The URL can be used to link to this page

Home My WebLink AboutDrawings-a� Em CD:LLFN LKIR. BE SILTSILT FLN ® J R � B"` IIIIII o GNA�L.9 .IIIIII PROP LMR„ O RM BASES ME BEO TI TO „M06 xNrtOHA/O A STDRN INEI MMf ET 1 G I E PROTaAVELPB E SMALL E[ WXFEZS AND UST NOT DEGMOE DUE TO .1TMOSPFXEPX CONDITIONS EGRPVELN z SHALL BE DED WEN FIRST SIGN OF C NN. GRAVEL BAGS UI STALLED SOMEONEEEV x DUT THE Hko UPON INFTALLATONE OE AN IXLET. GRAVEL RAGE TO OE FILLED WITH GRAN 3/4' OR LESS GRAVEL. FTf1M1OMINIM.ET PR(IIECIT(I\ LEGEND 6 DW,AGE PARK HERED Eml � -----._.E......-------- Ep.H—G.m Etsu U. ® zo m o za RRNER.D. uaw mE, m m.mTH SCALE IN FEET �® USE Schultz Engineering, LLC WBUMENI WAS MIM. OR T S ^' ENFFIRING ON 1M9 Jp9FPX P. T WAS AU PL. ED BUT 2T30LunBmBE�SuNEA W. BS.N. ON FEBBWAY.. SA' RRIII GBIII B BI T„Omeas 979.6 M TBPENO.11l2] ISSUED FOR RENEW .URV . DESIGNED OMNN AFPROJEO JOBNJ. MTE KERB JPS FIDEJPS lsQ MRIMW2013 1 l3- 33 SCALE SHEET � 6ksILi�) PARKS I & 6 GRADING & oi'aS 4.4..ts FOR .LL wN THE BARRACKS II SUBDIVISION XDPIZONTAI r=m PHASE 100 EROSION CONTROL PLAN PINRNG. ,, y COLLEGE STATION, TX FlLErv�RE: 1y237 G - ---- - - -- - - ------ - - - -- �._.: _ __.�.- --- BLAST BASIC VOLLEYBALL SET -- SUN PORTS -DESIGN ---- --_ vuiLt�c�x_v_u1.1;�Ytst�LL_SYST�;M - __.___ J I-" C l� I � I l.� H I i lJ IV J � LtGtNU POST EVLAR TOP HOPE PARK TABLES, BUNNELL FL. MODEL "WCT46WEBCLASSPSM" _ SQUARE EXPANDED 1. INFINITE NET HEIGHT ADJUSTABLE FROM MEN 4 VBALL ULLEY METAL THERMOPLATIC COATED PICNIC TABLE z Am DOWN TO TENNIS PICNIC TABLES WITH WEB STYLE SURFACE MOUNT OR PORTABLE FRAME, WITH 00 4 ATTACHED SEATS j. 1 .: pp r ', rxr.h a ` {`:, NET HEIGHT GAUGE'ET �'`� NEItdMr OAUtlE BOLTED 2 INCH GALVANIZED STEEL PORTABLE OR SURFACE MOUNT. MIN ( El' TEN'310NER . �-..•, _ . ..� , n _.^ .,' -, r � t � t :, y�,,,, _ ,a FaCIUE118 : ...+.•. 4�f3t)" SQUARE STEEL UPRItlH1. t ; r Msr�ra ra�r WINGLINE VINTAGE STYLE BENCH WITH H BACK ,` 40 20 0 40 `'• 1 l f i, 37 CENTER LINE BENCHES AND ARMS, 6' LONG, IN-GOUND RIBBED , STEEL, 2 LEGS, 146 LBS. SCALE IN FEET SINGLE COLUMN SQUARE UMBRELLA, IN PORT ... - LAYING SURFACE SUN PO .:. - GROUND MOUNT 10 HEIGHT 14 X22 WIDTH. _FIRST TEAM BLAST BASIC RECREATIONAL - VOLLEYBALL SET, 4 X4 X11 GALVANIZED STEEL MAX DEEP a oa i VOLLEYBALL SET TUBING UPRIGHTS. ADJUSTABLE FROM 36" - 7 116/6 NET CONSTRUCTED OF BLACK POLYPROPYLENE 3.5 MM KNOTELESS WEBBING. ,Y DIAMETER KEVLAR TOP ROPE. MAIN POST THICKNESS >3.OMM, OTHER PIP3 THICKNESS > 2.75MM, CARBON STEEL. HAND FITNESS STATIONS ELDED. FLAGE PLATE BOLTED TO CONCRETE &41110LO PAD WITH EMBEDDED „J" BOLT 0 POST R OS HOLE. 5 YEAR WARRANTY. I ' 2'T6" STATION NUMBER ITEM COMBO PRESS PUL � L 1 CSPB - GENERAL NorEs: LEG PRESS DOUBLE 2 1EGP2 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND POSITIONING VERTICAL P N OF PIP Fld�tkL ELINES, UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 4B HRS. PRIOR TO ANY SIT UP BOARD - SINGLE 3 SITB1 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. SIT UP BENCH 4 STUP Z ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH BRYAN THE 2012 / BACK EXTENSION 5 BEXT r Self=TnPning;irnta COLLEGE STATION STANDARD SPECIFICATIONS. 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, POWER ROWER 6' RWRS ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ROWING MACHINE 7 ROWR ' ON CONSTRUC71 '< : ON UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY �. ; INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN WARM UP STATION 8 WMUP Crnvnt POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 'Rafter. �-_ RIDER- SINGLE 4. DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA RYE 9 RDR1 / MIXTURE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION Tl N 32 92 TWO PERSON ROTATOR 10 TSOR . • : 5. NO PORTION OF THIS TRACT IS C WITHIN A SPECIAL FLOOD HAZARD AREA. VICINITY MAP �. PULL UP AND DIP STATION 11 PDIP n � 6. ALL ROOF AND GROUND -MOUNTED t M ED MECHANICAL EQUIPMENT SHALL BE PE . a SCREENED FROM VIEW OR IPUSH-UP ISOLATED SO AS NOT TO BE VISILE FROM ANY BAR. 12 PSUP RIGHT-OF-WAY PUBLIC ` W Y OR RESIDENTIAL DISTRICT WITHIN 150 OF THE ... ,. SUBJECT LOT, M n EASURED FROM A POINT FIVE FEET � ET ABOVE GRADE. SUCH P o r stn e AR7cLEL BARS ..1� nIM.U, . r. rrn. _ iTrleotGl,dc 13 `PEAR a SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND o3rsa.GUicl. R fiTH .ANf3 LIOE E.00kU ,. . .. � SCALE TO MAINTAIN A UNIFIED APPEARANCE.' HORIZONTAL BAR SINGLE 14 HBAR1 BUILDING ' 7. EXTERIOR N AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION _ .10 HORIZONTAL I 7 OF THE UNIFIED DEVELOPMENT ORDINANCE: THE LIGHT SOURCE SHALL IZON,AL LADDER 15 HLAD : G11G.:1 tCdFtc NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIIN ..��' MANNER THAT THERPROJECTED CONE OF LIGHT HTWILL BDOES NOTDCRO SUA PLYO. BOXES SET OF 3 16 PBOX ti PROPERTY LINE. ` MULTI -BARS 17 MBAR ELECTRICAL NO TES: BAl_>`,NCE BEAM 18 BABM " t7�rCF; E{oloa Ar8 PtMI.004 A# TEr� C1 '6,Of 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. T1ta:Calta,ru') csr . tlfilal,aitt4. - _. ?41 _ _Rotlsi- 2. E \ i. D VELOPER PROVIDES 30 OF RIGID 0 L �. R MC CONDUIT FOR RISER POLES. CSU INSTALLS RISER. 3. DEVELOP � ER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS «: OR OTHER EXISTING DEVICES AND EXTEND AS REQUIRED. F3a9tei'::`. 1ioxN[at ' P Q RED. 7 4. CONDUIT •; (fir IF 0 DUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER YV, S I TH EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. 5. DEVEL OPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 6. DEVELOPER INSTALLS PULL BOXES AS PER .CITY SPECS AND DESIGN.(PULL l BOXES PROVIDED BY CITY.) n 01l2"4X1 at1". � �� 7. DEVELOPER PROVIDES DIGITA L AUTOCAD 2000 VERSION OF PLAT AND/OR SITE ' PLAN. n_ 701! & Sdifoni CONCRETE PATH/SIDEWALK : STRUT y 8,,, Siji)8.fw, ± 1. RUNNING SLOPE NOT TO EXCEED 5% Ot7ttCatE EF.UO�TIN• _ --' 2. CROSS SLOPE SHALL BE BETWEEN 1-27. 3. PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH TDLR TAS CHAPTER 68. 4. THE CONCRETE PATH SHALL BE 4" THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. l inerineg LL 2730 Lon mire, Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERB UPS RCF JPS 13-237 FEBRUARY 2013 LINE TABLE LINE # LENGTH DIRECTION L7 3.50' N47' 45' 42.75"W L2 36.00' N42' 14' 17.25"E L3 30.55' S42' 14' 17.25'W L4 21.76' N47' 45' 42.75"W Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.27' 25.00' 090'00'00" 25.00' 35.36' NO2'45'43"W C2 8.82' 25.00' 020'12'29" 4.46' 8.77' S07'39'28"E C3 93.47' 175.00' 030'36'11" 47.88' 92.36' N63'03'48'W C4 35.20' 25.00' 080'40'10" 1 21.23' 32.36' S61'18'Ot"W C5 64.97' 1 175.00' 1 021'16'21" 32.87' 1 64.60' 1 S31'36'07"W SITE PLAN THE BARRACKS 1ISUBDIVI-03ION PARKS 1 6 HE BAR RACKS RRACKS II SUBDIVISION S ON PARKLAND TRACT 1 0.35 ACRES VOL. 10570 PG. 293 AND THE BARRACKS II SUBDIVISION PARKLAND TRACT 6 0.38 ACRES VOL. 10570 PG. 293 CRAWFORD BURNETT LEAGUE,, A-7 COLLEGE STATION BRAZOS COUN TY, TEXAS FEBRUARY, 2013 OWNER: OWNER: SURVEYOR: ENGINEER: Heath Phillips Investments, LLC City of College StationBrad Kerr, RPLS No. 4502 Schultz Engineering, LLC 3302 General Parkway PO Box 9973 Kerr Surveying, LLC Firm #12327 College Station, 7X 77845 College Station, IA77842 409 t�1 Texas Ave. 273o Longmire, Suite A (979) 690-5000 Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 979-764-3900 VERTICAL N/A HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 13-237 PARKLAND TRACT 6 - 0.38 AC. 2"X4" WIRE MESH PARKLAND _ (OPTIONAL) - - FASTENED TO T-POST TRACT 1 - 0.35 AC. PARK 6 OR WOODEN STAKE PARK 1rr — -- = — 6 WIDE — _ �A SEDIMENT CONTROL FABRIC N CONCRETE FASTENED i i � I �� i � i �m I se® i �tenne I �e i �m t � I �e i SIDEWALK ,iS 6 PARKING SECURELY TO I � t,.ld�Ylff _ Al, SPACES T-POST OR WOODEN STAKE l9ri ' METAL T-POST OR i 6' vnoE :• r cam, WITH OPTIONAL WIRE MESH CONCRETE - x F: ,�, : WOODEN STAKE AS h'11tM4td!/ �� a J ait, 1i�r : SIDEWALK > . I �, ag ,4; :. ' ' as �4�� - REQUIRED O A X =, y :.. 1r , ?IYVDfP1t o REQUIR T MAINTAIN. ,�� • � �; •:r ... �• + p� • . �,>•,.: SPACED 6 APART r z ll�Y�li x � i j, ., 411hMlNAt� �. �, •'' ... • 8 OF FILTER FABRIC TO r . ..a .. •. • ; l` i; . ,. 1�� ,�,, ..` EXTEND INTO A TRENCH 94, tz tkl4l'h►y 4 > <, :dYwYldi3 AND BE ANCHORED WITH w _ COMPACTED BACKFILL ADA SIGN U n OW ON QF FLOW 1 1 r . :, . ,r'. _,:• 'v., ! .`,, DIRECTI 8 BAB24 <:SPB y 6 :PARKING ( �7CC%A'1%C O ❑ 4 a v. •, ..•:..: •. SPACES.00 - - •' :•. r " ' Ln 2 r „ y� 4 PDIP =. . ... - .' • . •: • >' .�.. .. .-.- PARKING SPACES ,1 iivi rraaa (� _ (?W a 20 ALLOW 2.5 TO 5' N'17 Lscra \: .. • .