FIRM # 12327 MARK REVISION BY DATE SCHULTZ ENGINEERING, LLC vuna.AnVVuvrV R RG4UIKtll3. tfAKJ OJECT 15 f.22 ACRES 5323 - : { B SFS. D . 1G Ti�S. _ y, 8D R3 { 0 344 8377 3, 0 REFER o /- C NCRETE PAVEMENT T GRADING ATMOS NT PLAN FOR PROPOSED CONTOURS. ��� 979? 774- 2 ^ ------ 24 { 1 2506 1/47 • j SUDDEN LINK 0 N COMMUNICATIONS: 97 - .... . , e .. .. .. { 9 -595 2429 4. DRAINAGE FO . » •� 15 .a. • . .. : ,. .. o t . . • •... INFORMATION AND DETAILS WILL BE PROVIDED VER}ZON. 6 » d w. q a a .: DED DN THE q, —o;- --r� - .--.9 „�,• pRAINAGE PLAN do DRNNAGE REPO _ (979 821-4770. � $ARS 8! 18 C/C . •: � „ a • . � .. c--.-.�-a:- i_ "'?' X : ," 3 a. S. LANDSCAPING I`— 3 G AND IRRIGATION DESIGN & 2. (T IS THE R ANALYSIS WILL BE PROVIDED RESPONSIBILITY OF THE CO 3 R _ _ ON THE LANDSCAPE & CONTRACTOR TO USE WHA • w IRRIGATION PLANS. EROSION AND PREVENT WHATEVER MEANS NECESSARY TO MINIMIZE 3 R 1 SEDIMENT FROM LEAVING THE P , F A CONMRUC PROJECT StIE; THIS INCLUDES THE lNSTA!lATIO _ � "4rR .'.'.'.'.'.'.' _ TION. EXIT / _ ••••••.'.'.'.'.". AND SILT FENCE AS NECESSARY. S. THE 1RRIGATIO N SYSTEM MUST HE APPROVED AND INSTALLED G PRIOR 70 C.O. '.. VARIES 3: E 0 _ THE CONTRACTOR NTTiAC7 R IS RESPONSIBLE CONSTRUCTION JOIN . FOR INSPECTING AND MAINTAINING THE EROSION AND SEAM 1 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. CONTROL ENT _ » 0 RED.. L nEVIGES. INSPECTIONS SHALL HE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL fi LIMES B _. ALL EVENT STABILIZED SUBGRADE of 1/2 OR MORE. THE B. THE SU CONTRACTOR SHALL REMOVE A!1 MUD DEPOSITED 6' . SUBJECT TRACT DOES RED ON THE ADJACENT NOT LIE WITHIN THE 100 YEAR fl 00DP STREETS A5 A RESU CENT - EXTENDS 1 OUTSIDE LAfN ACCORDING TO FEMA FL00 LT OF THE CONSTRUCTION OF DE THE EDGE OF PAVEMENT INSURANCE RATE MAP . D THIS PROJECT: 6 1 2 � � � S FOR HRAZ05.COUNTY / -� 3 „ ,TEXAS. AND INCORPORATED. AR 3 „ FAS. COMMUNITY N0. 3 * 480083, PANEL NO. 305 2 X 0 E, MAP N0. 48041C350E 4, THE . =#4 5 R fi AS SHO EFFECTIVE DATE.: E CONTRACTOR IS RE � BARS 2 WN ON 7NE PAVEMENT PLAN MAY t6, 2012: REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. 1XR t5000D * REQUIREMENTS FOR CONSTRUCTION SM. : 6 PAVEMENT — 4 9. ALL RADA # REBAR I� 18 O.C.E.W. AND olsrArlcEs ARE MEAsuR ED TO THE BACK OF CURB. UNLESS OTHERWISE NOTED 5 PAVEMENT S. PER M NT 4 R PERMANENT VEGETATION WILL H EBAR C� 18 E EsraeusHED # O.C.E.W. ALL THE DISTURBED 10. REED AR ALL. PAVEMENT SHALL BE EAS AFTER .CONSTRUCTION CONCRETE .REFER TO THE PA COMPLETE 9Y HYD IS CO YEMENI PLAN FOR PAVEMENT ROMULCH[NG AND SEEDING CONCRETE PAVEMENT SHALL A r nEPTHS. au_ DISTURem AREAS. BE CONSTRUCTED PER DETAILS ON FIGURE ST 1t. ALL UTILITY LINES w AND PER 2012 CITY OF (WATER. GAS, SANITARY fi. ALL C SEWER, .VERIZON STORM S CONSTRUCTION SHALL. BE TEMPORA M EWER, ETC. SHOWN ARE T IN ACCORDANCE RY CURB: DETAIL ) TAKEN WITH THE zoON CITY TI HR FROM BEST AVAILABLE RECORD INFORMATION ST YAN/COLWEGE STATION BRYAN COLLEGE STATIONS TION $ASEO QN GONSTRucnoN u u ANQARp SPECIFlCA7IQNS ANp DETAILS . � = �4 BARS � TANDARD SPECIFlCAT[ONS. li TY MAP DOCUMENTS FOR WATER.- ALL CONSTRUCTION SH OBTAINED BY FROM CITY & INDEPENDENT A W! • ALL HE COORDINATED N.T.S.AGENCIES AND/OR ABOVE GR WITH THE CITY ENgNEER S OFFICE. ; / GROUND FIELD EVIDENCE. SHOWN - ... POSITIONS M _ AY NOT REPRESENT AS -BUILT , — .3 4. X 18 SMOOTH CONDITIONS / M DTH TYPICAL CONCR , ET PAVING SECTION THE CONSTRUCTION EXPANSIONSHALL COMPLY WITH 0 DOWELS OSHA STANDARD 29 C N. t2 PROPOSED SIG FR PART 1926 SUBPART P T.S. NS SHALL BE PERMITTED SEPARATELY TRENCH S FOR TEl. IN ACCORDANCE WITH THE UDO. A1=E'iY REQUIREMENTS. . _ PIC _ . TY AL CURB DETAIL 13. ALL ELECTRICAL IMPROVEMENTS SWILL BE PER COLLEGE A 8. THE CONTRACTOR S STATION UTILITIES SPECIFICATIONS AND HALL REMOVE THE ERASION CONTROL THE COLLEGE PER NTR L MEASURES ONCE GRASS IS N.T.S. : E STATION UT11lIES ELECTRICAL DESIGN FOR HAR ESTABLISHED. ' .CSU ELECTRICAL CONTACT.. . RACI{S II RECREATION CENTER PROJECT. ELECTRIC9. PROJECT CO INLET PROTECTION COORDINATOR TECiT N TO B R E INSTALLED AT ALL PROPOSED P SED AND EXISTING INLETS CITY OF ADJACENT TO THE COLLEGE STATION UTILITIES PROJECT SRE. LITIES 979-764-8314 ;s 1 15 .0 _ . r h;! i /l' INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND :I< ISLAND AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F. t 818 360 458 2832 720 112 . 3 666 360 506 i D17IONAL INTERIOR LANDSCAPE. ISLAND P OVIDED a 1076 SF. (672 SF REQUIRED) ;s 1 15 .0 _ . r h;! i /l' * • THE SEAL APPEARING ON THIS .Enghuf* DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON NOVEMBER g _ ER 15, 2013. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO, DATE KERR DLD' DLD JPS 13-275NOVEMBER 2013 OWN �A.: ........... ..:,. JOSEPH P. SCHULTZ ....................... 65889 -'�.'; .r FIRM # . i 2327 SCHULTZ ENGINEERING, LLC . m�rr�us * • THE SEAL APPEARING ON THIS .Enghuf* DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON NOVEMBER g _ ER 15, 2013. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO, DATE KERR DLD' DLD JPS 13-275NOVEMBER 2013 OWN �A.: ........... ..:,. JOSEPH P. SCHULTZ ....................... 65889 -'�.'; .r FIRM # . i 2327 SCHULTZ ENGINEERING, LLC t I 3 l 0 1 2 J I � _ 1 L _ J { 1 C4 f L 1 I V J l { " J _ I J i rw ` 1 - 1 _ �I o I 1 l J _ I J 1 J I I 1 II GRAOE SWALE 0 TO DRAIN M JI II! 1J _ -- I 11 I I J J I I 1 I J I I II I _ I I J J w ! 6 CONCRETE KEY EY WAY l - TEMPORARY J I I i 1 i CURB PAVEMENT } 2' WIDE STRUCTION STANDARD 2' WIDE CURB OPENINGCURB OINT - I 3D1.6a TC 301.75 iC 301. 5 34240 7C 7 TO 30220 TC 30200 TC •� t T� rte....-.. t I \ N 1 J - \ 1 \- ROCK RlPRAP \ \\ l \ \ 1 \ 30275 TP \ 9 \ \� 30264 3.30 TC, 2 0 3 J J J r ' J'J' '•, , ,, ,, , 1 ) ) ) ) ) 3 \\ ) 0 . 14 PARKING SPACES }) , >) ` , > > ) „ . • ) ,.) >. ,} > > ,> 303.20 tC ,} ) ) > } „) ) } } ) , } 3 \ \ 30285 TC ) J } ) } )0,5' } > ) ) 3 )r > r O) ) ) ) 30295 C , 3 ` ) • . )' ,.>) 3 )) } •) , Y• ) TEM .r > 3 } , 1 } 3 ) } ,) ) \ 3 > > ) } J ) } , ) \ J PARKING I , AN AR , , S . } ),) , ,) s } > J } J ISLAM ) ) ) ) , ) J: J , 3 J J } 1 N ,) > ) ) 85 } „) SLAM 2 `3t)Z TC 3.17 ) ) ) .30 TC J ) ) 3 J ,} > } 3 CURB ) } ) > >' 66 1 iII \ M 4832 SF i , t r. } ,) -,,,) ) ) 3 ) > ) ) f} )J>>} \ J> } Z>51 o 3> ,) J , ) )) ) )J)) , 1) >}1531511501 } > 3 > J,) r' 5 CONCRETE ETE J ,-) 80 TO PAVEMENT zc } J } „4P R IMO SPACES 03.45 T 1>36 )'• >3> 3 0 3>. 9.. r7 \•�\� \ � \\ `p'i' `•: � � \30295 TP \ \ \• \ \\• \\\,�\ , I \ \ •\ � `\ \ 303.0 TC \\\ 304;05 ' i � \ I \ \ J I .\ \ I, M I 1 2 ` \ \ N do I \ i I 3003.4.,.9150 TC \\ > \\ )\ te\\ \ \ \ \} 3 Q•3) . 6)" 5} NG SPA CES •\\\' T- R\)IJ CJ! 303.65 OTC .2M .) J ), . „> } )J J) 3 , ) } ) } { PAR> 3 IN N} , ! n -..i .....i I D my . 30 •- .a. STA „ 1 > , ) J `• ' > J / . /, w iii ,• , ,. - , , ,) , } ) ,3 >) 3 } / ) ) "304.5 > •) ,/ ,. 3 s } +' 3 } 3 > ) I' J 304.75 TC 34.5. STAND RD 4 7 TO ,. 3 4 TG A ( t _ I CURB �-- --- - 5" CONCRETE _ - ll t � I _ �.---•• :._--- .:,_ •..-._ -- _ ..PAVEMENT -301- - ----' ---300 --299 --- iI ! ---298-- - a % Smt A S- P Ti _ ENT N ON NO PAM ENT ALL CONCRETE FOR PAVEMENT AVEM CONSTRUCTION SHALL BETO 7T1 MINIMUM E 1 N MUM DEP TH SHOWN ON THE PLANS AND SHALL HAVE AM!NIMUM20-DAY COMPRESSIVE SIREN GTH OF 400E PSI. I ) :THE MAXIMUM PERCENTAGE OF FLY ASN I REPLACEMENT OF CEM PORTLAND CEMENT SHALL BE 25 Pt7TCl3JT 8Y WEIGHT. IDA 2 REINFORCING RC G STEL. SHALL BE GRADE 60 (60,060 PS! I l 3 3 FILL MATERIAL USED TO ACHIEVE GRADE IN AR 0 EAS 7 RECEIVE PA VEMENTt ALL 8 5H E COMPACTED ENGINEERED Fli.l. (PER GEOTECHNICAL IREPORT). FILL SHALL HAVE .i T} A MAX Pi OF 2O & BE PLACED IN $INCH Lao 0 SE LIFTS. COMPACTED I TO 92;i OF MAX DRY I l ` DENSITY ASD DETERMINED NED BY - THE MdDlFlID? PROCTER TEST ASTM D IS 7 T 1 CONTENT FROM 1R BELOW ( 5 A A MOISTURE l d TO 3R ABOVE THE 0 PTlMUMOISTUR 0 M E CONTENT. - .I i N 4. IF SUB ADE PI GRIS GREATER THAN 21 FOR THEE3 SU GRADE SOILSEN B EATH"THE PAVEMENT SHALL BE LIME STABILIZED TO I ( A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY PR XIMATELY 6:b 3 OF THE DRY WEIGHT OF THE SOIL LIME E STABIUZEb SOIL I f IL SHALL 8E MIXED TO M PROVIDE I ' 1 A HOMOGENEOUS MIXTURE WITH A MINIMUM MMPHOFi D C GRADE SWALEZ4 AN WHICH MEETS THE GRADATION 1 REQUIREMENTS TO DRAIN I I I REQU 1 SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION . (TXQO , STANDARD SPECIFICATIONSFOR CONSTRUCTION OF HIGHWAYS, STREETS, SAND BRIDGES, GFSr ITEM 260. THE LIME STABILIZED S iL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98%F " 0 -- - --_--- __ THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM N 2 i 11 O 2V I OPTIMUM MOISTURE TO 4% ABOVE tlPTiMUM MOISTURECONTENT, C NTEN . THE LIME USED TO -__ _-�_ _ STABIUZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDO T ITEM 284 "UME AND LIME 1 1 SCALE IN FEET SLURRY. THE UM STABILIZED E AB UZED SLEBGRAOE SHOULD EXTEND A MINIMUM OF 12 QUTSlDE THE TEMPORARY V P TB,IENT. A STANDARD STANDARD ' CURB 5. THE SUB A GR DE BENEATH THE 0 TEMPORARY ' C NCRI:TE SlDEWAt3GS C SHAH BE 0 PAC D 2' WOE CUR 8 I M TE AND ..STANDARD CURB STANDARD ,. _ 'PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDF]'1TiFlED BY THE 'PROOF -ROLLING' SHALL , CURB OPENING _ U BE REMOVED AN _. C D REPLACED. RB 3 a 302.45 TC 3D22a TC i 027 TO S. JOINT 30295 TC 3x265 7C 30295 TC 30235 TC i . IN SEALANT MATERIAL TO BE SONNE�ORN SL -1 OR APPROVED EQUAL •_. _ . 302 _ . ' � : r E APPLIED N F RMLY .i0 ON _ � � O THE C CRETE AFTER THE SURF CE 4 \I `Y► , �\f.. W J 2 FINISHING IS COMP � LETS AT THE RATE RECOMMENDED BY OF ��--\ \� �� �\��\�, \��\ '� '••\\� \ , THE MANUFACTURER. THE t COMPOUND SHAD. MEET 'CURING \\\\\\ THE REQUIREMENTS OF iXDO r ITEM 526. \ \ 8. A D S \_.... ...__._ • !L ADA RAMP WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL " \- \ z rn LENGTH OF E P \ THE RAM. WITHIN THE PROJECT T SITE. RAMPS ON THE PUBLIC Si \ \ �i P 8U SIDEWALK i0 HAVE \ \ 2 \ 0 3 PER DETAIL DETECTABLE \ ETE BLE WARNING SURFACE \ CE TO COMPLY WITH OC � L AL AND ST REQUIREMENTS. ATE ADA \ \ 1 \ \ \ \�\ � \•, �\ � 9. MAXIMUM CROSS SLOP 9 � E FOR ALL ADA ACCESSIBLE ROUTES \ 30225" TP \ ,30255 TC\ i 30262 TC N IS 2X FOR SIDEWALKS AND 303.40 TP \ 0 32.45 TC PAVEMENT. 5 ) J r > > > ) / ) ,J >, � REFER 7tl J , } 3 > ) ,) \ THE GEOTECHNICAL N REPORT FOR D SPE ) ,) DETAILED a .) ) CIFlCATi S N ON SUB GRAD > ) } ) s 7 } ) Y , ) ) ) , 3 ) 302.67 TC � P , J > ) ) A ENT FOUNDATIONS. ) ) > > } , > VEM ) ) ) )ETC. 3 } ) ) 3 ) ). > > / 3 ) J ) J , ) ) ) 3 ) , 3 J /)"'y.) ,J \ \ '25>>,14 / „)\ , 14 PARKINGSPACES s ) ) ) ) 3 > � I ti. All PAVEMENT SHA C } 3, ) ) > ) \\\ LL BE CONSTRUCTED CRD ) } ) / ) ).) ) ,) IN ACCORDANCE ONCE E 012 } - ). ) ) ,) ) ) ) WITH THE 2 CIN OF - AN COLLEGE STATION ST STANDARD . SPECIFICATIONS .) > ,JAND DETAILS UNLESS ) )) ) ) } ) ) /OTHERWISE .) >} ,) ) \ OVE ,, ) ) \ SAWCIIT &REM ,. 3 > ,..} ) s ) NOCONSTRUCTION. •,-) ) ,) , ,) ,), ) ' ' • >, 3, IED. ALL SHA B COORDINATED ,) > > >- NSHALL E R ATED WlTH.1HE GIN } } • ) . }> , } , } } /ENGINEER. " )) 5.s ) > ) ) ) > > > ) ) ) ) > ,,. + 06 tF OF CUR ) } I. ) fi t ) ) ) . ) ) ,> WCUr MOVE )i ) ) ) ) SA & RE ) } ) J ) ). 3 ) ,J 3 ' ,) i, G w , ) , > , J• , . > ) , } ) ) . PARKIN , ) do TtE INTO EXES7TNG PVMT , ) , t2 PARKING )) ) > >. ). K NG STRIPES SH BE 4 ,,.> ,. J ) „) ) , SHALL 141QE WHITE PARKING 0 > 51 RB IU LOT STRIPING. DRIVE THRU . • 3 i) ` ) ) 3 > + LF OF GU SEPARATION - , , > } ISLAND 1 ) 3 ) ) > ,) „) ` } , I 30271 T > J J , , 3 ) • •) > s--rr-; ). „) `. G P STRIPES B 6" ) ,> - .> ,) > >!)' > ,- �.- ,',), . do TIE INTO EXISTING VMT SHALL E WIDE WH PARKING LO > ,3 ) . , > > - ) , 1, ).. , , ITE NG T STRIPING. MATERIALS AN ) } ) D CONSTRUCTION ) ) I J, -, ") r } >. s 1818 SF '•).,>,) )�``•i`>`)•)•• +3" ), ,)-,),3,>. ,},3,>,).,3,-,>..).)?,•,,,)_.`-__` •_ .,: J30244 7P-• � � I SHALL CONFORM TO TxQOr STANDARD SPECIFICATION 666 ITEM TYPE 2 MARKING . MATERIALS . s .) •) ,) „ .> ,. , > ,>. , } )) 03.12 TC J ,3 } ) ) ) , ) ) } } } , } „ ,s ) „3 ) s } l J J r) J J a PARKING SPACES ) , > , 1 ARK A S ) ) 3 ) ) 3 ) ) ) ) > ) ) > } > 3) } ) ) Ot S Ot ) 3 ) S 0 t -S J > ) 3 • J }s ) a , ) ) ) , ) ) ) > sswR ) , 294.5Q i1_ ) 3 „ J ,) ,) s r i } 3 > ) 3 , ) ) , ) J ) ) J > } ) >>�0��j T ( GRADING CONSTRUCTION NOIES- \ \ i. Flli MATERIAL ATER usED a c WL. T ACHIEVE GRADE IN AREAS 0 RECEIVE SPACES T EiVE PAVf?.it3J'i OR \ 1 T:1(I511NG PARKING SPA E \ .60 f-- 303 TP t WITHIN THE STREET RE \ i GTtr-OF.WAY SHALL BE COMA 0 A 9 EXISTING HANDICAP CES COMPA= T T LEAST 98% OF 302 O TP 2 EX TiN HAN I AP SPA \ \� \ i 3 MAXIMUM \ THE M DRY DENSITY AS DETERMINED BY STANDARD :' ETTOtM THE AN ARD PROCTOR Ti37 \ EXIS G PAVEMENT ENT rn D698 \ �\ ASTM AT A MOISTURE CONTENT' FROM -OPTIMUM MOiSTURE CONTENT 70 4R \ �. \ A8O U VE THE OPiTM M MOISTURE CO 0 LATENT AREAS OUTSIDE OF THE I STREETLd ' AiION I I 8" P F _ O 31.EEVE , 6 EXISTING PARKING SPACES I \ P tY \\ \ N ` �\. EXISTING HANDIC S I 1.. \ \ 2 AP SPACE C� \ a i \303.95 ii' J) ) 3 I > ) ) ) ) ) ) ) S > J 3 Tn ) ao 3 Q ) ) •) ) J ,J f, ) ) Li! ) ) , ) } J I >, r> } J ) J J! , }5>5385 ) 3 ) „ ,3 3 > > 3) J ,. - I o -'-.304.75TC TI. 1 304: 3 TO, o INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL INTERIOR ISLAND ISLAND AREA ISLAND AREA AREA F S REQUIREQ S.F. PROVIDED S.F. 1 818 360 458 2 832 720 I file 123 - 3886 360 1 5p6 ADDETIONAL INTERIOR NTERtO LANDSCAPE ISLANDIi PROVIDED RE UIRED R V1QED 1076 SF (672 SF Q RIGHT-OF-WAY SHALL BE COMPACTED TO 9546 OF THE MAXIMUM DRY DENSITY. i 2 THE SUBGRAD E BENEATH THE CONCRETE SIDEWALKS SHALL BEPA 0 C M CTED AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF-ROL.UNW* { SHALL BE REMOVED AND REPLACED. . LA 3. HANDICAP RAMP SLOPES S C HALL NO7 bC EED 1Y:12H. 4. THE TOPOGRAPHY SHOWN IS FROM HELD SURVEY DATA. j 5. THE PROPOSED CONTOURS ARE APPROXIMATE N7T1 E APPR X MATE ONLY. THE TOP OF DES CURB N R IG GRADES FROM THE PROFILES E STREET R AND THE DESIGN GRADESPOT i1.EVATIONS SHOWN ON THIS SHEET 1 S BE C SHOULD 9 ED TO CONSTRUCT THE PROJECT. a 6r STRUCTURAL, BACKFILL. FOR J1111TY OR. STORM DRAIN. TRENCHES. IS. REQUIRED WHENEVER THE TRENCH5 IN ' F PA 1 WITH 5 0 PAVEMENT OR SIDEWALK. 