- • . � AT TOE OF f X �.:.. DRAIN.INTO - ADA siGN C caPPs. DRIVE ® O SLOPE FOR SEDIMENT TO 'ts,, i�snx 15 a F-I Jt 4 X4 MIN. TRENCH w �1 - :,, 1 , ,.k •. > , . , .. 18 1 % SLOPE �/ �' ..;_�• �.. •�• � .. • -�. ,.,• ., �. - - � ACCUMULATE. ALIGN FENCE O 1 l W �, O... PSUP a F. ? L z, PECONTOURS. r _ .. .. 91'1VWWJtCt, .:. ,.I'; � ALONG SLOPE n ,' „ _ ,� >.::' w" SILT FENCE ASSEMBLY - �1 1� N.T.S. 9 11 SUN - c W RAMADA P,. ,. .... en ,..... •.. .. .. •. .. , a �.,-. ® PORT tt ' BET ..,„ .. .. . A❑/ 1 ! Yti1'H4 r _ - - _ RW}2S . J U _ :. . .. d RO,YGRAVEL BAG R 6 WIDE 9 p - sue_ -,. EL BA ,: PORT CONCRETE- � 10 ® _ ,.:. z s s1DEWALK , f 13 ., .. ... .. 1 f \. � . • � .,.: ... i .,. ice' � G � B :_. r , PAR .. �-. ,v .. :,. , !,., ., PARKING'SPACE5 _.v ,. .: 4 � ... • - -,._ .. .....: ,,.....- .c s �; _ :f Bo 1h dl x Ml RAIN .INTO .. : .,«, • 1 WATER a a t-. �. , 'SLOP .. E � 3 •:._. r- as rn 14 , �i T t s 5 l _ HBAR 1 } a _ Fi4WhNt� IN M t x d VM1h t WATER 9 e t li 9 Zr 4 .. SERVICE � , i i' r-'i nn r _ i• 3/4 :IRRIGATION -- >� X , (' 1� ,j, y ; . METER — — - - . * � . :. S r1 , ■ Points Required Landscaping Requirements 15,156 Disturbed Area (sf) (15156 sf /1,000) x 30 Points = 455 Additional Landscape Points forStreetsca ...; P P Cullen Trail - (125/50)'x 300 Points = Deacon Drive - (122'/50) x 300 Points = Total Streetscape Points= i50" 732 1482 Total Points Required = 1937 Points Provided Symbol Size Name &Type . Quantity Point Value TotalPoints Live Oak 2.1"-34'CAL. (Quercus virginia) 8 150 1200' X Canopy Streetscape 4Ylr�J'Ilit Live Oak 2.1"-3.4' CAL. (Quercus virginia) 2 150 300 Canopy Crepe Myrtle 4� tiz 1�4? Siggerthan 1.25" CAL. (Lagerstroemia indica) 5 40 200 x Non -Canopy xs ''t• Waxleaf Ligustrum Min. 5 Gallon (ligustrum japonicum) 25 10 250 Shrub Total Points Provided = 1950 ,. .-. SERVICE AND 3 4 IRRIG 0 su .. METER f t - t NFA4l1, NOTE 1a _ �® T . ' EMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE P ROTECTION ALLOWS SEDIMENT (0 SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INL ET OF CATCH BASIN. ® GRAVEL BAGS SHALL BE UV RESISTANT AN MUST RE. D S NOT DEGRADE' DUE TO ATMOSPHERIC ' - •�G E C CONDITIONS. GRAVEL BAG 1N'Mr1i1 lr,, � S t SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. ,GRAVEL BAGS SHALL BE INSTALLED. & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. 2` i 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X-5" Lt 3` - * 5" PP PAVEMENT USE #3 REBAR ® 15 O.C.E.W. #4 BARS _= _3 4." X 18" SMOO11!__ _ - _ _ .. __ , EXPANSION. DOWELS TYPICAL CONCRETE PAVING SECTION TYPICAL CURB DETAIL - N-T.S. - - - N.T.S. - - RESEPVED " PARKING 12 x18 REFLECTIVE FINISH METAL SIGN 0 LEGEND Points Required Landscaping Requirements 16,356 Disturbed Area (sf) (16356 sf /1,000) x 30 Points = 491 Additionai'LandscaOePointsforStreetscape Cullen •frail - (115/50) x 300 Points = Capps Drive - (138'/50) x 300 Points = Total Streetscape Points= 690 828 1518 Total Points Required = 2009 Points Provided Sym601 Size Name&Type Quantity Point Value Total Points t•iJfJvbilf119�� Live Oak Fit 2.1 -3.4"CAL. (O•uercusvirginta) 9 150 1350 _ X Canopy Streetscape g 1 Live Oak 2.1" -3.4"CAL. (Quercus virginia) 1 150 150 Canopy t_ Crepe. Myrtle ` Bigger than 1.25" CAL. (Lagerstroemia indica) 8 40 320 Non -Canopy Waxleaf Ligustrum Min. 5'Gallon (ligustrum japonicum) 21 10 210 Shrub Total Points Provided = 2030 1'-6" BOUNDARY r EXISTING CONTOUR 3r 12"x9" REFLECTIVE FINISH METAL SIGN 6` v 5• 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. i I NOTES: L J 3" MIN. 1 ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. - - Streetscape Streetscape Required Provided Required Provided q Cullen Trail Street scape, 125/32= 4 Canopy Trees Required Cullen Trail Streetscape: 15 32=4 Canopy Trees Required � SITS,PLANDeacon Drive Streetscape,122/32 4Canopy Trees Required 8 Canopy Tress Provided Capps Drive Streetscape:138`I32 5 Canopy Trees Required 9CanopyTress Pro vided _ _ T BARRACKS II SUBDIVISION SEAL WITH EXPANSION MARK LOCATION WITH SIDEWALK OR PATH PARKS 1 & 6 JOINT MATERIAL SMOOTH DOWEL BAR WHERE APPLICABLE „ GALVANIZED 1 4 R 1/2 0 x 18 , 12 O.C. THE BARRACKS II SUBDIVISION PARKLAND TRACT 1 / CARRIAGE BOLT �" INSTALL 6'-0" — — (COATED W/HEAVY GREASE " TOP OF PATH TO 3/4 ) NOTES. X 2 BOLT IN " 1% MIN. 0.35 ACRES BE 1 ABOVE WALK GROUND � 2% MAX. 1. FINISH: LIGHT BROOM FINISH. JOINTS TO —"— °v"v" VOL. 10570 PG. 2 SAWED OR FORMED, n� iA —>,-_ --° . u V n 93 4 BE TOOLED 1 DEEP AT AN INTERVAL „ ,� vn 1/8 TO 3/16 SEAL WITH EXPANSION , - EQUAL ro THE SIDEWALK WIDTH. d �. AND THE BARRACKS II SUBDIVISION PARKLAND TRACT 6 EXPANSION JOINTS 0 40' O.C., JOINT MATERIAL, MIN: d d SEE NOTE 3 CONTRACTION JOINTS 0 6' O.C. 3 8„ R 0.38 ACRES RECYCLED MATERIAL, 1/2„ / THICK AS MANUFACTURED1/3. 2. DOWEL IN AND TIE TO ANY CONCRETE _ VOL. 10570 PG. 293 r / / / / / 3 BARS � 12 0. O.C.E.W. OR 28 DAY CONCRETE BY J.D. RUSSELL CO. OR LONG METAL OR PLASTIC CAP, INSIDE STRUCTURE ADJACENT TO SIDEWALK = DIAMETER TO BE 1 16 GREATER -THAN �\! \/ /� #4 BARS @ 18 O.C.E,W. STRENGTH 3000 psi APPROVED EQUAL / (DRIVEWAY; INLET BOX, CURB, JUNCT,ON „ EXTEND END 12 ��\ \ \ \ „ P CRAWFORD BURNETT LE+AG-[JI'-+ A_'% �\ \ (4 THICK MIN.) DIAMETER OF DOWEL BAR. CAP MUST BOX, ETC.) WITH #3 X 12" BARS 012 � '� 4 BEYOND CONCRETE �' �- BE LONG ENOUGH TO COVER 2 OF O.C. OR #4 X 12" BARS 018" O.C. 11, AND TAPE BOTH ENDS SEE FINISH NOTE COLLEGE STATION, BRAZOS COUNTY, TEXAS DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. 3. COMPACTION: COMPACTED SUBGRADE CONCRETE PATH FEBRUARY, 2013 MATERIAL COMPACTED TO A DENSITY OF SIDEWALK CONTRACTION JOINT T AT LEAST 98% OF MAXIMUM DRY DENSITY J AS DETERMINED BY PROCTOR „ SIDEWALK T T T j �7 T COMPACTION TEST ASTM D696 3 SCH 40 PVC PIPE TYPICAL SECTION OWNER. OWNER. SURVEYOR. ENGINEER. PJA�E V V 1y1�1] EXPANSION (STANDARD) AND SHALL BE 0-4% WET 12„ BELOW TOP OF S ON OF THE OPTIMUM MOISTURE CONTENT. Heath Phillips Investments, LLC City of College Station Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC GRADE TYP. NITS 3302 General Parkway PO Box 9973 Kerr Surveying, LLC Firm #12327 CONSTRUCTION JOINT College Station TX 77845 College Station TX 77842 409 N Texas Ave. 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 PVC SI�EE�E _ g979 690�5000 _ g ( ) (979) 268-3195 979-764-3900 obult Eni Z mneering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.7rA ian0 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR JPS RCF JPS 13-237 FEBRUARY 2013 SCALE SHEET SITE VERTICAL N/A HORIZONTAL 111=301 LA N u PLOTTING SCALE: 1:1E Sl l �E T 2 OF FILE NAM13-237 PARKLAND TRACT 6 - 0.38 AC. 2"X4" WIRE MESH N PARKLAND s - PARK 6 (OPTIONAL) En TRACT 1 - 0.35 AC. FASTENED TO T-POST I ® I leers I ® � �; OR WOODEN STAKE PARK 1 - ` 6 WIDE , ttfMMhl CONCRETE _ �,,i ffjg SEDIMENT CONTROL FABRIC I I I seer i r�ms� I I eERM I *11M I mom I llg" I V11"M I M!"M I : seeses I sssssse SIDEWALK - *Zdt11`rA4 � 6 PARKING �" t rel>✓n fy(� z FASTENED SECURELY TO . SPACES I to e+ 1t9,� - e� 1 „ � �, ..• .. . •., T POST OR WOODEN STAKE i:_ 4 - METAL T-POST 0 s s WIDE _ �,.; O R WITH OPTIONAL WIRE MESH X @tt1TMvVt11 � � f1f ,� _-._ - WOODEN STAKE AS X r SIDEWALK �� s, .:: z;,-- Sig - gS,.. ,� ,�` .,- . _ ,,, , ,.. ... :. .. .• � `�c. :.; ,� REQUIRED TO MAINTAIN. SPACED 6 APART a t y �• � •.,.• flit i,ii� ., .. .. • . x :. , . >~ ; aif r� as t� i 1 :�- t� 8 OF FILTER FABRIC TO 7 ::r /fir �g. ... _. CJ� _ ... i•;: a f a 1 a rrf r � _ r I+ :. :: , ., EXTEND INTO A TRENCH .. .s � -'V4" AND BE ANCHORED 1 :.. - H RED WITH ADA SIGN G COMPACTED BACKFILL g OF 'LOW U DIRECTION BABZ4 (iSYB . ,..._..-+>.. •. � -: ca ^ ., •>-•; < 6 PARKING a! - SPACES00 l 11>PniP ' . � _dWViN ''' :" <. PARKING SPACES h LEGP2 .. ✓ , w. „ r , 1 _.. C ... m DRAIN INTO _ 20 ALLOW 2.5 TO 5 AT TOE OF ? I iva,:h: MBAR 15 ADA SIGte :: ,, ,.... :: •.,....• :r � _� .'. � ,,-s. C.APPS. DRIVE ® O „ „ a _ �:� i ,:: - --t � v� ; . . _ ' : .. ' ..� r . �: , r:- 1YP. ' SLOPE F z-. • 16 4 X4 MIN. THE OR SEDIMENT TO ®t(i ' r, 1x SLOPE NCH PsuTW �r O... .. >, „ ACCUMULATE. 7g ,... LATE. ALIGN FENCE : .:.. rid fit . �.<. ,� 1tM1Mfd F <. ALONG SLOP CONTOURS. W SILT FENCE ASSEMBLY n / C SUN JWR7 N ..::. N old ® r - , ADA M RAMPS BE PORT p, Tr _ r 7 1. a - Cl GRAVEL 4 A L / bV1' RU R � < WIDE X 5 rUP a . 1 1 _ 0 ' . - � _ .. CONCRETE - _. r._ _GRAVEL ..-__ PORT _ .. _ ,�_ - - , : / f z _ :. OR .. SIDEWALK _ y 16 PBt1R PARKING SPACES . , 'ALLEY ®1 BO. DRAIN INTO Z� 1T ° � :. .. ... .... .