7. THE CONTRACTOR SHALT FOLLOW THE GENERAL INTENT OF THERADlNG S MINOR An.tII-gMFUM m TRF AM mt m FvAnnNS cRN nwnm TRir r_oamm ±L Pi AM 1 --� l� 0� Tom" THE SEAL APPEARING ON THIS }# :1.ii j� ® �r'� DOCUMENT WAS AUTHORIZED. BY • E ! n e V 1 1 3 . JOSEPH P. SCHULTZ, P.E., LICENSE + :*�.{{. { .G ........s..`..........Al.. 2730 Longmire, Suite A NO. 65889 ON NOVEMBER 15, 2013. JOSEPH P. SCHULTZ College Station, Texas 77845 ISSUED FOR REVIEW65se ' 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE C /? KERR DLD DLD JPS 13-275 NOVEMBER 2013 FI # 12327 MARK REVISION BY DATE SCHULTZ ENGINEERING, LLC . I one"----- � 1 I ...... .......... hu-ItEngi n ee ri n LLC `� z 2730 Lon mire Suite A College Station, Texas 77845 :. 979.764,3900. TBPE NO. 12327 _ 11 I DESIGNED DRAWN - DATE KERR . / JPS 13-275 . Ii . _ ... . .. . 1 I : / II . , . II I I .. . 11 I . ♦ II _ . L - . _ II . . . . . . I W A NOTES iE TE — —.___. I I. . - .ri ! I .- I . _ . TR CTURAL BACK F LL AREAS ARE DEFINED F ED ANY AS PN TRENCH - I I i SECTIO UNDER OR WITHIN THIN 5 0 PAVEMENT. MENT. I I .` Z PRI ATE WA E V TER LIN AND PR PRIVATE ATE SANITARY SEWER UNE I . \ I ! . 20 4 0 40 ONS G TRUCTION SHALL IN ACCORDANCE BE A C RDANCE WITH THE I I . . N i I _ PLUMBING CODE. G CLEANOU H TS SHALL BE INSTALLED PER . . SCALE IN FEET PLUMBING MBING CO E . D. _ I _ _ . . 3. PRIVATE TE WATER &SEWER LINE SERVICE RI MATERIALS TO BE ; TUR FIRE... FUTURE STA. 4+a T 58 t7CIBT ,. .5 12 x 8 MJ TEE ! I . - ACCORDANCE A ANCE WITH PLUMB G DE ` IN CO HYDRANT ASSEMBLY. ! . 4. ; D OF EPTH THE EXISTING WATERLINES TO BE VERIFIED BY THE . STA 0+10 I •- — __ . ,. . . CONTRACTOR. 12 MJ GATE VALVE STA. 2+03 ' - STA. 3+88.52 . - � . _ „ .. 12 x 6 MJ TEE „ „ 12 z 8 MJ REDUCER I 5. REFER 0 LA T PLAN VIEW FOR TER LOCATIONS... R WA SERVICE LINEft- 0+00 .._ .... _ .... 0 1+ 0 _ _..W,.. --�--� � d .® _, -- --=-� - += --- ,. 3+00 _, — w i 5 twsnNc 32~ , — _ y L DIVIDED EAR D E T'Fi FREE OF ROCK, LUMPS AND CLODS 6. FINE Y+�\-INSTALL _ -- — — \ WATER UNE _ _ EXCEEDING 6 Sf-IALf_ BE PLACED BY HAND AND COMPACTED I.. • PROPOSED �2,. — STA a-ra�.e 8 8 MJ GATE VALVE zt ~ (STING 12 AROUND THE CAST IRON PIP E BEFORE BACKFILL HAS BEGUN - sra - o+oo WATERUNE TEE &GAP -' GATE VALVE . . BY ANY MECHANICAL EQUIPMENT. a B OFl` Lqw AssEMBLr /11 , ! REMOVE IXISTING .7. ALL CONCRETE BLOCKING SHALL BE MIN. - 28 DAY STRENGTH I I - • 8 x 6 REDUCER. s GATE VALVE & . . 2000 PSI. I i 3 CONNECT TO EXISTING I TE£ . - 8. AL THRUST L THR 5 BLOCKING SHALL PROVIDE A MINIMUM OF 2: I - . SQUARE FEET11 Q ET- OF BEARING AREA OF CONCRETE ON I tj. & a>. -s . . UNDIS U SO T RBEp IL 0 RAS DIRECTED BY THE ENGINEER. I . it � I . - . I 11 I I , ! .- 9. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL I 1. I . ,_1. CONCRETE HAS REAGNE D D 7 AY STRENGTH. .: o !N ,. . . 10 .ALL FITTINGS SHALL BE MECHANICAL JOINTS U UNLESS - 1 M ., . -I 0 ERWI TH SE DIR C E TED. I t 3� 11 q3 N _ ." � I � i� 11 I . 0 . UB LIC WATER ATER NOTES. i . WATERLINE PIPE MATERIAL 1..11 . i • L _I 1. . - 12 PVC, DR 14 AWW A C 90Q L t , CL. . 2oQ . _ ,. i N - , IQ nnhh��II 2. G EXISTlN GROUND D P 0 R FT LE5 SHOWN IS BASED ED ON FIELD _ VI9L� _. . RVEY SU1. pATA. . 3. REFER TO FIGURES W1 & W2 FO R DET ILS A . .1. . . u _ STRUCTURAL C BACKFILL 378: LF 11 . , -. . u .3 1 6 . _ .1. - 3 16 .` . PROF PROFILE SCALE b 1 -40 HORZ. . . , :. 1. 4 VERT. T " _ - 3 1 2 . . - . 312 _ .: : , 3 Q 8 . 308 . _: . . . ,, _ . . . EXISTING GROUND ..v _, I 11 11GR DE51 ADE . - I s . . . . 30 4 . I/ 304 . -1 I- . , I I . . �- - .,.---I. `-- ------ -.� -_ . . . . -. . - 3 0 0 - 0 3 0 ., . - - , . 4' MIN N BUR Y _ .1 ~ PROPOSED 8 - . . 1. WATERLINE . . _ - ,. - 2J 6 296 _ _ I _ . . . o.1k x . . . . . : a- . a V M - . . I ,.. . . .'... - 29 2 lu - 1 I'd PR gPOSED 2: WATERLINE m K w v A n� - n D w J Q 29h Z . li O 9 - - QI 7 Q7 N r - _ - _ .. . .- na I m 7 � . X m O Q � (- . .. X W 2 : .. 288 .. 2 8 I 11 - . . . . . 11 284 .. - - 284 . . --. . .. _ 280 . 280 I . . I . _ . Z _ - _ -- . 0 W! D! H Q 00 N Q! rn Q M 4 N T` .d. t7 '. . ; cL z I cd rn N tp rn N tp rn . N r r rn n rn r` rn rn I i W W N N N N N 276 _ . . --------_ ....-..--- --::_.--- '. ..... --...._ . 276 --...... - . _ ._------.----... -----•--_...._....-----...-.- —..-_ .....-..--- , . - . _ -0+50 . 0+ 00 � +ov 2+00 4+ 0 0 4+50 _ I. . . I one"----- � 1 I ...... .......... hu-ItEngi n ee ri n LLC `� z 2730 Lon mire Suite A College Station, Texas 77845 :. 979.764,3900. TBPE NO. 12327 ;. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE I NO. 65889 ON NOVEMBER 15, 2013. . ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD I DLD JPS 13-275 NOVEMBER 2013 12" & 8 WATERLINE RLI N E - W1 t mj!�.p e a Ao; lb 1*1-0 sA a�1................... *.. I JOSEPH P. SCHULTZ �...:......................... I 65x89 SS. .. FIR # 12327'--(f { SCHULTZ ENGINEERING, LLC PUBLIC WATERLINE W1. . I � I I � STA.0+00 — 4+05.95 1 I . PLAN &PROFILE STR E ETS CA P E TREES QUANTITY TOTAL POINTS ' LIVE OAK 2.1" -3.4" CAL (Quercus virginiana) . 2 300 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 2 80 NON -CANOPY r TOTAL STREETSCAPE: 380 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE l Engieneen On LLf*" 2730 Longmire, Suite A College Station, Texas 77845 .. 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. A2013 KERR DLD DLD JPS 13-275 NOVEM BARRACKS II RE CREATION CENTER PARKING L 0 T IMPR 0 VEMENTS BARRACKS II SUBDIVISION - PH 300 LOT > BLOCK 28 -COLLEGE STATION, TX , F019SAITIA A VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME- VERTICAL AME N/F HEATH PHILLIPS INVESTMENTS, LLC TRACT 19, 29.175 ACRES ZONED A-0 S42P '14' 1TW — M5.25' 300 —298--- -e — — 299 300— __299—— —298— _297— _295 — — 292G '295 — 03s —29 . 29s- - 40 20 O 40 `9,— 292 -90 _ SCALE IN FEET i t NG 15LAHD 3 BSSl -- PROPOSED i5PtIE 1 x737 N( I � ! { {I{ I f { ! { Mf 11�� I \ I I ! ! I 1 I !ll { { I{ I{I{ I� I I { 1('a I l I I{ {{►I! ! !III N !l { 11111 I ! 11 t I -.1 a { III III I{{{ N. I� !I ! N o o I I l I { III I' LIMITS OF , ! { I ! I I { I { I ► { �Q ^ol I l I NI { 1 I 111 ! !III {1 DISTURBANCE ! T I N I I!{ I �N� I {{11{ N,!! ! o III ! ! I ! {I .► ! , NIP matoz ( 1 } ! 1 I l HEATH PHILLIPS INVESTMENTS. LLC { { 1 { I N l LOT 3, BLOCK 28 I I{ I I N l I {{ II 1 C4 i I e rl I 11.49 ACRESEwsnNP Ill !lI I ZONED PDD { I I{ I I I{ \ \ POND npN { I � N { 111II1�N#1, 1 I{ 11 ! PARKNG I I zaw-4 HII LIT FENCEcck _._.rt. I I I ! I M I I I III col I 1 {Ill !I II ## 11 !{! I 1 I I I I I l I I 1 l 1 OSED li2'WATERLNE���R( 259 ----290 ( I � � ���.1 I I I � �) l � I � `` � - _ �r � � 1 ` � —'— ----- --- --- ---- _- ---- -•-- ._,_- ,�.._. � --- ...--..- � � 1 P NG I ` � �" / / � / / '�� (ISLABND 7 f . � / � � , � ` \ i i� 1E .iI , -� �""� —' —291-- � I' J � j I t' \\ \292— \\V 293 —294-- I jiHN1�1 -- 295 ILL 7 ! - _•�- - —297- 298- 297 299----- 134.�._34i j' -—'r--- —299 UN 300- ---- 00 — E -n =2T - ----- -.iia- - ------.._. _- __--,-- .. - l V-42w-iz ! ! tz W.-72 W-72 w-iz vf-�z w-tz W-72 2 w-12---.w-yz t t (!1 11 f . -.— ....�— --- —^— O. ;I — Illi 1111 1 II F Illi PROTECTION o _--- __-----__......._._—___--_ __ _-------__ _..---__—._—------------------------------ t II 11 I N%F -' _________________________ , � HEATH PHILLIPS INVESTMENTS, LLC ! TER NE ar----------- _____ .--_---- a 1 ►1 III TRACT 46, 87.602 ACRES 10' SEWER UNE 12' WATERLNE 1 t T 71 n t 9627/73 DEACON DRIVE WEST u INLET PR°TT:cTIDN --- ZONED PDD 85' RIGHT-OF-WAY ' T2" SEWER UNE N 1 1 OVERHEAD ELECTRICAL METAL T–POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 4"X4" MIN. .----------..___- I I •2'X4" WIRE MESH (OPTIONAL) FASTENED TO 7 POST OR WOODEN STAKE 4' 20" SILT FENCE ASSEN BLY MTS. SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH $' OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL Im it ALLOW 25' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. I PARION ' 2-k187 ISH 18- RMECTIVE FMMETAL SIGN PARKFNG 3' If III IIIII" REFLECTIVE FINISH METAL SIGN s' rME71 2x2 GALVANIZED SMEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT' TUBE AND CAP. 1 I NOTES: I. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL NTS. MIN. PERTH STONE O.y~r~� VARIES. 1A (ASTM 0449, 3" 70 OTEXNAME RFASRIC OVER 5O> 70 GETILEi0 WITH SAME SQUARE EXISTING STREET *AINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE 6" -MIN. NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE GEOTEXTILE MAINTAINED SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. SFX"0NAA 1— CONSTRUCTION EXIT SILT CON'T'ROL NTS. DOCUMENT APPEARING '�+ "Engineering, L':-Ao% JOSEPH P. SCHULTZ. P.E., LICENSE --u 2730 Lon mire Suite A NO. 55889 ON NOVEMBER 15 2013. College Station, Texas 77845 ISSUE© FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 NOVEMBER 2013 GI GRAVEL VICINITY MAP TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT --LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN E41E T' PRO'TT;C!'TON NTS. BARRACKS II RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS II SUBDIVISION — PS 300 LOT 1 BLOCK 28 —COLLEGE STATION, TX OVERALL SITE & EROSIO CONTROL PLAN SHEET 1 OF 2 RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS 0 SUBDMS CN PHASE 300 LOT %LOCK a nos AQVS VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' OCTOBER 2013 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN, TX 7/881 BRYAN, TX 77803 (979) 229-5905 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, I.I.C. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764--3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 w w¢ Cn IJin N !. r N zN2 '} cn cn 3 r J � FL w 3= -----3tp-- -- EXISTING CONTOUR PLAT BOUNDARY TOTAL END ISLAND ROW UNE ELAN EDGE OF PAVEMENT UNE R LOT LINE AREA &F REQUIRED SF. -- - ^- PUBLIC UTiLIY EASEMENT LINE - • --- PROPOSED PUBLIC ACCESS EAS9I W S-8 PUBLIC SANITARY SEWER LINE W-8 PUBLIC WATER UNE -- ST ST - PUBLIC STORM SEWER S-12 PROPOSED SANITARY SEWER UNE W-8 PROPOSED WATER UNE ADDITIONAL INTERIOR LANDSCAPE ISLAND PUBUC 6' SIDEWALK e- O PUBLIC SANITARY SEWER MANHOLE EXISTING SIDEWALK PROPOSED BUILDING ' VLH - VEHICLE LAY OF HOSE R3 6,T -i 3" CONSTRUCTION JOIN b k 6 1/2= #4 BARS ® 18" C/C VARIES I w -#4 BARS TEMPORARY CURB DETAIL N.T.S. NOTE ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. TYPICAL CURB DETAIL N.T.S. ® = #4 BARS Tei = 3/4" X 18' SMOOTH EXPANSION DOWELS REINFORCING BARS * [-CONCRETE PAVEMENTI •f' a X 1-6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - #4 REBAR ® 18" O C.EW. * 5" PAVEMENT - #4- REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER DETAILS ON FiGURE ST AND PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.T.S. I I j J I i TILL Ii j�j L Ii I f 1,-k IL I I I , illll II l i L II,III II JI I, 1 1i • I,iIL1 ll 1 Ii L LIMITS OF DISTLIRBANCE 111 i I II . ' PSTANDARD STANDARD ROPOSED /-TEMPORARY TEMPORARY i J 15" P.U.E CURB EMFIRE HYDRANT CURB ASSEMB TEMPORARY STANDARD 4 {� RB CURB CUT - CUT -" "STANDARD -" STANDARD - CURB � ` fff tCURB. iz �P � .� F /- �• �N F - - 2N3' IRRIGATION �03 w-12 w-12 r w -1x ' ._- 1.2 T w-�i2 w-12 SLEEVES (TYP.) a PROPOSED TEMPORARY 12WATERLINE STANDARD ARD IV P.U.302 CURB 14 PARKING SPACESCURB 14 PARING SPACES 91 11 . 1EM STMDPARKING 24ISLAND 83SPAiCING11 t2 F ISLAND 1 *866 SF t81 SFARo w- . I DiLL 1i i � N , Ii 3p3 ¢3 1 EXISTING PARKING SPACES 303 14 PARKING SPACES 10 PARKING SPACES 2 PROPOSED HANDICAP SPACES I l I L ii 11 EXISTING 2 3' IRRIGATION PAVEMENT - LIMITS O _ SLEEVES (TYP.) / 9 6 EXISTING PARKING SPACES! DISTURBANCE F �� () 30 PARKING SPACES 11 PA ISTiNG HANDICAP SPACES PROPOSED HANDICAP SPACES tI PARKING *280 ' 3D4 - 304 I s 1I M� STANDARD ---"'EXISTING FENCE CURB L ............ 20 10 0 20 SCALE IN FEET 297- - --- -- - ----- ---295 APPEARING ON THIS chu ;Ifi: Engineering,LLQ JOSEPH P 3CWAS HULTZ� AUTHORIBY ZED 2730 I.aTT mire NO. 65889 ON NOVEMBER 15, 2013. . g 1 ,Supe A College Station,Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNEE} DRAWN APPROVED JOB NO, DATE KERR DL.© DLD- JPS 13-275 NOVEMBER 2013. BARRACKS II RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS II SUBDIVISION - PH 300 LOT f BLOCK 28 - COLLEGE STATION, TX SITE SPECIFIC NOTES: i. THE OWNER OF THE PROPERTY IS HEATH PHILLIPS INVESTMENT, U.C. THE SUBJECT PROPERTY IS 1. BLOCK 28 OF BARRACKS 11 SUBDIVISION - PHASE 300. PROPERTY IS ZONED PDD. 2. THE DISTURBED AREA FOR THiS PROJECT IS 1.22 ACRES (53.238 SF). 3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS. 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE RE 5. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS, 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.Q. 7. TRAFFiC IMPACT ANALYSIS IS NOT REQUIRED. B. THE SUBJECT TRAGI' DOES NOT UE WITHIN THE 100 YEW FLOODPIAiN ACCORDING TO FEMA FWt INSURANCE RATE MAPS FOR. BRAZOS, COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480M, PANEL NO. 3t>51:. MAP NO. 48041C350E. EFFECTIVE DATE MAY 16, 2012. 