- �u WATER 1 r 14 3 u _ ,ti } x AR7 / L Jv14 x N 4 Nv14 . P T 4 i 4 11 I`fM 1' WATER : C11!ate .� .� •nt SERVICEAND JY{ 4. IRRIGATION t — — 1 TER 1,15 Points Required Landscaping Requirements 15,156 Disturbed Area (sf)'"I" (15156 sf /1,000) x 30 Points =; 455A/ Additional Landscape Points for Streetscape Cullen Trail - (125/50) x 300 Points = 717-d, Deacon Drive - (122'/50) x 300 Points = 732 Total Streetscape Paints= 1482 Total Points Required = 1937 Points Provided Symbol Size Name &Type Quantity Point Value Total Points ,iPMNvfft9y -3,4" Live Oak 2.1" CAL. (Quercusvirginia) 8 150 1200 X Canopy Streetscape A%1 t Live Oak vl� 2.1" -3,4" CAL. (Quercusvirginia) 2 150 300 Canopy Crepe Myrtle _ 1 Bigger titan 1.25" CAL. (Lagerstroemia indica) 5 40 200 Non -Canopy 'j Waxleaf Ligustrum ` IViin. 5 Galdon (iigustrum japonicum) 25 10 250 `✓/ Shrub Total Points Provided = 1950 r�l .SERVICE AND c Y.. 3 4" 14 IRRIGATIONf � _ a. r r METER ~n F t x i L a' - fi�iA1f vi Yf$1 N O TE' a TE MPORARY 0 RARY VI � DE >� �^ DEVICES AROUND STORM .DRAINS ARE USED TO � DETAIN AND/OR `FILTER SEDIMENT -LADEN LADEN RUNOFF: THE, PR a a* OTECTIOIV ALLOW � S SEDIMENT 0 T � ENT T SETTLE PRIO R TO DISC HARGE INTO 0 A S STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND ES MUST NOT DEGRADE. DU T E 0 ATMOSPHERIC CONDITIONS.. GRAVEL BAGS z SHALL BE REPL ACED UPON FIRST SIGN OF DETE RIORATION. V GRAVE L L B A GS SHALL BE INSTALLED & MONITORED rt-IRf111C1-I (ll IT TLIC nnn irn-r fir, 1 ItJCTnf , n Tf—r-�- Points Required Landscaping Requirements 16,356 Disturbed Area (0) .� (16356 sf /1,000) x 30 Points = 491 Additional Landscape PointslforStreetscape` Cullen Trail - (115'/50) x 300 Points = Capps Drive - (138'/50) x 300 Points = Total Streetscape Points= 690 828 1518 Total Points Required = 2009 Points Provided Symbol Size Name &Type Quantity point Value Total Points ��iiNNvit.114q� Live Oak 2.1„ -3.4 CAL. (Quercusvirginie) 9 150 1350 Canopy Streetscape x �'11fbt^PtJ'}iTt Live Oak / G 2.1" -3,4" CAL (Quercus virginia) 1 150 150 Canopy Crepe.Myrtle _ Bigger than 1.25" CAL. (Lagerstroemia indica) 8 40 320 Non -Canopy Waxleaf Ligustrurti min. 5Gallon (ligustrumjaponicum) 21 10 210 Shrub Total Points Provided = 2030/ MIN VtIj 12"x18" REFLECTIVE FINISH METAL SIGN I ") PARKING ( �- LEGEND L 3" 12"x9" REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN 5 SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. �1 1 I I II L J� 3" MFN• 1. ALL CHARACTERS MUST BE 60' p� MINIMUM ABOVE GRADE OR SIDEWALK. ADA STGN DRTATT N.T.S. .' Streetscape Streetscape e Required Provided Required Provided Cullen Trail Streetscape: 125` 32 = 4 Ca p / Canopy Trees Required ,/ Cullen Trail ' Streetscape: 11532= 4 P / Canopy Trees Required SITE�PLAN D acon Dnve Streetsca e.1Z2 32 4 I P / CanoKyTreesRequrred 8CanopyTresspravrded ,_'. , Capps ;Jrlve Streetscape.138/32 5 Canopy Trees Required 9 Canopy Tress Pravrded R THE F J A R��.ACI�� I I SLTBDIV1�ION SEAL WITH EXPANSION SIDEWALK OR PATH - PARKS 1 & 6 MARK LOCATION WITH JOINT MATERIAL SMOOTH DOWEL BAR GALVANIZED WHERE. APPLICABLE 1 /4" R 1 /2" 0 X 18", 12" O.C. coATED w HEAVY GREASE CARRIAGE BOLT" INSTALL 6' MIN. _ THE BARRACKS II SUBDIVISION PARKLAND TRACT 1 3/4,. ( / ) NOTES X 2„ TOP OF PATH TO 1 % MIN. BOLT IN BE 1" ABOVE 0.35 ACRES WALK GROUND 2% MAX. 1. FINISH: LIGHT BROOM FINISH. JOINTS TO SAWED OR FORMED, /\ -- -- i \ 7 7 v//,\ 4" BE TOOLED 1" DEEP AT AN INTERVAL /\V v 7 , \ 7\ VOL. 10570 PG. 293 EQUAL TO THE SIDEWALK WIDTH. 1/8 TO 3/16 SEAL WITH EXPANSION EXPANSION JOINTS ® 40' O.C., JOINT MATERIAL, MIN. d �— SEE NOTE 3 AND THE BARRACKS II SUBDIVISION PARKLAND TRACT 6_ CONTRACTION JOINTS 0 6' O.C. 3/8„ R d RECYCLED MATERIAL, 1/2 0.38 ACRES THICK AS MANUFACTURED 2. DOWEL IN AND TIE TO ANY CONCRETE k— / VOL. 10570 PG. 293 BY J.D. RUSSELL CO. OR 3 LONG METAL OR PLASTIC CAP, INSIDE STRUCTURE ADJACENT TO SIDEWALK / / / #3 BARS @ 12 O.C.E.W. OR 28-DAY CONCRETE / /\ _ , -' \ 4 BARS Cs� 18 O. STP.ENGTH > .APPROVED EQUAL DIAMETER TO BE 1/16 GREATER -THAN (DRIVEWAY, INLET' BOX, CURB, JUNCTION �, EXTEND: END 12 � \ \ \ # C E W. 3000 psi : \\ \ \\ CRAWFORD BURNETT LEAGUE, A-7 F DIAMETER OF DOWEL BAR. CAP MUST BOX, ETC.) WITH #3 X 12". BARS ®12' 4 BEYOND CONCRETE /\/� (4" THICK MIN,) ` BE LONG ENOUGH TO COVER 2"OF O.C. OR #4 X 12" BARS 018" O.C. DOWEL AND HAVE STOP SO END OF AND TAPE BOTH ENDS SEE FINISH NOTE COLLEGE STATION, BRAZOS COUNTY, TEXAS - - CAP IS 1" FROM END OF BAR. 3. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY OF SIDEWALK CONTRACTION JOINT CONCRETE PATH FEBRUARY, 2013 AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 3" SCH 40 PVC PIPE TYPICAL SECTION OWNER: OWNER: SURVEYOR: (� T / T T �T S ( _ ENGINEER. rJI�E VVALl�. ��L1PANr.710N (STANDARD). AND SHALL .BE o-a% wEr 12" BELOW TOP OF Headi Philli s Investments LLC City of Colle e Station Brad Kerr RPLS No. 4502 ]? � tY g - � Schultz Engineering, LLC OF THE OPTIMUM MOISTURE CONTENT'. GRADE TYP, NTS 3302 Gene Kerr Surveying, LLC General Parkway PO Box 9973 err u Texas Ave. Firm #12327 & CONSTRUCTION JOINT PVC SLEE17E College Station, TX 77845 College Station, TX 77842 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 690-5000 g g (979) 268 3195 979-764-3900 �1. i En inn ri LLC , a 2730 Lon mire, Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR JPS RCF JPS 13-237 FEBRUARY 2013 SCALE VERTICAL N/A j HORIZONTAL 111=30' PLOTTING SCALE: 1; j FILE NAME: 13-237 in. PARKLAND PARKLAND TRACT 1- 0.35 AC. 'TRACT 6 - 0.38 AC. - PARK 1 - PARK G S4T 45 4'E - 113.W !ram /►2 A■ - _ - - - � .. � W i�fbW:+ � .�4 n :•d, �.. 3?�; cr,.J {•'St .'.+•t'�^G�.. C - W45' 4TE-118.7�' - -- - _-- __- -_ - -.-- _- -_ _-`- --- --- --- -_ -_-. "^7 ~ (V W C. W t W W •y :�Q t W V, t V�'•' Y W t '. 1 W t W_ r t W W t t W V - II �i � y W Y, i:•_..i'ao•.•�Dmi • W t W � ,} V tN�"1 . •, t Y r W Y' t r W r W W r t t W W W t t W „ y W W t,'�i � ....- ___. _.-... .�. -- .- �. _- .__ _._ -_ -• �. .-- -. -• _- .-_ ___ __ -.._ ..- ..� -.- ___. .�. _.• `� W • •• •,1 •-•S••-•�' r y ' W vJ 1 O t3 W r W t W W W t r W ' W W t W W W „ 1„f0. f ! I _ .I I I I I ! I I I I I ( - _ �� W - - Y W T/''''•1, y� - © t W r W W W t _wIY _ I I _ Vr' W W ''•~• '.QL W W ��]!. - r W Y ��•j()) n " W W L1 U hh'.'•ll 1.OJ '�1. W , •fir •? i 'y W eV• Q��-11 , Y W t m W W V, W •'i. � � i-1 _ -C•� - ��W Y • Y . a : W W V' +, W 1,J•� �!�/�C O Y W # r t [�j � W ITT �V z,Y 2 3 4 5 6 7 8 9 h 1 I 21 3 4 5 6 7 8 910 13 14 12 W W r W 10 11 12 13 14 15W WY �::• =- .l:yWrtWWWW �/•�7 � (� y W V. � - W I r 1 I I I I I I I ! ! I I I I I �` BOZ .1..r;+; o R7 Z [}�� ! r0f 'N 3~ (�j -�{-�T�.�:•'y p W W t rm�ri ' N - BL CK 1 V _ !•�i �BLOCK 16 - T `•"e W " 11J »'~• • W v W Y W Y' �� : W W '��(y W W n � I ! I I I I I I l_ I - �i _ _ _ T•. Y:� V _ - .l:i�V11.1 M •''',••• W WW t W W W ,l W W Y t Y W �y'• t'11i, I � ( - - �j ,, Y �•' •4. i• ,7 •,,; W Y' W •y W W r r W W •:r.. W � 1 I ! I I I ! I I [ I I I � � .:,: W _ - ••�• W Y W W 'vI �� , Wt tYW t WW WWWW.t rt tY WW a1..W WW / \ _ - '�i:W rWWW�W W YI�t - ♦ W W W W Y W W W W W W W W t W '� '.1.. t __r. _-.- -- ._- -_ �. - •-- -. _- -. -._ - -_ _._. .; W V• d' ,y Y W W '' W V, W _ t W r r t Y W \.± r -•- _..... -- -. .-- .- �...' / \ `.. -_ i - r_ -.. ___ _ rr- :5... W t W Y W _ m - ____ _-_--------------- _ __ _ _ __ _ - - - - s W-s:--- -- - -.A W_o _ -R _ _Q _ - -- --- ------ - - - --- --- ------------ -------- -- n CULI,ENTRAIL -- --- 27' B-B ASPHALT PVMT - 50' Ra XV oI-s 3-8 9 a R�- 8----"9-8-----•-3 9 g-8 g I i U O THE BARFACKS I- PHASE 101 I! 1 29 ( ( i 28 I 27 .• 1 i w�126 I I n I aWa� �► 12 I 3 I 4 I 5 I G I I I I I I 3 �� ► II 2 I 3 I I 1 11 I I - I 21 I22 1 1 241!1, 257 3 110 4 7 8 ICIL 12 13 14 15 16 17 18 19 0 12I I I I I {tI I I ( I I I I I I I I I I I f [ I 1 I I I I i 'AT rrz19 I BLOC 14 - - - - - - - - GENERAL NOTi : I. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONINC OF PIPELINES, UTTLLT1- AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, BLAST BASIC VOLLEYBALL SET AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY LEGEND OUTDOOR VOLT EYB r r SYSTEM DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESSL 2. ALL SITE'WORK IS M BE DONE IN CONFORMANCE WITH THE 2012 BRYAN / COLLEGE STATION BOUNDARY STANDARD SPECIFICATIONS. W-a EXISTING WATERLINE_ SIZE NOTED POST 3. ALL UTiLI1Y LINES (WATER. GAS, SANITARY SEWER, G•T•E, STORM SEWER. ETC•) SHOWN ARE B BENCH p RonTAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP ®. TABLE DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD INFINITE NET HEIGULLEY MULTI -BARS EVIDENCE -,,SHOWN POS{TI{�} A S MAY NOT REPRESENT AS-�L�CONDITIONS. EXISTING SIDEWALK HT ADJLISiAl3l.lc FROM Mav's VBAL.L SPECIFI CATIONS 4. DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA/RYE MIXTURE IN ACCORDANCE _ BALANCE BEAM CONCRETE SIDEWALK WITH STANDARD SPECIFICA•itN SECTION 32 92 BABM "'� • `' - ' _: ©OWN TO TENNIS 5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL"F`LOOD HAZARD AREA PARK TABLES, BUNNELL FL MODEL COMPACTED CRUSHED GRANITE "WCT46WEBCLASSPSM" SQUARE EXPANDED S. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT Z, .LL BE SCREENED FROM VIEW 0R NET HEIDHF GAUGE -'ET HFJGIiT GAUGE SCALE IN FEET METAL THERMOPLATIC COATED 'PICNIC TABLE ISOLATED SO AS NOT TO BE VISILE FROM ANY- PUBLIC R1GHF'.vF-SPAY OR RESIDENTIAL DISTRICT LED LIGHTING W/ POLE, 12' HIGH WITHIN 151Y OF THE SUBJECT LOT. MEASURED FROM A POINT FIVE FEET ABOVE GRADE SUCH AE EXISTING OVERHEAD ELECTIC TENS1ONEi4 PICNIC TABLES WITH WEB STYLE SURFACE MOUNT OR SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN 4.0011 SQUARE STEEL UPRIGHT PORTABLE FRAME. WITH 4 ATTACHED SEATS. A UNIFIED APPEARANCE -O- MSIING POWER POLE MEl'E!i Nai' BOLTED :2 77" INCH GALVANIZED STEE . �' {`f NE H L' 7. IXTEI210R BUILDING AND SITE LIGHTING WILL MEET THE STAN7. ^S OF EXISTING GUY ANCHOR LINE- " . PORTAi31 F OR ' SURFACE `MOUNT. Iw : sEcnaN 7.1a of THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT SOURCE ,.HAT, .TIT PRCJECr BELOW AN OPAQUE PROPOSED INLET PROTECTION I HOUSING AND NO -FIXTURE SHALL DIRECTLY PROJECT LIGHT HCRIZONTALLY. FIXTURES WILL BE i WINGLIKE VINTAGE ST`(LE BENCH WITH BACK MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY AND ARMS 6' LONG 1 - PROPERTY LINE LAYING SURFACE BENCHES N GOUND, RIBBED STEEL, 2 Z LEGS 146 LBS. ELEC1T2ICAL Nt g" ITES. E 1 1 a da 9 n• f + SINGLE COLUMN SQUARE UMBRELLA, IN 1. DEVELOPER' INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. LLEY s?_' r,,.. t E .3: GROUND MOUNT, 10'HEIGHT 14'X92' WIDTH. 2 DEVELOPER PROVIDES 30. OF RIGID OR IMC CONDUIT SUN PORT {T FOR RISER I POLES. CSU INSTALLS RISER: I ? . Ell I 36.00 13mP as 0o INSTALLATION IN ACCORDANCE WITH !' � (- y ,, P , I MANUFACTURER REQUIREMENTS. 3. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNArru TRANSFORMERS OR OTHER i EXISTING DEVICES AND EXTEND AS REQUIRED: : FIRST TEAM. BLAST -BASIC RECREATIONAL " " 4: IF CONDUIT DOES NOT EXIST A7 DESIGNATED TRANSFORMER 0R 81HETi EXISTING DEVICES VOLLEYBALL SET, 4 X4 X11 GALVANIZED STEEL �° '� DEVELOPER VALI. FURNISH AND INSTALL cONaUIT As SHOWN ON cSU ELECTRIC`" 0"EiER AL LAYOUT ty ; - TUBING UPRIGHTS. ADJUSTABLE FROM 36" - 7' ENGINE 1 P,4+ + 11". NET CONSTRUCTED OF BLACK 5. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. LINE TABLE LINE # LENGTH DIRECTION L1 3.50' N4T 45' 43'W L2 36.00' N4T T4' 17"E L 3 30.55• S42•. 14' 17'W L4 21.76' N47' 45' 43"W V BALL SET POLYPROPYLENE 3.5 MM KNOTELESS WEBBING. 6. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND'.05SIGN. (PULL BOXES PROVIDED KEVLAR TOP ROPE INSTALLATION IN BY CITY.) ACCORDANCE WITH MANUFACTURER 7. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. ; REQUIREMENTS. . rQNCRETE PKI14/81DEWALK MAIN POST TMCKNESS >3.0MM, OTHER PIP3 THICKNESS > 2.75MM, CARBON STEEL HAND 1, RUNNING: c.10PE NOT TO.. EXCEED. 5% ELDED. FLAGE PLATE BOLTED TO CONCRETE - F��'�SS STATIONS " " 2. CROSS 5LI PE SHALL BE BETWEEN 1 2°G PAD WITH EMBEDDED J BOLT, OR CONCRETE PAD OR PIER TO MEET MANUFACTURER 3. PLANS MINI _ BE REVIEWED AND CONSTRUCTION SHAD. BE INSPECTED IN FULL COMPLIANCE WITH SPECIFICATION. 5 YEAR WARRANTY. 1DLR TAS CHAPTER 68 4. THE CONCRETE PATH SHALL BE 4". THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE STATION NUMBER ITEM ## STRENGTH AT 28 DAYS a §;u SITN PORTS DESIGN COMBO PRESS/PULL 1 CSPB It II LEG PRESS -, DOUBLE 2 LEGP2com 2T -11 SIT UP BOARD -SINGLE 3 SITB1 VIC-INITY CAPTAIF S avli SIT UP BENCH 4 STUP 2s'-3" BACK EXTENSION 5 BEXT POWER ROWER 6 RWRS ROWING MACHINE? ROWR WARM UP STATION 8 WMUP RIDER- SINGLE 9 RDR1 TWO PERSON ROTATOR 10 TSOR \\ // 10•-7" j PULL UP AND DIP STATION 1 i PD}P _ ___.-._....------- 9.-41 • I j - - - - - - - - - -- ,_ " 7 6 PUSH-UP BAR 12 PSUP / ` t L PARALLEL BARS 13 PEAR HORIZONTAL BAR - SINGLE 14 HBARI HORIZONTAL LADDER 15 HLAD �// \� • • PLYO BOXES - SET OF 3 16 PBOX \ 57'-6" ( SUN PORT PLAN VIEW j N.T.S. _ SUN PORT PROFILE VIEW N.T.S. - Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.27' 25.00' 090'o0'o0" 25.0o' 35.3W NOZ'45'43"W C2 8.82' 25.00' 020'12'29' 4.4s' 8.77• S07 39'28'E C3 93.47' 175.00' 030'36'11' 47.88' 92.36' N63'0348V G4 35.20' 25.00' 080'40.10" 21.23' 32.36' S61'18'01"W C5 64.97' 175.00` 021.1621' 32.87' 64.60' S31.3WO71W MAR C 12013 !F }} z9$ DEVEUP - ML,N e '. +ate A I. ?Lff FILED: T P-11-AN - T THE BARRACKS Il SUBD-MSION PARKS 1 & 6 THE BARRACKS H SUBDIVISION PARKLAND TRACT 1 0.35 ACRES VOL.10570 PG. 293 AND THE BARRACKS II SUBDIVISION PARKLAND TRACT 6 0.38 ACRES VOL.10570 PG. 293 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS FEBRUARY, 2013 OWNED: OWNE1t: SURVEYOR ENGINE ER Heath Phillips Investments LLC City of College Station Brad Kerr RPIS No. 4502 p ty g Schultz Engineering, Li1C 3 Kerr Surve ' , LLC 302 General Parkway PO Box 9973 � Film #12327 College Station, TX 77845 College Station, TX 77842 409 N Texas Ave. 2730 Longmire, Suite A 979 690-5000 Bryan, TX 77803 College Station, Te77845 i rns (979) 268-3195 979-764-3900 THE SEAL APPEARING ON THIS . ., Eng i n e r n DOCUMENT WAS AUTHORIZED BY iE , LLG JOSEPH P. SCHULTZ, P.E, LICENSE 2730 Longmire, Suite A NO. 65889 ON FEBRUARY 28, 2013. College station, Texas 77845 ISSUED FOR REVIEW` 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARKI REVISION BY DATE KERR JPS RCF JPS 13-237 FEBRUARY 2013 SCALE VERTICAL ' N/A HORIZONTAL PLOTTING SCALE: 1; j FILE NAME: 13-2-37 PARKLAND D 'TRACT G - 0.38 AC. PARKLAN� _--- M TRACT 1 - 0,31 AC. �� /f34g COtiRAND V GUARDTIMA. - PARK 6 P WIDE l ,y i ri t3i.•!• ,.•. ►•• t 3w•1. . i., ♦. ':a,yh. .� _ N - A CONCRETE 1 ` '.i'> i i::�; ',,'.:: `:r ,.. :. 'al.� r.i �a .•. .r.i:.� ,i:y••, y • i - auil ! SIDEWALK w w }, • rr .. ' w • • • w ' :w , . j _ w q, •�rti�. w y v, w w W W �;.: w w W w w w w w W + 4" DEEP RECYCLED ,y hx w w 8 WDE -4.: v, w ,y W w PLASTIC EDGING ` NCREiEy ,t, %'•' -... .. - _ w :!,•. X w `y w W0.��i 1 w X w w SIDEY�AtK v s,y F '�' ,y w r, w o t v. vg •y 't's'� .+. w W �� ,y ,t, ; '.�' w : _�:',. W � y v, v, r x•' r .. : � • 's" .•; W �' w - ,,, w w w W wn �ljl�+��l w H - vi w W ,�rr- �`�•�# : `t _ .v > : .. - .. .' .. .. _ - rytl w w w �, `y w y y w w �, w -IRRIGATION ��y • P w w a . w SLEEVE _ — _ _ _. — _.- — •a.• Nim w•`'8." w n---•� t, X y . w y q m II+ � (� SOIL L COMPAC W w BAT1hf w k w P '>.• 6 PARKING '-ti/ C�i..�E..rIJ'' 11J .a . w ... .. . t'; CRUSHED i_.:..: ' ' SPACES t �c p•�q� - GRANT >r _�' � '� cN W .. �ZL']-LV1J• • .` • � .y N GRANITE w 2 t ) w w 1- ! y ti w W w N 17` .. r w t�• -r O .. REC YCLED .. LED P w LA.STIC EDG ING DET AIL r '•hIBAR.: •1 ADA Sl '�': ALL F+ w w O W w N.T.S. Q H r. t" c S a w w s V w ..e a , r _ e w �• e •w ' - -: - UN 9 W w W W r - �• w Q i SUN ® R{.• \ -, c � w ,= w e - w w _ 5 w - ' ao w . . a v w w W OR. w T N w IRRIGATION BRIG TiON PORT u� . `.• y v} SLEEVE w e e w �'�1NlIZZ. e ..IR w y :....:SAL£EVE: - 18c 1YP. `y .,� e : G STEEL REINFORCING BARS .... ..: . •' , , ._ fit},- \`� w :y .r: t N -- CON R C ETE o PAVEMENT STUPi c w _ w w w a �.xawR 4 W _ t' V '1 : Y tel: •. w X - e •e - - - rz w itNMti�1" W 1 w W : :-. t `. , .... .. ,... PEAR •r. PARKING SPACES \ - �• .. e , w J BOX _ i' a :> 6 W w - DRAIN INTO .. i i-. w 8� w w e w vt w ALLEY � 1� o Y w �. w • y �-VO�YBALL COURT SLOPE �: O �� w _14 � � • x -s X =>. LIME STABILIZED SUBGRADE y o: c; w "t is w _ � w - w CO PAC M TED CATION � RI O 9 w C e EXTENDS 1 OUTSIDE w TS '} w E THE EDGE OF PAVE : . W - CRUSH sLEEVEw ,,, .. vt•" e ( PAVEMENT) ,> w w ^K 1 4 DEEP )lECYCLID-'w, .w �y GRANITE ,y � x �y . w � .., �,/� � g * X_ca" PLASTIC EDGING y w ! w " �— �= v% y�� w i�i W \' ;' 1" WATER f'',i• Vi y v'.j� N e� a slc N , y `tss�� v. w i%l w y W ff w :>r SERVICE AND _ 1 ws� 5 PAVEMENT -USE #3 REBAR ®15" y O.C.EW. N y w w w w �l'xru, a v' IRRIGATION 1 w w w ySr`j�j� w i• e 9 X y w Xv METER >> �i.• wL� y w® w w w ® `yam v, '�' ♦ e y"" v' 1" WATER w ,+,. w o s F. y y :t• w w `y- TYPICAL CONCRETE PAVING SECTION y �i�`.w w w `jf&MNw v .,' ,•t1� w _ SAND w w X u' SERVICE AND �// w +, VOLLEYS All w w 3%4' IRRIGATION p N.TUL M X 6}TARDTMy '` METER w ". M „a m--mmmwmm—mmm maw mmar—mw--mmmmm: .. mmm-mrmm mm mmmar aenmwmmrmrm >smrmarmer arm mwmar arw •-- •---.. ..