9. ALL RADII AND DISTANCES ARE MEASURED To THE BACK OF CURB UNLESS OTHERWISE NOTED. 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTH& 11. ALL UTILITY UNES (WATER. GAS, SANITARY SEWER. VMZON. STORM SEWER, ETC.) SHOWN ARE Ti FROM BEST AVAILABLE RECORD INFORMATION BASED ON CCNJSTRUC710M UTIUTY MAP DOCUMENTS OBTAINED BY FROM CiTY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND TIED EVIDENCE. S POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 12. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 13. ALL ELECTRICAL. IMPROVEMEN75 SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND P THE COLLEGE STATION UTILTiES ELECTRICAL DESIGN FOR BARRACKS it RECREATION METIER PROJE CSU ELECTRICAL CONTACT: ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTiUIES 979-764-6314 14. ANY SOWED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM ViEW OR TREATED TO LAI LIGE A STONE BRICK. OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING DETENTION POND OUTLLT STRUCTUIM SITE PLAN SHEET 2 OF 2 MERAL NOTES: 1. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VER"NG THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UiiLRY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TFSS. (am) 344•••8377 ATMOS ENERGY -(979) 774-2506 SUDDEN LINK COMMUNICATIONS: (879 595-2429 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 ME THIS INCUDES THE INSTALLAT OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EV OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT: 4: THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT- N0. 7XR 150000 REQUIREMENTS FOR CCNST2UCTION SM3E 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISiURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. G. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER ALL CONSTRUCTION SHALL BE C ODROINA7W WITH THE CITY ENGINEER'S OFFICE, 7. THE CONMRUC71 NJ SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. B. THE CONTRACTOR SHAD. REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS iSTABLJSEIED. 9- INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT 70 THE PROJECT SITE 10. CONTOURS SHOWN ARE FROM HELD SURVEY DATA, 11. EXTERIOR BUILDING AND SiTE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNR DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL. NOT PROJECT BEWW AN OPAQUE HOUSING A NO FICTLIRE SK41L DIRECTLY PROJECT LIGHT HORIZONTALLY. FUCTIJRES WILL BE MOUNTED IN SUCH MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE PLEASE N1 THAT COMPUANCE WITH THIS SECTION WILL BE VERIFIED AT THE 71ME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. Nc�, I. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. EIRAN�tiS I. ALL CURBS AND CURB ENDS SHALL SE PAINTED RED WITH FOUR INCH (4' WHITE LETTERING STATING 'ARE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES {12'� WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12') WIDE AND SEX INCHES (6-) HIGH STATING 'TOW AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHiTE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 90 SPACES PERIPHERAL PARKING.• 38 SPACES INTERIOR PARKING• 56 SPACES INTERIOR LANDSCAPE ISLAND REQUIRE©: 56 SPACES X 12 = 672 SF PAEVGWG ANALM SSD_ PARKING: 82 PROPOSED SPACES PARKING 3 PROPOSED SPACES HANDICAP 7 EXISTING SPACES PARKING 1 EXISTING SPACE'S HANDICAP F 93 SPACES PROVIDED TOTAL � , il• � ` i RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS 11 SUBDIVISION PHASE 300 LOT 1, BLOCK 28 Uo* ACIAES VOL 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' OCTOBER 2013 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN, TX 77881 BRYAN, TX 77803 (979) 229-5906 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 SHEET INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ELAN ISLAND AREA R AREA &F REQUIRED SF. ISLADPROVIAMA F 1 11 818 360 458 211, 832 720 112 31, 866 360 506 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED - 1076 SF (672 SF REQUIRED) Nc�, I. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. EIRAN�tiS I. ALL CURBS AND CURB ENDS SHALL SE PAINTED RED WITH FOUR INCH (4' WHITE LETTERING STATING 'ARE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES {12'� WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12') WIDE AND SEX INCHES (6-) HIGH STATING 'TOW AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHiTE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 90 SPACES PERIPHERAL PARKING.• 38 SPACES INTERIOR PARKING• 56 SPACES INTERIOR LANDSCAPE ISLAND REQUIRE©: 56 SPACES X 12 = 672 SF PAEVGWG ANALM SSD_ PARKING: 82 PROPOSED SPACES PARKING 3 PROPOSED SPACES HANDICAP 7 EXISTING SPACES PARKING 1 EXISTING SPACE'S HANDICAP F 93 SPACES PROVIDED TOTAL � , il• � ` i RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS 11 SUBDIVISION PHASE 300 LOT 1, BLOCK 28 Uo* ACIAES VOL 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' OCTOBER 2013 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN, TX 77881 BRYAN, TX 77803 (979) 229-5906 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 SHEET !1 pz���44 ! � i C f ` I � Ifl Il�III � ji'11f 1 1�1l11 1 j if� Ili 1. WIDE CURB OPENING 4-1 r4 t. I I Go To ► f 1�T�!4 `�. !I 111 l 111 ��30295 TO 1 j TEMPORARY ARD � f CURB `30285 TO. `I l1 f 302.so TO C� 3O � 1 �I �!'N ,�\ 3045 PARKING ISLAND 4*280 SF I f '?`30475 TC' hAv LAO Ifl L 1/B' R SEAL UM JOINT MAIDUAL :.... U. .......... METAL KEY WAY PLAIE DEFORUED TIE BARS N x to . Is" D.0 TYPED' LONGUMINALJOINT IANGtUDWN. JOINTS SHALL BE MANtED ONLY ON THE CENTEREWE OF THE PAVEMENT 6; IN. WIERS =CNS AS. DETARED SEAL W/EIIPARSICN JORT MA7EWAL 3100111 DONE]. BAR 3/4`$ X ffi . 10' O.C. Ile R 3/4 (COATED WIWAW QtEASE) 6 Iii. s RETNFCRCE1kN7 EARS AT t9 G TO C L LDNWWWAL AMNMCDOM' 9 m— BARS AT AIV C TO - 7NE AT EVERY WTOMSECDON SHAM BE M tOOX TANGF. TSECITONS RECYCLED MATERIAL, 3/+'.,/ �3j tONO METAL OR PLASRC CAP. 'ROCK AS IEANUFAGN7RFtl W a DW£TER to BE 1/I6' VAMP BY.. RUSSEL CO. OR THAN CLSAm ER OF DOWEL BAR. CAP APPROVED EQUAL MUST BE t.CWO MUCH TO COVER Y OF QDMD. Atm HAVE Snm SD EDD OF CAP ES 1' FROEE HEIS DTD OF BAR TYPE 119 ;EXPANSION & CONSTRUCTION JOINT TO BE SPACED AT 4D' WIERVMS k AM RADNS PQWTS. PA'S P.T.% k CPPO= PA."J. d ON AM HORWWAL a VEAIICAL CURVES SAWED OR FORMED, SEAL NIXH JOOET MATMA. SEAWC HOF REDID W OMM 3/B" R� 1/B" TO 3/tv r 17-1 3/4' fF BARS: 10' ).CEN. TYPE "B' CONTRACTION JOINT TRANSVERSE JOUITS SHALL BE SPACED 19 C DM R TO CENTER ME %' .DWT AT AU. RADIUS POWTS AND MAX DISTANCE or 3w ON 7ANOEHTS METAL KEY WAY PLATE N07E: EXPANSION JOINTS AS SKM AND AT VARIf.S EACJI RAp0.iS P09iL C UFM MANSION JOWR SHAM Or AT OC Comm CARIB TYPE 'D' Jun ODNUEOI. JOINTS SHALL BE AT 1Q con=z-z4A LONOt71ID9lAL JE O OO" � tO GIOfm oK RAt9tls. G1YPJ BACK OF CAW_ TIT'S 'D' JOINT TYPE 'B' JO91T TYPE'W JOW7 AT 7URM EKIENSM OR AT PROP. Ram mv) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION 'I • kl l f OWE SWALE I 70 DRAIN I ¢ f 1 X I I I "�T,1 ' I i 287— — ------ 286 -- 290= 291-- �_ — �. — � ..._.�• lJ O 1 _292—.. _L i—._ — — — — -293• — — _-1 ` — _ ___. �. —---294— —295 vj - 0mkh:1 THE SEAL ING ON !� 2g�2enwng DOCUMENT WASFAUTHORIZED ABY 01.0.11 JOSEPH P. SCHULiZ, P.E., L (CENSE ite A NO. 65889 ON NOVEMBER 15, 2013. College Station, Texas 77845 ISSUED FOR REVIEW :... 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE AMKERR DLD DLD JPS 13-275 NOVEMBER 2013 .BARRACKS II RECREATION CENTER PARKING SOT IMPROVEMENTS BARRACKS II SUBDIVISION PH 300 LOT > BLOCK 28 -COLLEGE STATION, TX IIIIIII-ON ZL-M SL -ht ZI-M — 20 10 0 20 SCALE IN FEET OL -S OL -S OL -S 01--: rwwrr�wrwwA rrrrw rrrw, etrrwr rrwra PPtm!-T!T CONSTRUCTION NOTES:. 1. ALL CONCRETE FOR PAVEMENT CONSTRUC7/0N SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SMALL HAVE A MINIMUM 2B. -DAY COMPRESSIVE STRENGTH OF 4000 PSL THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF POR11AM CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) & FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED ETNGNE jI FILL (PJ;RR GEOTEK "MC:AL REPORT). ENGINEERED FII. SHALL HAVE A MAX PI OF 20 de BE PLACER JN 8 INCH LOOSE LIFTS COMPACTED TO 922 OF MAX DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTER 'LEST (ASTM D-1557) AT A MOISTURE CONTENT FROM I2 BELOW iD 3X ABOVE THE OPTIMUM MOISTURE CONTENT: 4. IF SUBGRADE PIIS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABELIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6X OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4; AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXno7), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS: AND BRIDGES: ITEM 260. THE LiME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST go OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO AIX ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOL SHALL MEET THE REQUIREMENTS OF MWOT ITEM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12' OUTSIDE THE PAVEMENT: S. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF-ROLLMf - ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF-ROLIINN SHALL BE REMOVED AND REPLACED. 8. JOINT SEALANT MATERIAL TO 8E SONN®CRN SL -T C}R APPROVEp EQUAL 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TD THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURR. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXOOT ITEM 526. 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE RPER DETAIL EQUINEMENETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA 9. MAXIMUM CRM SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND PAVEMENT. 10 REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATION% ETC. 11. ALL PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLI.EGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS 07HEtWJSE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED, WITH THE ENGINEER. 12 PARKING STRIPES SHALL BE 4' WIDE WHITE PARKING LOT S7RJPJNG. DRIVE THRU SEPARATION STRIPES SHALL BE 6' WIDE WHITE PARKING LOT S7RIPINM MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING MAi8UALS (TRAFFIC PAINT). INTERIOR ISLANDS ISLAND TOTAL ISLAND END ISLAND AREA ADDITIONAL INTERIOR AREA &F REQUIRED &FP � AREA 1 818 360 458 2 832 720 112 3 666 360 1 = ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 1076 SF (672 SF REQUIRED) LANDSCAPE ISLAND ANALYSIS:_. TOTAL PARKING: 90 SPACES PERIPHERAL PARKING: 38 SPACES INTERIOR PARKING: 56 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 56 SPACES X 12 = 672 SF GRADING -CONSTRUCTION NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 962 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCiOR TEST. DTTiJ: OPTIMUM MOISTUER CCONTW. AREAS OUTSIDE E CONTENT FROM owpnmum mOOF�THE STREET RE CONTENT TO 4X RIGHT-OF-WAY SMALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DOMY. 2- THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTS) AND 'PROOF -ROLLED'. ANY WEAK OR SOFT AREAS iDENTIFIED BY THE "PROOF -ROLLING' SHALL. BE REMOVED AND REPLACED. 3 HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA 5 THE PROPOSED CONTOURS ARE APPROXIMATE ONLY, THE TOP OF CURB DESIGN GRADES FROM THE STREET PROFILES AND THE DESIGN GRADE SPOT ELEVATIONS SHOWN ON THIS SHEET SHOULD BE USED TO CONSTRUCT THE PROJECT. 6,, STRUCTURAL BACKFILL FOR. UTUTY OR STORM DRAIN. TRENCHES, M REQUIRED WHENEVER THE TRENCH iS WITHIN 5' OF PAVEMENT OR SIDEWALK. 7. THE CONTRACTOR SHALL FOLLOW THE GENERAL. INTENIT OF THE GRADING PLANS. MiNOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY R REQUIRED TO MATCH EXISMG GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN OWE SPOT ELEVATIONS SHOULD BE USED FOR CION OF THE SITE S. THE CONTRACTOR SHALL REMOVE THE EXISTING TOPSOIL AND STOCKPILE FOR REUSE FROM ALL AREAS OF CONSTRUCTION. THiS INCLUDES THE PROPOSED LAT AREAS WHICH WILL RECEIVE FILL MATERIAL THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONCE TOPSOIL HAS BEEN REMOVED FROM AN AREA FOR THE ENGINEER TO APPROVE THE CONTRACTOR TO BEGIN EXCAVATION OR FILL PLACEMENT. 9. TOPSOIL REPLACEMENT G REQUIRED TO A MINIMUM DEPTH OF 3' IN ALL Maar OF WAY AND EASEMENT AREAS. CONTRACTOR WILL UMUZE EXISTING TOPSOIL FROM THE SITE, NO IMPORT OF TOPSOIL IS REQUIRED. � MARK LOCATION V4t1'tH GALVANIZED LEGEND CARRIAGE BOLT %" X 2" 5" CONCRETE PAVEMETT d W CONCRETE PAVEMENT EXISTING PAVEMENT EXTEND END 12" BEYOND CONCRETE 1 AND TAPE BOTH ENDS k 69JZ" -4 OR PATH _ PLACABLE INSTALL BOLT IN WALK 3" SCH 40 FVC PIPE 12" BELOW TOP OF GRADE TYP. PVC SLEEVE N.T.S. R NOTE ALL CURBS S' IN HEIGHT UNLESS NOTED OTHERWISE. 04 BARSig IW CIO VARIES 0 =0X BARS TEMPORARY CURB DETAIL XT.S. REINFORCING BARS * Im TYPICAL CURB DETAII,, NTS ® = 04 BARS 0 = 3/4' X 1a" SMOOTH EXPANSION DOWELS -CONCRETE PAVEMENT * X=5* OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - #4 REBAR ® 18" O.C.E.W. _T •A• .. ' a.• ••ea ':G - a a4Ax J' . j- '° - x * 5" PAVEMENT - #4 REBAR ® 1$O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER DETAILS ON FIGURE ST AND PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. 6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) PA VEM,ENT PLA AT .L'f PAVING SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-275 N/F HEATH PHILLIPS INVESTMENTS, LLC TRACT 19, 29.175 ACRES ZONED A-0 t _ 542 14 if - X zar 2993011 —" -- — .. 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TRACT 46, 87.602 ACRES 10' SEWER LINE " 9627/73 1r WAIERL1NE INLET PROTECq= iii iii ZONED PDD PRO70MON DEACON DRIVE WEST 65' RIGHT-OF-WAY 1 ! 