— .� W � w w iI m�°a0`""m +r'��`"" 5'tj - - .. .. - ---era—mmmm ;�.`� UL ram a... mm—+wmmmm•. «. �. ,•.®—mc.mm.m c. ®..ammmm®ar mamma mmmr,mm mm—na®m _ �F•. ��Vi w ''7�'li�"� p'rsam'+� spy, s'� / / _ A w w / - •� :: _ ., ,., m, ,.. "• / NOTE: ALL CURBS 6" IN HEIGHT - TED—N CULLEN TRAIL _ .... :"•o,Barimeraommmamsa.rm®asmao"maoimseaasmmmmmmwmmaasmasrnamcn® �• � UNLESS NOTED OTHERWISE. 24•' Hg 3'R 1 11 �' fl H - .. .."...:.:..:'..:. t PARK I NOTE:PARK 6 3* Points.Required Landscaping Requirements _ 15,156 Disturbed Area(sf) (15156 sf /1;000) x Points = ' 455, Additional Landscape Points for Streetscape Cullen Trail - (125'/50) x 300 Points 750 Deacon Drive - (tZ/50) x 300 Points"_ 732 Total Streetscape Paints= 1482 Total Points Required= 1937 REFER TO SHEET' C1 FOR FITNESS � '� 2' Q 3 2' Points Provided Symbol Size Name &Type Quantity ' Point Value Total Points Live Oak Ar� 2.1" -3.4" CAL. (Qiiercus virginia) 8 15a too w Canopy Streetscape X Live Oak 2.1" -3.4" CAL e (Qaercus virginia). 2 150 300 Canopy Crepe: Myrtle Biggerthan L25° CAL (Lagerstroemia indica) 5 40 200 Non -Canopy - Waxleaf Ligustrum Min. 5 Galion (ligustrum japonicum) 25 10 250 Shrub Total Po.ints Provided = 1.950 . Points Required Landscaping Requirements 16,3S6 Disturbed Area (so (16356sf/1,000));30Points = 491 Additional. Landscape Points for Streetscape Cullen Trill -(11V%50),x.300 Points= 690 CappsDrWe-(138'/50)'x:300Points= '8W Total Streetscape. Points= 1518 Total Points Required = 2009 'ANUS,- WPLI 3" LIAR 0 Z013 ® = #4 BARS � G � I 0 = 3/e X 18' SMOOTH 'COEXPANSION DOWELS I TYPICAL CURB DETAIL, - - — NEERI - NT.& t> rRESERVED 2 x18 REFLECTIVE FINISH METAL SIGN _ I .BARKING ,•_= I �--, LEGEND Points: Provided. Symbol Size Name&Type Quantity Point Value Total Points g Live Oak 2.V -3.4" CAL. (Quercus virginia) 9 150 1350 X : - Canopy Streetscape Live Oak 2.1" -3.4" CAL (Quercus virginia) 1 150 150 Canopy Crepe Myrtle Bigger than L25" CAL (Lagerstroemia indica) :13 40 520 Non -Canopy Total Points Provided = 2020 3" 12"x9' REFLECTIVE FINISH METAL SIGN 6" Zx2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. i I I[ t [ T [ t NOTES- 3" MIN. L 1J 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SIDEWALK. w PERENNIAL GRASS — BERMUDA " PERENNIAL GRASS —BERMUDA w w Streetscape Required Provided Streetscape Required .Provided` O @a y"'E PLAN Cullen.Trail Streetscape: equif 12V/32= 4Canopy Trees Required _ Cullen Trail Streetscape:llS'/32= 4CanopyTrees Required gy S1 1 Deacon Drive Streetsca e:122' 32= 4Cano Trees Required 8 Canopy Tress Provided MAR U 1 2013 p / PY q pY Capps Drive 9CanopyTressProvided t tzt F13ARRAC-1 11 S�O�.�!,T'LOPF SUBD 4CS 1 & 6 b SEAL WITH EXPANSION SIDEWALK OR PATH u P1 M JOINT MATERIAL WHERE APPLICABLE SMOOTH DOWEL BAR MARK LOCATION WITH L .. GALVANIZED 1. OOP COVERAGE OF GROUNDGOV x_. _ = v�.��L ER, DECORATIVE PAVING, E NOTE. 1 /4=• R 1 /2 >a x 1$", 1 z" D.C. INSTALL 6'-0" - THE- BARRACKS II SUBDIVISION PARKLAND TRACT 1 3 4" (CO W/HEAVY GREASE) NOTES: CARRIAGE BOLT" TOP of SIDEWAUC DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS X2 SWALES AND 0.35 ACRES BOLT Its TD BE 1' ABOVE 1% MiN• I REQUIRED IN PARKING LOT ISLANDS, WAS GROUND 2q MAX. DRAINAGE AREAS, THE PARKING LOT SETBACK, -� --- .--. VOL.10570 PG. 293 1. FINISH: LIGHT' BROOM KNISH. JOINTS TO SAWED' OR FORMED, \��,.\ � \ r ": 4" BE TOOLED 1' DEEP AT AN INTERVAL RIGHTS —OF —WAY, AND ADJACENT PROPERTY DISTURBED EQUAL TO THE SIDEWALK WIDTH. 1/a" To 3/16" SEAL WITH EXPANSION 4 d DURING CONSTRUCTION. AND THE BARRACKS H SUBDIVISION PARKLAND TRACT G EXPANSION JOINTS ® 40 O.C., JOINT MATERIAL, MIN. SEE NOTE 3 CONTRACTION JOINTS 0 6' O.C. 3/$'• R d 0.38 ACRES RECYCLED MATERIAL) 1 /2" / ' 1RRIGATTON NOTES: THICK AS MANUFACTURED -DOWEL IN AND TIE To ANY CONCRETE V•OL.10570 PG. 293 BY J.D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE STRUCTURE ADJACENT TO SIDEWALK ", �,� �f #3 BARS C� 12" O.C.E.W. OR 2$-DAY CONCRETE 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A APPROVED EQUAL DIAMETER TO BE 1/i6 GREATER -THAN DRIVEWAY IN `� - ��' `/ 4 BARS @ 1$" O.C.E.W. STRENGTH=3000 psi PRESSURE VACUUM BREAKER, REDUCED PRESSURE LET Box, CURB, JUNCTION _ # P CRAWFORD BURNETT LEAGUE, A-7 O L DIAMETER OF DOWEL BAR. CAP MUST 90X, ETC.) WITH #3 X 12' BARS SDI 12' - ,- - .- - • -•: -: -... :. - -.. :.• ; 4" EXTEND` END 12 � � �i� �� 4" THICK MIN. PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK SACK , BE LONG ENOUGH TO COVER 2 OF O.C. OR #4- x 12- BARS 0 1W O.C. �- BEYOND CONCRETE ;`� { } FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE COLLEGE STATION BRAZOS COUNTY � SEE FINISH NOTE 2394. DOWEL AND HAVE STOP 50 END OF AND TAPE BOTH ENDS ('1� �'t rg�� g� ''(�� > > CAP IS I" FROM END OF BAR. 3. COMPACTION: COMPACTED SUBGRADE CONCRETE !! l YY FEBRUARY, 2013 MATERIAL COMPACTED To A D04SW OF SMEWA� aK CONTRACTION JOINT SIDEWALK � 2. ALL BACKf10W DEVICES MUST BE INSTALLED AND TESTED AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR UPON INSTALLATION AS PER CITY ORDINANCE 2394. COMPACTION TEST ASTM D696 3""sCH 40 PVC PIPE TYPICAL SECTION OWNER: OWNER SURVEYOR: ENGINEER SIDEWALK Y A.� K L' 11it .L�L�I SION (STANDARD) AND SHALL BE 0-4x WET 12 BELOW TOP OF OF TTiE OPTIMUM MOISTURE CONTENT. 3. CONTRACTOR/DE JELOPER TO FURNISH ACCURATE AS BUILT Heath Phillips Investments, LLC City of College Station Brad Derr, RPIS No. 4502 Schultz Engine LLC GRADE TYP. NTT IRRIGATION PLANS TO CITY OF COLLEGE STATION PARKS 3302 General Parkway PO Box 9973 Kerr Suzveying,LLC Finn#1232C277 & CONSTRUCTION JOINT DEPARTMENT. SHOW LINES, VALVES, HEADS, CONTROLLER, 409 N Texas Ave. 2730 ion 're, Suite A PAC SLEEVE College station, Tx 77845 College station, Tx 77842 � WIRING, ETC. (979) 690-5000 Bryan, TX 77803 College Station, Tevm 77845 (979) 268-3195 979-764-3900 R THE SEAL APPEARING ON THIS DOCUMENT .. schu tz: Engin e iL JOSEPH P. SCHULiZ, AUTHORIP.E.,ZLICEED NSE 2730 Lo3T mire Suite A NO. 65889 ON FEBRUARY 28, 2013. College station, Texas77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO.12327 MARK REVISION BY DATE SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-237 FEBRUARY 2013 rrrrrsw� SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13•-237 2nX4 WIRE MESH (OPTIONAL) FASTENED TO T POST OR WOODEN STAKE SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST OR WOODEN STAKE METAL T-POST OR WITH OPTIONAL WIRE MESH WOODEN STAKE AS - REQUIRED TO MAINTAIN. SPACED 6' APART 8n OF FILTER FABRIC TO EXTEND INTO A TRENCH m mmmmmmswmma: ,aammm AND BE ANCHORED WITH mmmmma�mmmmmm,mmmm O _ _ ' - COMPACTED BACKFILL DN OF FLOW - DLRE•_i_.___-- v, / k4� a 20n ALLOW 2.5' TO 5' AT TOE OF - �o. _,,. ._--- 4"X4� MIN. TRENCH �� SLOPE FOR SEDIMENT TO 0. �s48 30$.25 1w 307.57 Bc �. ACCUMULATE. ALIGN FENCE 30� 63 Tw ALONG SLOPE CONTOURS. - I t t1IIIIrR t I ..L... , : tll , �.. t ... �... I I SILT FENCE ASSEM13LY /-s� 30277 SW 3 TW . r w � "' w . . �_��. N.T.S. N/ 305.00 TW , 308.15 TW .. Y I 1 � { elm t ��0{O� t l� I t�l I i�lttl<t I -� I �Ils t 111tA1R, t � t 1!!!� 1 - w mT F77 � 1' 3w �' 307.53 TWI 6 WIDE-CdNCRETE3.2d FSIDEWALK� 308 50 TWGRAV EL SA Gw w N w w �, .:,. � � - w w08.50 T4vw w w w R w .. .. � G AVEL BA w w w .a• 30261 SW w w iW w ":. .: ,:' .::. w . • , • ' . "--• - w w w 30 w 304.00 TW w. w w ... w wT C/� L -- :�` ;;•��.�;.' w ILIw Y �y >-'+ H w - w .. • 3 40TW-------ILI ��•n - ::s .c w w T - Y: w Fw[.t - 7.D w 2 BC N w 41 w - v t y w .., w w w 304J0 FL y 305.30 TC 30$- w q ��`rP.:r"-t.•it7:�:,2•ra' NOTE.• 302.34 �, ... •• w v w TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE w w w w p \ ': \ w w w PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET w ,y LET OF CATCH BASIN. GRVEL BAGS BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS w BA ALL W �, \ _ w SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED w•. w M30496 as 306.71 BC ®a THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET, y w w 3Q8 OD TW 30810 TW w w 308 50 71v w w w _ w 308.50 TW - GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. - , w w O w w SUN PORT 304.70 Ft. w .....'- 344.t8 Ef' ai .. .. ;� w w i ;y w' y w i STORM DRAIN INLET PROTECTION 304.40 TP \ : :'...: SUN PORT .Y a w 30214 SW _ w w �y 304.50 TW o w 305.00 TW v, I 308.40 TYV �; 306.77 BC w 307.90 TW _ w w w �! 305.00 TVY 304.90 TC . • w to w 308 50 TW w w w ,� \ �n w 14, 6` WIDE w w v, 4.90 TW - 304.50 FL m EONS BETE pDEWALK.; w � is 1 v o n w w w w 303.91 EP O w w304,62 ,Y 4 .a N w TC c4 / ' ' .: • ' • ' ' ' w w - ! Vi - w I Y �,�, �IC?