41r 1r SEWER LINE— „ 1 I OVERHEAD ELECTRICAL LINES / / G METAL T -POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 4"X4" MIN. -27X4" WIRE MESH (OPTIONAL' FASTENED TD T -POST OR WOODEN STAKE 4' 4' 20' SILT FENCE ASSEMBLY NTS. SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL ,�nn011 OF FLOW 'ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. PPARKING2 X16• REFLEMIVE FINISH METAL SIGN L5 40 20 0 40 -`" - SCALE IN FEET 3' 2'x9' RM.ECTNE FINISH METAL SIGN 6' GRAVEL BAG G" MIN. DEPTH STONE VARIES. (ASTM D448, 3" TO TO 100+ __T 5 DIAMETER) OVER GEOTEXTILE FABRIC 2SEr INx2 CAMMIZ D STEEL TUBE COLUMN WITH SAME SQUARE50 �pU 177-711 GALVANIZED STEEL CAP WELDED TOE FOOTAGE. _ A TOP OF TUBE. PAINT TUBE AND CAP. i I t II I i S. 1. ALL CHARACTERS MUST tiE 60' MINIMUM. ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL NTS. � �•---- EXISTING STREET *MINIMUM 12' SHALL BE FULL MINWIDTH OF SITE ENTRANCE s" . NOTE: WITH ADDITIONAL STONE ---� AS NEEDED. STONE IS TO BE GEOTEXTILE FROM TRMAINTNACCD KING SO AS TO ONTO FABRIC ADJACENT PUBLIC STREETS. SF.L77ONA A -- I- --CONSTRUCTION EXIT SILT CONTROL NTS. THE SEAL APPEARING ON THIS .5:c .q:�11ltz: 'Engineering, L JOSEPH P. SCHULTZ.T WAS tAUTHORIZED CENSE • 2730 Longmire, Suite A NO. 65889 ON NOVEMBER 15, 2013. College Station, Texas 77845 ISSUED FOR REVIEW :..979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED T DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 NOVEMBER 2013 ► m GRAVEL TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN IlVLET' PROTEC'T'ION NTS. FIRM � 12327 SCHULTZ ENGINEERING. LLC BARRACKS .II RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS II SUBDIVISION — PH 300 LOT 7 BLOCK 28 —COLLEGE STATION, TX NOT TO SCALE VICINITY MAP 9d PROJECT SITE. OVERALL SITE & EROSIO CONTROL PLAN SHEET > OF 2 I RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS 0 SUBDSON PHASE 300 LOT I aOC{C a UO ACMS VOL 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY. TEXAS SCALE: 1 "=40' OCTOBER 2013 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING KO. BOX 262 409 N TEXAS AVE WELLBORN. TX 77881 BRYAN. TX -"803 (979) 229-5906 (979) 26&-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1.1 FILE NAME: 13-275 N/F HEATH PHILLIPS INVESTMENTS, LLC TRACT 19, 29.175 ACRES ZONED A-0 299--- -.29$--^ ., ..-- 298- ..�"'---.�^c_"`ti"_. '- � __• - .:..:3tI�>,.�. ^-- _..._ .,,--- _--_ �..,� =-.-- 300— — 299 _ _300—�_ r -" --- `-- 298-= 29B --i- //f/'...-•�" ",,.� `� ._._._ � j/ 29$-�'� ` _. — -'_ i\�\ �.. 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I NS -INLET ��� iii iii ZONEQ PDD I n I NL.ET PROTECTION DEACON DRIVE WEST '� ~ 85' RIGHT—OF—WAY o } } t H i i' 12' SEWER LINE-'% i JX� OVERHEAD ELECTRICAL UNES AE -'— J METAL T -POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART 4"X4" MIN. 2"X4 WIRE MESH 'OpFASTENED TO T -POST PARKI� OR WOODEN STAKE r-�--} ^SEDIMENT CONTROL FABRIC Ir FASTENED SECURELY TO 3' T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH e 4" 20" SILT FENCE ASSEMBLY N.T.S. 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL c rOFIow // 'ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. IJ REFLECTIVE PUNISH MErAL SIGN REFLECTIVE FINISH METAL SIGN 74 GALVANIC snm.TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GO&MUED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. �11E� M I IS�I I NOTES - 1. ALL CHARACTERS MUST BE SW �. MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL NTS. s- 6" MIN. DEPTH STONE (ASTM 0448. 3" TO D' 5 DIAMETER) OVER 'f0 1Q GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. 1 VARIES. -I GI EXISTING STREET *MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE NOTE. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE 15 TO BE GEOTEXTtLE MAINTAINED SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. SF.t:TIONAA CONSTRUCTION EXIT SILT CONTROL NTS. THE SEAL APPEARING ON 5:� •,l it •� 6zE� i i 1 e e 1 i 1 I LL JOSEPH DOCUMENT H j U. P.ER. THIS LICENSE i 270 Longmire, Suite A NO. 65889 ON NOVEMBER 15, 2013. College Station, Texas 77845 ISSUED FOR REVIEW :....979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-275 NOVEMBER 2013 1 �r NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION NTS. GRAVEL FIRM # 123207 SCHULTZ ENGINEERING. LLC BARRACKS II RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS II SUBDIVISION — PH 300 LOT 1 BLOCK 28 — COLLEGE STATION, TX NOT TO SCALE QO G?", \ VICINITY MAP �O 9p PROJECT SITE OVERALL SITE 8c EROSIO CONTROL PLAN SHEET 1 OF 2 BARRACKS II RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS II SUBDSON PHASE 300 LOT % LOCK 28 UO AQVS VOL 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY. TEXAS SCALE: 1 "--40' OCTOBER 2013 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELi80RN. TX 77881 BRYAN, TX 77803 (979) 229-5906 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, I.I.C. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VER'T'ICAL HORIZONTAL PLOTTING SCALE: 1.1 FILE NAME: 13-275 - --310 --- -- EXLS TNG CONTOUR INTERIOR ISLANDS PLAT BOUNDARY ISLAND ROW LINE END ISLAND ADDITIONAL INTERIOR EDGE OF PAVEMENT UNE # ISLAND AREA IF LOT LINE ISLAND AREA PROVIDED SLR --- PUBLIC UTILITY EASEMENT LINE �-- --- PROPOSED PUBLIC ACCESS EASEMENT S-8 PUBLIC SANITARY SEWER UNE W-8 PUBLIC WATER LINE --- ST ST -- Pusuc smRm SEWER S-12 PROPOSED SANITARY SEWER LINE W-$ PROPOSED WATER UNE 506 ADDITIONAL INTERIOR LANDSCAPE ISLAND PUBLIC W SIDEWALK PROVIDED - 1076 SF (672 SF REWIRED) 0 PUBLIC SANITARY SEWER MANHOLE EXISTING SIDEWALK PROPOSED_ BUILDING ' VLH - VEHICLE LAY OF HOSE IR3 5-T CONSTRUCTION JOIN �- 6 1/2= 14 BARS 0 16" C/C VARIESI w =#4 BARS TEMPORARY CURB DETAIL N.T.S. NOTE ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. TYPICAL CURB DETAIL N.T.S. ® = #4 BARS 0 = 3/4' X T'S' SMOOTH EXPANSION DOWELS REINFORCING BARS * PAVEMENTI 74 �'-` ..� X '-6- LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT). * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - #4 REBAR ® 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER DETAILS ON FIGURE ST AND PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION MIs. Nov p,._..._.._-_. --._....-- _._.._--.---___.-__. -__.---- -_.__..--._..._----_......--.._..-._...