�.IEYB' T f' COURT - y - 301.98 SW t' w 305 40 TW t w w w w w w w V y .. ;• Y 9g w w w `I' w C w w w q! 304.00 TW w w w w 304.20 FE w w :' ., w w `Y �" w w y w w y w I w!` w w d, w ° . w -'- 307.90� .. - w •t1:8'" � 9 TW V' 1Y �, w w w U w w w w w w 307.80 TW w �, w ,, w w\ w w - - - - - - v w w w w w w �,' w w. 303.60 FL w :- . w y w 308 50 Tw w w v, 308.50 iW y r ✓fie 1 w w w - w 3.06.71 BC a03 �' w w w w r':.: w v 303.55 y w: w y w v, V' d 303.66 TW - - - - w w _ I i s_t i Itt� t = I :.t ': :.... y w w W-6 - - • .. w w - - - - _. - �- w• y w Qi m a. �. mmmmmmmmm maammmw�mmwwmm mmmmmmmm mm mmr mmmmmmmmmmm mmmm mw mm mm mmmm mm mawmawmrdm m, �y. .y V. ,e wmw w wa mw o mom. w as r ww _ .. - w - ".w : W w 306,80 BC + _ wa wwaso mm wm wwwww:a n.-w ma s..wow.. m mmmmo wmmm mm ....-'• 4, r ,� \ a,,, map. ''� S'& MEMO mono ,.. w - w .. ,.ems ..•°' �/ /' 30248 SW 307.78 TW \I 307.73 TW w w 30248 BC 303.20 BC 1 m w m .� A. CULLEN TRAIL. aw 307.15 Bc . - 3 .. - 'mm mmm mm mm mawmm mm mmmam marmmmmmm mm manmmmawmaae mm�tw aammm - e G i n :. 347.74 BC 307.56 BC- �. g LEGEND THE OF "; Enginee DOCUMENT APPEARING ON THIS �SirA+� + �'+p �I CC h- WAS AUTHORIZED BY i �'""�, :. SCALE SHEET I & 6 RA rmg JOSEPH P. SCHULTZ, P.E., LICENSE �� 2730 Longrnire, Suite A N0. 65889 ON FEBRUARY 28, 2013.GRA .7.�......................:.*.. VERTICAL N/A JOSEPH P�• SCHULTZ �i� ��A L +iJ ING & College station, Texas 77845 ; .. ........ S �JIISIO N ISSUED FOR REVIEW • "sass ' HORIZONTAL °=2(}` 979.764.3900 TBPE NO.12327 �': 4i PHASE % 00 •• ;._ 3RTSION COIVTROLPLAN COLLEGE STATION TX PLOTTING SCALE 1;1 MARK FIRM # 12327 REVISION BY DATE SCHULTZ ENGINEERING, LLC FILE NAME: 13-237 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-237- ' FEBRUARY 2413 F-%Un Set: 1 Run Set: 2 Type Meter Static Pressure 90 psi Service Line 0 psi [Meter Loss �1.264 psi n Ing-j -.-.o non. ,Backflow Loss 6.164 psi Master Valve Loss 1.9 psi Filter Loss 0 psi Zd Mainline Loss 1.18 psi Valve Loss 1.9 psi Lateral Loss 3.227 psi Fittings Loss 0.22 psi Elevation 0 psi Sprinkler Requirement 30 psi Total Design Pressure 145.631 psi Residual Pressure 144.369 psi Backfiow Loss 5.9 psi Master Valve Loss 1.9 psi Filter Loss 0 psi n............... Mainline Loss 0.7 psi Valve Loss 1.9 psi Lateral Loss 6.382 psi ,Fittings Loss 0.354 psi Elevation 0 psi Sprinkler Requirement 30 psi Total Design Pressure 47.785 psi Residual Pressure 42.215 psi sm m I= a Om m mm MM=M=MM=j3 M= MEMO M= 11 MM C3 E= 13 SM 13 CM al C= a J1 Mo 13 =a 11 13 MM n cm 61 Em LO Irrigation > C\j -L.:ffibblj r ur ZR Sprinklers. P Q M EM M-,00■ oil - =*9 [M]IIIIII • jai 14 - 1, -Sam (D (D Co I., 0) LL q) 0 �e5 Wafer t5ource 0 C) I_ U_ 3X inch meter _LO S LL Back -flow Devices CU 00 Q 850-111 850 -I 75 - 00 0 Febco Im 5 co T Control Valves 1 -1--(0 1 @ I Hunter SRV-100G-S ISRV-10OG-S 2 7 ....... .. ... . . .. I Hunter SRV-IOOG-S - ISRV-10OG-S] Irrigation Accessories Febco 1" Y-Strainer Hunter PC-300 PC-300 IL Hunter RAIN -CLICK RAIN -CLICK >'-i I Nibco 1" isolation valve L J=V0 A. ftzwFa Lateral Line Pipe 13629 9 Mainline Pipe 134-02 ft I Class 200 3/4 Wire 334.55 ft 16(Control 0 ,124.7 ft 116 Gauge - Common 10 a C=j to J3 Em m am a sm a a O= a 0= 13 Am 13 air a as a M= M =W n I= n REVISIONS: None DATE: 1/31/2013 JOB NUMBER: n/a DRAWN BY: Joseph A. McFall CHECKED BY: n/a SCALE: 0 5 10 20 of 10' SHEET: 1011 Irrigation P:4 f Run Set: I Run Set: 2 - - - - - - - - - - . I jinnI 0 Bird R1 3-18F - 1804 R1 3-18F 35 i - Si — 1.73 gpm 16 ft - 16 �5 -Rain Rain Bird R13-18H -1804 R1 3-18H 35 psi 0,36 g m 16 ft 2 Q-1-1 Rain Bird R1 3-18Q - 1804 R13-18Q 0.43 gpm 16 ft 5 Rain Bird R17-24H - 1804 R17-24H 35 psi 1.62 gm 22 ft 4 Rain Bird R1 7-24Q - 1804 R1 7-24H 35, psi 0.81 gprn 22 ft inch meter Backflow Devices Febco 850 - 1 1/2 1850-11/2 Control Valves Hunter SRV-100G-S SRV-1 OOG-S 2 (9) Hunter S RV- I OOG-S SRV-1 OOG-S lrriqation Accessories Febco -1 1/2" Y-Strainer AL Hunter PC-300 PC-300 Am Hunter RAIN -CLICK RAIN -CLICK x Nibco 1 1/2" isolation valvel Lateral Line Pipe 295.54 ft Class 315 1/2" 126.3 ft Class 200 3/4" 104.77 ft Class 200 1" I Mainline Pipe 18.31 ft ---------- Class 200 1 Wire _�iiii 16 Gauge - Common . . . . . . . . . . . . m V� - - •- - - - ■- - •- - •- - - - - - - - •- - •--- •- - . . . •. . . . . - - - - - - - - ti '100 m �w -0MR-M. Z19 R 'r 1 .11 MR- Ir NMI'. SONY IRISH RE M M, W I M9WIN O 6 Parichig Spaces ♦ .......................... r ..... ... ce' .w #1 Meter Size 3/4 inch meter I Static Pressure 90 psi I Elevation Change 'Oft I Maximum Recommended Flow 18.97 gpm Available Working Pressure 81 psi ft*"d Type Meter Static Pressure 90 psi Service Line 0 psi Meter Loss 2.864 psi Backflow Loss 5.341 psi Master Valve Loss 1.695 psi_ [Filter Loss 0 psi Mainline Loss 0.34 psi Valve Loss 1.695 psi Lateral Loss 5.969 psi Fittings Loss 0.316 psi Elevation 0 psi 'Sprinkler Requirement 35 psi Total Design Pressure 52.906 psi Residual -Pressure 37.094 psi Sprinkler Zone Data .,.ompQnen Backflow Loss 5.428 psi Master Valve Loss 1.643 si IFilter Loss 0 nsi Zdne--"I--- -9P Mainline Loss 0.38 psi Valve Loss 1.643 psi Lateral Loss 3.579 psi Fittings Loss 0.198 psi Elevation 0 psi Sprinkler Requirement 35 psi Total Design Pressure 50.913 psi Residual Pressure 39.087 PSI i ;:Rate: 1 4412.86 Sg/Ft 13.41 gpm 0.29 in/hr 2 3835.3 Sg/Ft 14.28 gpm 0.36 in/hr (D LO I- > I- r,- C� r-, 00 (D (D CO co m a) C6 = 0 0 (9 Ca :3 LL - Rim U- 00 (D M co 0 m m 5 0 F o Oo Ooo 0-hq �� sep,3tw IMFG11 ;0 0(70000 000-000000000000 0 0 13629 0 AV 00, 00"'q �JfRt?- a 0 z 0. n- 0 co, Ul ca 0 LU CD -0 C X ca 0 rn CU 0 0. 00 REVISIONS: None DATE: 1/31/2013 JOB NUMBER: n[a DRAWN BY: Joseph A McFall CHECKED BY: N/A SCALE: V= 20' i - - - \ + 'fitL I .• '� ' , • SUN PORT } II IT - A c i -- -- LUI f1x FRAU. PARK 1 2 20 1®0 SCALE IN FEET i --7---71�-- ti M VOLLLYBAIJ.COURI r- I i SUN PORT � - ., VOCLfiYe'ALL COURT •\ 1 20 1®0 SCALE IN FEET K K C 4PAv[L Pao ® "I"' CPAYIL RA d If' NVL: - 11.1 O• TEO'ALCEP a%V"4 nPu THEMANGME (O 1. NEE /O/OMT. Xuxorr ixEC XaL YO Ui0 TILE PRIOR TO (MISCHANCE IoO ; TORDRAIN IDEAL OF CATCH ATCBASIS. OIVEL RATES SEBEE SREs AND MUST 1 DEGRADE E O ATMOSPHERIC CONDITIONS. `RELBAGS SMALL REPLEVIED UPYON c BOUILLABAISSE.GRAVEL BILLS SMALL INSTALLED [ NONIOPEO A, THROUGHOUT PROJECT 'OXNnuNIGH EP B.n cArcLPMS TO N TxLEN mix CLEAN a/N- EP ¢ss 4141E1. LEGEND mma bm xEaw Psr ANDI o+vuox �® PC AUDEMAGUAL 13. 33 Q'4f ./ o_ �E SCALE SHEETME .. MPEMIx4 PV 1NIs PARKS / CL V"`...Aux..l P. GRADING & Schultz Engineering LLC A5 p. SCAS XNL.p..BEp61 NA ��a:aS341ORRmAG�1.1NA ' "°. 4sexN 4X "°PPXa zP, "'. THE BARRACXS 77 S(IBDNISIONmil.764,3 c.iwsnPlz ISSUED fOR REVIEW rxasE gooEROSION CONTROL PLAN9]9.J69.39W TAPEX0.3233)MSIONEO 0P1WN RPPPOVEO MRXO. MlE NERR JPS RCP JPS 1123) FEBRUARY2013 RENLNiwNc. ucs COLLEGE STATION,TX Px£NAUT; 1123) Sand Volleyball Court EDGE GUARDTM: • Click on Images t< • Maintain a beautiful edge between your sand and grass • Easy overlap installation, no cutting needed Mounts directly on top of a treater 2 x 12 with cushion Zan • Sand stays soft on one side and grass stays beautiful on the other • Keep your grass from growing into your sand! • Impact resistant plastic helps prevent injuries and allows you to maintain a clear edge between your sand and grass. • Made with UV resistant plastic for years of outdoor exposure. • Screws on top of 2 by 12 treated lumber with 1 inch cushion gap for easy installation. • Pieces are overlapped every 8 feet for quick set-up. No cutting needed. • Constructed of High Density Polyethelene Plastic (Same as milk jugs thus, this product can be recycled!) • We stock EDGE GUARDTM in Blue, Dark Green, Black and Red. (Other colors available, call for availability and price) • Only $4.00 a foot. We can discount down to $2.53 a foot if you are purchasing other equipment from us or are buying in bulk. (Call 1-800-494-3933 to order) Jao,29. 2013 4:16PM TriActive America 805 595 1007 No.2734 P. 2 �1 r cyl� !�it! r- m N 04 �l;i• fill,] it j t lii l,I=r! iI ill - if CL .0 03 W a ° m m o C N C 3 5 y< N� rt 3 Inc m,asn�[ c c p� : N"` n Q � M C. 7',1-. r� N _S Wo N 7 13 O N CL 0-0 M•.+01 A N © s m O' m � o N 0 M t'I O 01 'O 1 C'CL o0roma rroD C 0 4 N a N h o M o W n ro m -0a 3 'm ro (D T h s o o � vZ6 W 0 O S Cr ((D 4 J > Jr 0 4p , to �t ry� to N p c5 m W s F ®1 'Ilo!ijj11 �241111'11111 ! me, a y 3 0 C " Ln n 0. y 5 NSA) o o O O a fA Jan, 29. 2013 4:l IPM 0 rn 0 R. N 0 G IriActive America 8b —i in amH � 0 v_ CPa 0 0 �Q a ' 0 OR m o v k a c a CL 0 S O " oR a S Tot b a R m °a 5' m 9 r si 0 m MR d M � a O ,a 0 T O C a s O 0 b y 100l No.2134 P. 3 M CD ca 1t P Co N Q� c 0 0(o Vi " lT3 ,oNO C a o CU>NE• p (D @ b (D 1a , @ T O 'O Z (0o'b(D MaM o �� d 0 Cr M M3om ow m0 (°ovmo w� n�(bPrZ) a oMI. ap. WO w w° o a0g (D. C cn (4 M n_,, M a �n a (DDoCL o 73a a c p�1 m t .� , ((0 Nw � 0 `Q° O Oh j @ N t�D t> Ci ---ppp O -R � OV , ' < 1 -a CN N SC_ (7 'O a p O Ol N 0) a yam = (Da m ro e �mmva, �0 0 �m m o-o �-0 o� o 11CLCL7 °c N O' 01 ,... " O dZIN O (D D N 0 9M) 7 �. Vi N a C P,, O" a (�D 0)CL � "O ((DD (4 X N p o'0 (D D o :33N o o �''r- o a r (n ,.@.. Vi O 4i @ O M Q;a m 2 LA Jan.29. 2013 W IPM IriActive America M h9h 100/ No. 2134 P. 4 o b �0wvr2a�0)y m �mmwa4p�3 C a 0 w m o � N a 0.P M � e. 41 0 w C 0 a m ry S 0 3 :1 2 0 a C o N CL N n N 3 N fit. I MIT sa()•o coo N'Sc W O C ID 0 m3°7U1« 3' Q CD N MM y`_,N f0 Q 0- pt) �ErM05 0 C � � 0 N (a N w CL ti a a� ro ; CL Q)i cS'0.�� ?' m -0cnn0 @ p� N. 0. o r0a � Entbm a 3 CM O/ Q � 3 f0 N w Cad;—:v N N N W ©0(n � ��=i m o y y o 0 AID `$ awm 8 33 wo 3 m y�P Q ;q a T W C w w yj 0 o O m V o T d• � O � �I N Jan.29. 2013 4:18NM IriActive America 80 h9h 1001 No.2/34 F. h cn cn N �3 O N Co tol 3.0w 6 O 3N3 O M w " m mMD a90 N C-q �3Q xa) Cni X to N o N Q th l0 3 60 m � W C 3 Q rt 0 ts n 0 {0 rt o' -+,ro�n'n F. wrvr . 4 ., ° o C y N OOy is @ w 4 9 o @ vv@ w n � Ngt�oo 'c 37^@n �m cab rob m co W�°� -.0 �G 'O T T+ 'O a 'n ° $ ro m o (b 3 ut ° b ,c @ @ a b v�S ~ U @ M Q%S�3 W. � V@i �'1 w Rv C iT 5 0 Q- 0 Q w Co i6 0 � c (A —0 0 0) :1,. n g w w w w( 0 a D g -�rq nw @ N m 0 ° �• ID CoN w(o @° ro N fir, (�77 N N M �.�. O @ 3CL 0)i°c°a o- �. 3�,sa`c$3 ° �yti w ro �M @ c (tDlL (nziwoCo �b a o.nao ay' w N 3 Cr CO N$ C tD O " p n bi V! r�i, ' $ 5 EL ' N N to a N h m @ co o 3 yo'� 9 y @ 3 N p @fib o�°•C° o mro $jam yR ul w a,M •o $ a.o S �3 p (P ° w rr 0 Cr N ti r� d Jl..29. 2013 4:18PM Irilcli „ America 8h §95 1001 ( } ( } ( / \ [ Cr 7 � 2 M,M 0 CL ;(§R k)�}}kE #( \/\/ ( / / « | } � k R£0QEm c;77(§ \ƒr{[/ a%2*SB E KEna C M 5"8 &0oW=h . M 5 E« ±( t $§• E � >I E CLCLr zCD CL F«/e2v or Z,®o \.0 £ CM =;—�=E � jJ kC aEEo(a 06%tk %[ Jan,29, 2013 4:18PM IriActive America M h9h 100/ No.2/34 P. I CA N CD :-4 3 lh (1(N �o � o w 0 s a la m I 0 C 3 QL Ct 0 7 c� 9 a O W ;P WNW` F (PTO 7 N (D 00eio -O -6 (D O C BCD Ch&.an y C > > S to 0C) 03> CD c Et @ ry (D @ D T� 7 �.�XqM0 to O b (D (D ORN M N ax 3 w rn fD ry 7 o n %`Do8'Ooomo ��,ao8FrTFdrM. � ^' pro. p CL Cl, O - S (D Cl p � (a CL ") - M �yo°—� a n r m o Co a m ro C. ro 6 C'O C N CO) 3w°c°p' a (D3 c 3 0 M� a m o. 'Dk � (Dm` CD (D n F C °O. Qa7 r- w { Q m O (j (D 3 tD 0 O o C ° " (a 7 -O N to (D N n 3 N (yD o m 3 rro' Fn N O - 54 a w 5:J 20134:e4�i+be6e2,8,0§g§90/ �9:f , [=< G§-7!@■ k%kjE�f )2C3. (��00\\ »if k \gaam a m tr- 1,5, #;�k) \ rU3 ®/VIZ \Jk$I k\\}¢ Jg;Bi a 2r 0 Z£/S �CL w �p=E w CL 0 (0.0 gf&&& ECLIP %7 0}> m � g_(/ �k EE C ;E M V Jan.29. 2013 4:19NM IriActive America M h9h 100l No.2/34 P. 9 � N 3 T a N 4 x 3 �cww �3mw m k a,M m C ° r�o'3 CP um ° Zmw' v 0 0 m a p, o O a µ c 77" 1 (CD f�0 (G O_ °O G C T 0 G 'o @ M Q a C Q 3 0 0 C 3 a O N N tb O Qkro c� I .Q O O 4 b1'Sti,. a NQ c�. a'm ro ro'6 m M,. croi�.wS, o m 0 0 � R�3 y Co air lCD �) ca7 -o4) o; $ `L O 3 g�mo o 0 o v N ro r n"0p C C N 00D o m •o •a 0 r a 3 =3 a o p° �"° ° o m o h y' ID r U! r c, G) (O �o� m M 0 oom a NEr 2L d�wCT. —� J) 0. m w�oa=3 4 o CL �� m ro ° M o w y G _ 3 0-��•3�@m@ m N tD tD co CL 7 O t0 'S 41 N O O •""* O L rx O.p i —5 0-- 0 (n $ o o O N N X N n O x 7 3 : o .rn a M, o a a o ro �' m c 4 O � t J,..11. 2013 4:19FM » a d G America Si §§ 92 No.2/34 P. 10 f E ( CL to § $ / 0 %§®\%< 2§2¥mM,= {mMMOL0 2 E§�JM M" \ §\ R :3 M k C g/CL ) §( ID E M , =1 o PU ¥�2 ■ lb U. Jan,29, 2013 4:19PM IriActive America M h9h 1001 No.2/34 P. 11 Mw- T ooaty A3ao. 3C�m m�gm p ��b m 3 3 �oD 3� 3 MM M 4 S g I I�-1 —� 0 O o• v ca M P CA fo -- m oo0 (D CD 005 -0(D G G tD N � N 8. 3 1% "•I, «sco Cr p Q m o $0 atrm 2S p O O y 3 C6 (Daa0 CD WQ s m a o p 3.3 a ac 3 w O N O H D N O (f3cro�ao y � (D-0 C (D N C O^ 3Mj= a s 3 0 C $ 3 3CD m a CL 3 m m w (D M y CL O �Soaa�sc G m -i o �j o 1E (D �r 7 C 8omyx m O > O 7 O► y q O N m o m Cr GM C CL O O � R. In 0 C 3 M 92 0 O a fn y ff Jan•29. 2013 4:20PM Trik tive America 805 595 1007 No. 2734 P. 12 N 0 3 D @ = ( CO M y_cowo CM O O Ma E. w S" C O O O. :I N (�1 fi�n}• N (D a M w 0 o C M > o Q.p�1� N m n ID N 7' M K W Q � O O C = m c � 9 s b y a Jao.29. 2013 4:20PM IriActive America 805 h95 100/ No.2/34 P. 13 °• 0 M o 0, rM3��• N N er g.C� U1 y �3M � <0 V m 0320 a 5(.0 Ma> to O�y ro !7 N 6 O CC Co 0 N G 9. 0 M v a In O G 3 CL d, O 0 10 45 (0 JM a 00O :P WNW o .ti. w :3, m a o 4(JI y � o y �c y 'O V N 0 c O 4 � = M CL m ro .c 5 o mam c m a 3 ro (0 aro m a p ra^n I o 0� m o l7 ^�i• `J. y N= 6 �5. 3 a rT y i O C (D O CrN� 0 01 O_ O N O p Nye c N �, Q• H &J FiS E 13. v -1 n O w (O QCDW 4. 7 (D W N (n =- 0) y n (P y W v O O. �p � O1 3 y� N O (D O y .r w :3 .(D N MG "O .y O ,p c• ,C ti •a c N m (CD O .3 C C O CL n s m y m a 3 0 r M 3 y y -00 w w m 7 ((D Er CD m �•H nCroyC=L M o MCD �w(RuoEr Cr COY y O w C1 O fA 8 X CD o R 3 Ao n Sa f° n 3 y o w y N. y A 0 S of 3 O n C a O rov m w�Cr C y ( 0 O h {� -�C•m o� �r- C m 93 N CL G c 10 v a In O C CL M 0 O N M L. z:J 2013 4:204 SGhe America Eigi9E L 2» K > § M § £ ) ZF ] : old P0000 Jan.29. 2013 4:2 UM IriActive America M h9h 100/ No, 2/34 P. 1h T c 0 Y Q O O O N C � ✓a m L a GI a m a 3 �O m a a 6 -►, CD 0 -n a'aaa' V T 7 N evCO .(D� ro h n b1 a: c y to ro v a: t1CO .� V1ro t'b �am+w �romg co Ma� a m 'p) 'e bi o N 4 h.In o n :;h Ch o �.:r0 q m 0 S� N Q. Q. 0 y N W U ro 0 m � m m � O m 003 FEEp M p 6 CD o G C C > �>y 5 Q W m r• ro C m co�D -n oTa ° '«gib m �(a 6 w p o`'�5.c w .M N c o':3 ° Cr 0 0 o w t3 m ,nrn 0- Cr ° ° ° o ougwm o d «o n0 o R ' o p ti N a w y N CL o CO ro o m ;. ° Ep 2 ° to a ° CD Si' to w C ° O ° � o 3 o .%.a m °No w CD @ 0 :n M(DS Q? m y�^ a 0 CD m p1 O o, Cl.0 O c p m@ Cr N o m cS>t o °'ID m ro I O 0 (AM p l rt (D N 0 0 n m Cr w o' ro 9F s� pm Cq 5 r 0.0 0 o ro Cr Cr T r z b :r ro 2 M4 J1..29. 2013 4:21PM Tri§,1i., America 805 595 1007 ;,.2734 P. 16 / 2 \|�\§(k} rt 2 ?b am) §©ECD%C) FF0-�\kk §GE . \ \WM \ _ { % CIO ( Eg—«o E« fo aEE&; � ��%0 /©J�a; ;fQg §j - g- k\§0 ■CLmoo } (D J«ORS cf13 0C 0. C) e»(.m \a(D k0)(InL > ® EZ / E ac,o E7CD ]a "— c_ g �g JWd § k;?oJ � m k (A � § � � �Pr■ }kk Jan.29. 2013 4;21PM IriActive America M 59h 100/ No. D34 P. 1! a o M A �o o�y Cp �^M o m w N g c'n w m3 M 0&3 -Ra m�3 N O 0 ° p. a 6L m a c m -P w N r O a 005 M a a m &.r--:a c a a .. [o3m ro 0 M b O C O N 4 to N N 3 �. :1 tD ;: tJ f0 0mC309FiT a �b a a 0 0 01 N .�.. oM � (D 0� = -w M�+N�33 d 0 =(D _ m �1 0) (0O 0 h N Q 0 C Q =r C 4 C N a N S 1 n" , �n.30tgt>@ m W S kN40) R 03) O groj @ m n 01 ro o- a �. 0 mW��w°� w M Cr 0 0i��% ph 3 0 O y 7 0 c 0 (Ai 4 X 01 0 670 p tD m m Ca ty N N Des 1 t,/ 111 r m v_ � r— z -g 3 Qm, u F S m tr ro M v C 7 Q r'h O 0 ra Jan,29. 2013 4:22PM IriActive America 8b h9h 100/ No.2/34 P. 18 ro N v m a g o m =a0-aro o ola-o 2 My v; r.- (D o �ciaw^Cr �maI 81 rrCD CD0= - m@a am°' o`a MaO-i3(a 0 O @ CL (1'1 -T 7 2 CA O.d. 7. fjj .N..N N O. N.0 @ O rtl � vj, (D O V�, �'. (OA O m c O ry O w u1 x m a. CL 0a+ m o. of �, S '�' W 8 O a o 7'C -' O 7 N C7 a'3s�,0 5. O 8(� ? @ CL 3 N f40 CA @+ CA w R CL s. D EL 3. @ gip�e a 0 FgF s • r O CL N N 9� W x' @ Q� N�wSbi @ w°40a W N tJ 3 N y W C p 0 OD W M Jan.29. 2013 4:22PM IriActive America M h9h 100/ No.2134 P. 19 en Y I A n 0 0 g N 0 0 D OO � G 0. a 43 O X0 I P m e 70 a � 3 (7 P N y � i4 It -4 cD 0 '11 P. W N W G) �❑ �� r n'DO 7 O-....., •-. t3 y C 0 H� � c0(DC:^^ CDOOME n� y P4 mo o ==5�w 0N C K p 'a W ]? N G O r @� a m�oQ-p-n ic33 a aro U, °a 9f O, 0 0 p O O ro .:y r* N p N 'p = O > > ? to ❑ n °i 4 R g p,o g O ❑ N Pt p. = N S � :i 0a w tea M=o M.3 to `dy o.c� ro �`�' ❑ m 0 y o m ro N 41 tp dl C t0 =r o N .mro� a @omo � .p ,t�ii 5 G• � � � w � ro N ro M 3 0 ID CD 3� N 3 fA ti 0 ro= ro�A? Cr❑. a ,`F N i ro ro ro o cyi n� ❑ �(p ;* ry=ry o v " T 0) p N 0 O � D/ 7' G O Q O Cr M. (D o y ro ro'm �o `{ n ^ate o p 00 C q y O n ro Cj ro O '"' ❑ O (� (D 3 O 0 y to `Dw M Q N c m � CO m OF a 0 m o m Cr 5d M g3 o' m 0 Nm �-° n Jan.29. 2013 4:23PM IriActive America 8B h95 1001 No. 2 /34 P. 28 4 - N N O � @ CL o CL N G N N ry ro �? CL 91 C CL O c 3 a ww$ m Oi 'm W Cu W w X X X K WNW 0 o N x x x $ x X x 1 4 001wf flit IR Igo m Sr—o i A 8 CO � � -n 0)q ~' CO M 0 fD. m h rn t(o o? w 3 `�' u, au n � o CO w m 3 3 W � 3 2 O (D 6 � O z 0 Ui' N � 3 @ @ 0 o A� °.' ry9�(: -CO: (D a O, fCP m N •2` `W a�b C MEn3 �{ Q- ,.