-_._-__.._- lj�111 i/' I I UMRMS OF EXISTING 12' I } DISTUR8ANCE WATERLINE (� 7 I „EMP t5'OPP� CURB � FFUTURE Ir IRE HYDRANT STANDARDORARY DY I 1 , f 91 CURB ASSEMBLY TEMPORARY I STANDARD I RB CUT STANDARD STANDARD -- - CURB ' CURB CUT cu CURB CU Re Rs r _ _ 1 I -- - w-1a �'(,�'js ! r. F/•-3 0 -2- ^•• =���� - =- I I � ��' W -12E W-12 -W-12 W-�12 �- W-12 W-12 �\ 32 12 -e-2 -- /2�n_" PROPOSED TEMPORARY 12WATERLINE STANDARD 15 P. U. CURB 14 PARING SPACES CURB 14 PARKING SPACES TANDARDf CURB 02 % TEMPORARY PARKING CURB PARKING ISLAND 2PARKING 24ISLAND 3 #832 5F ISLAND *866 SF 881 Ff.Uf. IE IIIfIi N I I �1h \ I / 14 �> ' / 1 I 3 3� ¢� a+ 1 E]tlSiiN� PARKING SPACES 2 14 PARKING SPACES }i 10 PARKING SPACES 0 PROPOSED HANDICAP SPACES I EXISTING I (I II n �I 2 N 3' IRRIGATION PAVEMENT- I LIMITS OF SLmvm -,\ / I DISTURBANCE 30 $` ()30 PARKING SPACES % sEXISTINGGHANDICAP SPACES PARKING SPACES QQSTING fflll �' t PROPOSED HANDICAP SPACES 10" SEWER LINE I e u PARKING 1 jISUMO 4 X280 SF 304 - 3L I= 4- 0,} I i a 4�d 1-•�LE17 __1 1-1 -1 /1INN ! i . STANDARD ET(ISiING FENCE cuRB IIS'- _ I -304 20 10 0 20 SCALE IN FEET I� L -297-- 296 - -295 THE APPEARING ON THIS -S �./I: a; I 1 ��✓ V 1 ing, LL JOSEPHDOCUMP SCHAUSUTHP.E. AUTBY HORIZED SE . .. .. 2730 Lon mire Suite A NO. 65889 ON NOVEMBER 15, 2013. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLQ JPS 1.3-275 NOVEMBER 2013 BARRACKS II RECREATION CENTER PARKING L07' IMPROVEMENTS BARRACKS II SUBDIVISION - PH 300 LOT 1 BLOCK 28 - COLLEGE STATION, TX SITE SPECIFIC NO7ES: 1. THE OWNER OF THE PROPERTY IS HEATH PHILLIPS . INVEsTme4T. LLC. THE SUBJECT PROPERTY IS L 1 1. BLOCK 28 OF BARRACKS 11 SUBDIVISION - PHASE 300. PROPERTY IS ZONED PDD. 2. THE DISTURBED AREA FOR THIS PROJECT IS 1.22 ACRES (53,238 SF). 3. REFER TO GRADING PLAN FOR PROPOSED CONTOURS. 4 DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PIAN & DRAINAGE R1 5. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. B. THE SUBJECT' TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAWS. FOR BRAZOS. COUNTY.. TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 305E. MAP NO. 48041050E. EFFECME DATE: MAY 16, 2012. 9. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHSL 11. ALL UTILITY UNES (WATER. GAS, SANITARY SEWER, VERIZON. STORM SEWER. ETC.) SHOWN ARE TAND FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY k INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD LVIDENCE SHOW POSITIONS MAY NOT REPRMENT AS -BUILT CONDITIONS. 12. PROPOSED SIGNS SHALL BE PEWITTED SEPARATELY IN ACCORDANCE WISH THE UDI. 13. ALL ELECTRICAL IMPROVEMENTS SHAD. BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PEF THE COLLEGE STATION UTILITIES ELECTRICAL DEMON FOR BARRACKS 11 RECREATION CENTER PROMJWEC CSU ELECTRICAL CONTACT-. ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES. 9779-764-6314 14. ANY ExPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCRMM FROM VIEW OR TREATED 70 LTM! LIKE A DETENTISTONON POND ICK. OR OUTET STRUCTURE OTHER TTVES AS APPROVED BY THE ADMINISTRATOR. INCLUDING THE Zt-M S'I TE SHEET MERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTIUTIE'S. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUtRM. DIG TE'S5: (800) 344.-8377 ATMOS ENERGY (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VER1ZONc (979) a21-4770 2. fr IS THE RMPONSIBMY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT STE THIS INCLUDES THE INSTALAI OF A CONSTRUCTION EXR AND SILT FENCE AS NECESSW. 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 EV OF 1/2' OR MORE. THE CONTRACTOR SHALL. REMOVE ALL MUD DEPOSIT@ ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4 THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMTP NO. TXR 15WDD REQUIREMENTS FOR CONSTRUCTION STILES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION LS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/W.LEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 7. THE CONSiRUCTTON SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIRE1dENT8. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL ' MEALSURES ONCE GRASS IS WABUSHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SR'E. 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFI DEVELOPMENT ORDIWXM THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING A NO FIXTUM SHALT. DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH MANNER THAT THE PROJECTED CONE OF LIGHT' DOES NOT CROSS ANY PROPERTY LINE PLEASE N THAT COMPUANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. NOTES., 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. FIRE LANE MARKINGS I. ALL CURBS AND CURB ENDS SHAD. SE PAINTED RED WITH FOUR INCH (4' WHITE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPAM MORE THAN FIFTEEN FEET APART. 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE MOUNTED82 A CONSPICUOUS LOCATION AT EACH EWMCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHAD. BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES (12') WIDE AND SIX INCHES (67 HIGH STATING 'TOW AWAY ZONE'. SUCH SIGNS SHAM BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 90 SPACES I PERIPHERAL PARKING. -,-38 SPACES I INTERIOR PARKING: 56 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 56 SPACES X 12 = 672 SF .vl 82 PROPOSED SPACES PARKING 3 PROPOSED SPACES HANDICAP 7 EXISTING SPACES PARKING 1- __ EXISTING SPACES HANDICAP F 93 SPACES PROVIDED TOTAL BARRACKS II RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS II SUBDMSION PHASE 300 Lar t eL= a pus A 9m VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' OCTOBER 2013 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN, TX 77881 BRYAN, TX 77803 (979) 229-5906 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1.1 FILE NAME: 134-75 SHEET INTERIOR ISLANDS ISLAND TOTAL END ISLAND ADDITIONAL INTERIOR # ISLAND AREA IF AREA REQUIRED S.F. ISLAND AREA PROVIDED SLR 1 II a18 360 458 2 1! 832 720 112 3 868 360 506 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED - 1076 SF (672 SF REWIRED) NOTES., 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. FIRE LANE MARKINGS I. ALL CURBS AND CURB ENDS SHAD. SE PAINTED RED WITH FOUR INCH (4' WHITE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPAM MORE THAN FIFTEEN FEET APART. 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE MOUNTED82 A CONSPICUOUS LOCATION AT EACH EWMCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHAD. BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES (12') WIDE AND SIX INCHES (67 HIGH STATING 'TOW AWAY ZONE'. SUCH SIGNS SHAM BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 90 SPACES I PERIPHERAL PARKING. -,-38 SPACES I INTERIOR PARKING: 56 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 56 SPACES X 12 = 672 SF .vl 82 PROPOSED SPACES PARKING 3 PROPOSED SPACES HANDICAP 7 EXISTING SPACES PARKING 1- __ EXISTING SPACES HANDICAP F 93 SPACES PROVIDED TOTAL BARRACKS II RECREATION CENTER PARKING LOT IMPROVEMENTS BARRACKS II SUBDMSION PHASE 300 Lar t eL= a pus A 9m VOL. 11209, PG. 184 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' OCTOBER 2013 OWNER/DEVELOPER: SURVEYOR: HEATH PHILLIPS INVESTMENT, LLC KERR SURVEYING P.O. BOX 262 409 N TEXAS AVE WELLBORN, TX 77881 BRYAN, TX 77803 (979) 229-5906 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1.1 FILE NAME: 134-75 SHEET