(n @ c y N @ to 10 O V1 (p C CD CL N O •C al Jan, 29. 2013 4:23PM IriActive America 80 h9h 100/ No.2/34 ' P. 21 0 N 'p s m IC m 0 O J t�J W J a /yt y1� � O J a J e a0R ^I O i J N N X r x 02 Wj N J �2i 1 N a a T y%: - J N (n 2.o 0 J m y 59 aM �og�g 3 N M ,M �3moMi �33 �aA ao n Ul -n G � Ib 3 m 19 W CD < Naa m OOMR C: W A N Ck n 7 C 0 N CCon a T ,Op pa1 EL aom(0-0 0 fi0' al O M 0) ? ID t3cpaoe-m ocwi W :r N n f0 O_ Cr(D O y w� vm7CD % to CD N n a a O p O W N + a N ry p AIM. 3 p, a w'aco$ �wgo=M* 3 7 n O M •p fi G N to O a � R. N N N. Q N •pro �n 4 `C rn.X bysCoc� N Q. N h to 3 O" $@ =r o 0 a)0)0) ' O 5 N N M O O �i. a• y W �' C j 3 -Ci Pl N O .Ayl a CD O N G Cl)CD n ao• Cf o N p @ 4 y CD O O �' to O d i7' Col' 0 C C .•. V ]sO � V 6 :3 N m �• O_ N �' Apt tD -• 0 N N m b C •D 3 F--4 LJ 00®1 I ►i 0 ;n: Q G O _ 0 A U) H CD Cr 4 J,..19. 2013 4:23PM lriActi., America M §9§ 1001 No. 2/34 F. 22 � � i § E E `, 0§� | %M� | & y /] �¥� ()2s§�. e¥CL � R�(0 7} /`� 'CIO) �s2\� 2,2 to In |2k §f } ! �4f-g / ( k(� 'L °�)| ■7}«a §® k KklM ± �g� 2}f/k [�E@ }/ %§f « ,w$ /�()§ CL tt 0 0 CO COf§ _ Ecm=� .to / CL §� (A~ d! Jan.29, 2013 4:23PM IriActive America 805 59h IUUI No, 2/34 P, 23 n V j -, a C W O F @ tD � a t0 In 0 C a 0 3 n O N a ~"ago 1&40 A m lb W N n 0 0 a CIZ y ti to (Qa c � o Cr. 510 y b C 0I a. n y _ ID �d W�ro CL M . 00 a 5 m H Sa � m N rl. 0-ov O d -0 -0 m o � 3 O O C ZI � tD 2 v WF,ey_cw mm m 0 -n >oT' 0 0 o d o c zr N o 6 m too CL0 (D N C`r X.Cr� M fn EID 7 D {0 O O f° rT t:r g o !�,3 g �, y s3 Cr m MMM .aao P o'm ° =, C — d 0 N EF o "' !n LL 01 , , tD �j°ooM.3g a ° m CL lz m 4 ° (0 o N, EJ r 0 to tz ai o ao o C • o 3 0 ° 3 7 �, Nrr 10 fD m m m c°n 0. � �+u CD oa !� o CL Cl CL o c m 5-13 Qg $ m d CD d 0 5 to ( p mrtp1)-1 o C 0 d m R tj Cr 0 (A ° u r7+ I Illll 2 0 C O CL 0 3 O '4 y tD rr C Jan.29, 2013 4:24NM IriActive America M h9h 1001 No.2134 P. 24 w Cr a Esc M 6 N b to OY 3=rpo (D a ? a a a c (Dw w M Y .=.e OM 71- ."14 a M 0 m -h G @ a , O (D0 ID (q Ol Q CL S, p C N 1L 7 3 C ^q v A fn � 'a a 7 gym^ 3`CO 7C 3 w c �w m -O Cr O 0 (D N N G a. Q a n ° o a T< •w oro � b Z'rocno0- i U d f p O 3 ro �1 7•nOANN ((WD� pn4 .D �151 W %m 0 � � N 33 Wa9 a Jan, 29. 2013 4:24FM IriActive America 8b h9h 1001 No.2/34 P. 25 Fn I o o N a Q �1 +a m n 11 w C: CO m ti N y A n ^h 0pp1 "�• i3 M N to cai a ° 2* Z. 0 p (D C tl y ro ,N44f� p) b d ni y$y n, o ti d 9 O �ywl oy'@�3 CO � � W roy CCZO A W N y aov 00� 'O 'O ( 0 C > > 3a N g°T+mco '_ (OD. ° C xOx O P (D 0 N O (D M M, N ?: 5' w e c°i 5' @ O" = to N 7 w° 0 3 w N a =r M p(D 3w O Cl.°1 p UM) fi N a 0)Na O0N O_ n c C s O N B'o <S� C ro N P1 C O C. P O r3+ 01 ° N n (D a N fD v CL a m m w Er m m y a>> 0 * EF a N O 0 o CL C%CL C w g-A�j Cr p (D e7. ro ° O c c C q m (D M ID N N D QTaw ( ((DH O ) 411 (Tp Cr Ul 6 0* M v 'fl of r w 3 chi o3 o m m m pa' °T N V1 N .R Jan.29. 2013 4:25PM TriActive America 805 595 1007 No.2734 P. 26 2� P. a Cr N 12or II � N 41Y ("_ a a t 4Y c Gi _ �3'P m m O �• C( 11 t0 (DD o (D P- � 06 6 (D ` @@. �• D� N t,7 S O �. Q- W (� jn N N O 95 O C m � n S lOD r+ 1 19 §ttiI 7 pegs F 6(D T C) 1'om��W� SL coo Cr a N C M a n �. CIM"�mo�A' L (a � 3 DI N A -• c (D j 'a ,r e m b metro W o Q .-t 3 N N• @ � C C:"o @ • W I (D O CL to DI M N N C C Q < O.-O y fi d �j 3 r••n Cr N v a -O ?. m rL •-• (a caa �Np ((�� y Q. @ 3 ? y C m WE Qm Jan.29, 2013 4:2hVM Iriktive America 8B 59h 1001 No.2134 N. 21 n �E Jan.29, 2013 4,2hPM IriActive America 8b h9h 1001 No.2/34 P. 28 00 O :a& o (D C. UM 03 N n'i, ram_+•, ��y O S C O W 0 3 Q MM 3 0 9 m w v a gy —3 0, Ut c�s pp+ C q7D Nov o O �w� �°'e 0 z v rya. fY G a ro -p-n p W N? �C °aa1 of ro y C � yc'a '0 '0 N C G Cr 0 07.ra ~Y S 0 v w 5' b 0 � b7 C .. ro M 0 m'%0 'v � m o N 0)� (0) '� S. 3 =� Q p c N p� N Q� a. N= 0 [C1 4 M �i zi �ro @ a;-k�� m 0 0 C00 0roo t M a =ra 0 M y Z. O Zr Cw 0 00 0 0 f0 Si•(9 "�'a 0'"' N O ro p CD Cl. (p1 ry�. 7 N ~' O N N fq 02 0 a P� .-. t?; `(D o 0 y ((D r{ �y m n-4a' 0 cm CQ 0 c Vi ro a a °c m m Cr�� c1 v o ro y a�.o "' 0 a� P1� a o 3 cr0 pq� M N 0 ryry . m N W a_ � � D CD N (D 3 a ro �$ ro o 0 rom0- a � e o a 0 0 � tr Q0 �° o m a q F6� 0 w 0)V nn O .0 'O X 03 a n o A O o fa rA �• m o r rA (� Q �_ 61 CO0 �' a Nq� 0 y3 CO 0 0't b @ N m m. y o 0 0, y �o � ro Oh ro C ti w N a:J 202 4:264 PJHR,America M§95 90/ y z» P. J MR MR a'J }} k Rekow 4(D §®\M $(£/ 2 ( ƒ ! | � M M k Jao.29. 2013 4:26FM IriActive America M h9h 100/ No, 2/34 P. 30 4. r 1fF Jao.29. 2013 4:21NM IriActive America M h9h 100/ No. 2 /34 P. 31 .y 17 0 s c v o O F an A .P WNW r 0TO C O0 N ro o v m o p d p p p O. c � p ro � o� pro � Cr. 0 S m Mo � c °: rron G Cr' :3 O ,(,A O Q QN Cr Cr O 0 - 3CL �$ ° �n (p p� 4 O 1p S ro .+• :3 p O D N : a c qq ro m O OCD N m 0 3O0pa'C2 � r0ti O O ) 0 (A F� rt a m y o g M o eZi �t7N N O13 ,fr• c °ad a p � Q O. p y O ro M. ro ro A on _ n C z CL = {� M rop O ro ro ro 3 a 0 8'cM o RD g = ro .pi. w � E' m G V (P c OO p NmN v � m o z T I Z. ,n, LA P. 32 Jan.29. 2013 4,21PM IriActive America 8B h9h 100/ No, 2/34 o IG bhp N N C C � N O'O'O CL N •=e N N @ CL N tN0 n p ,� W G rt M c�ow�pa°N�@ o o_O�.@ aN o @ N m _ a N N pp_ 0 N 3 4a zi � (0 m N Cr 4 p O (D N (p C (D aN 9 O C C " 0 y N @ 00 N 0 D ter Q1 C 0. = W N roNco�°6f > N 2a 5 (O C 3 M Q CL Q• N wNc��w to M (D j. N (n O N .. W tD 0,0 ��. Q. N Q . t C -� �y(DC)M o. CL 0" os0[m Z 'D 3 a¢ c �o �— m n o m s w T W N O N m ti �• N WO 7 N ? D to O CO ID w 3 ©3. A tl Jan.29, 2013 4:28FM IriActive America M h95 100/ No.2/34 P. 33 a ,On= qu 9D 6 Q x W 0 t c el m 10 P. � o N N O '0 T 4 I ODD}•@ O (D �, N o a m , i5, 0 O a O m a ID4 y w w !rr -Q �m o (A (D pNj H D cx N N 4 Cf 0,N CO 3 @ Ot+• O y CD 0 @ y a am` C� @ H N N M C O � @ OO: E' a �� >S. > m]�mco @ (� Q -O Q 7 -NO C O o N 0 N O b ft @ 0 a 8 Wcr0 O'N o:3 cr, oju m oo�co00 a: 0 _ �$Fn9F 5a (4,0 7 C) 7 7 N (0y— R O N O @ ,0.,. +—aw N 5 no-^(na @ m CL o.c o =m O W a fi (D 0p @ »5 p (n •O ,.�. (D O �•@C 3� c N N 3 CL m oc ° a o d N O N 0 N 7 0 iD (` Err N O. (D O � . 7 O o y O O aaoeo om�mo�°8 o� �o = o m � @ 0 3 A o g E '« �' C O O m cr r, y O O @ R 'I Tr�lll 9E C a v' 3 m (D m D) n m e G� d m r Z v n3 � r 7 CD r- 0) a n. Jan.29, 2013 4:28NM IriActive America 805 h9h 100/ No.21"34 N. 34 ill 0�] ae9 ¢?i9 rr,w 19 3 o O v o T,� gggggg @'(ryp N wm o ao ow10 i rt n N I&? G IUD N q ^< fA w n w N ^ � � � to � � � O W � Vi �9!w � 3 m o.Q EV c M@ N �.DAO W n rt @ ?CL � A p �W� ri N G C) Cr 3 (D @ 4 OC N N Pl �s j C 2 (� u N w @ N _ GA CT. w o e. = C) Cp c @ M w a� o h = qn N a a G � �c 5!29. J\tam PGreAmerica Rigi9D No. 2/34 F. 3i § 2 to _ —1 , .1 w J,r.!§. lull 4:29FM IriActi „ America M §9§ ]!;l No.2/34 P. l§ % � � kOD 57T ! �}m / 0 � 0 � m / M \ n � M r G $J ®�pp-1 { ETrT0 ( �2 ;�a k§ �( 7 am- 3gD3o M MM 0 E 3 \( // k �m®E� � §(k ƒ ±$� S \ \§r ¥ty2 & ] 7D ; \ /6 ƒ. � ( } $ 2 g E © g � ® ( « \ � \ f § 3 \ j = ] M ■ Cr S § \ f W. Jao.29. 2013 4:29PM TriActive America 805 595 1007 No. 2734 P. 31 o � MO Cr rt CL f w N N 0 M {( 4 0. L N 0. d pj N G d r2 N N O M N 0)N 2 r N = 0@3 N N. f I I; III f i i� �S 1� �t�d fit Ej C R Jao.29. 2013 4:29PM Irik tive America 8b h9h IGO/ No. 2(34 P. 38 0 pa G n� 00 m� Q a mod3 vCf m cn pD ro a �j p o 10 b x 2 WS d5 y lD 0 'n A W N? G) rn N ti n CD 4 '_I co 'O 'O A m CL N� a a W mcrwi :�r O T p C• ?O�tt Yd m p 0+ CL M b •�-. 5. ra fND N `Ea X 3& W N n � C O' : PF tD 7 p 0 a 01 -. O f0 p CO p' 6 G p N �• , a' p p p p f6 rt :CD,, =Al'tie- a a.e O O c�0033 a N —�. C - CL C 5 O m :J �• p 0 t� O N 7 C 4(p 3 soc o Q c�ro m3oN�3 0 �yti � wcO m o I cr 'anti oo)immya�� o O Cy'1 A p r 7 (=D O ro 0 'may' �b D O Ot p aQ. C.O Ei n p O ro 0 0 m zr ¢ ( a CL Khoo "33,ga y lbcr 7 W N N M 0 CL R 3 1 rym 0 1� cq ur m N ^. 9 (D (n7 G % GL � g z:± »O t24 iriActi., America 80 §9§ 100/ C JJ F. J ] § d \� *� m4[2\CL 7 § ODCn mm#e7. ;m / 2 ¢ � \ � J g I (�\ ; � n k ` ai§ M Q } � 0 G ƒ Jan.29. 2013 4:30PM IriAcfive America M h9h 1001 No.2/34 P. 40 C a a 03 v 33c' 4 b p'my m �3mm t� 0 -3ID P �y o'mw O N S 0 0 m oa M N 1 c +a Ca 0 0 0 N C @a ?o oM giQ 0 a 0 M Q 4 a a Sr 4 In O C _ G a m .a ro t7 'il M CD V5 v N (D O N ro H q N C * � 0 C)a o 0 m S Mc y uro,a�.;a m � a� �.ayro N G, n VR # tii O CD 0 0 ry :3 0 ro H DI -p W N " fr, 0 o C . � 00== & 0 3 ag Jd s. o y Ntz 0 0 ID O' a � d: (—D 3 C �mj � ronC�'otR $'0-N O 3 CD Q M N 3 Z] Mb O 11 7r W m r N p 0 ��.a0 (D 0-=M m O ° �,3 a a W o.0 ((DD M S � `a � '0 C m A ( 3 CL m c g@ o O N n �S � 0- a 0. CL -(Dgm g 0 r ° (p m A I�Erg N :3 Er C)' fo�pp R N stO N ro �ii ca fir a c r m ' o O = rt N W.