Loading...
HomeMy WebLinkAboutApproved DrawingsCcafin Road— F -- PARKLAND PARKLAND TRACT 1- 0.35 AC. 'TRACT 6 - 0.38 AC. - PARD 1 - PARK 6S47' 43'IE - MD' n G� - Y - '' 45 4TE _ - - w •;AZ :% -v. ;� k � Lam.-L.��-•:.,,'S:.��•:f., J•7:••iY.ui.�Ki:�'•'r:�.� :�•' ��-• w to ^. a•. w- Y W Y w �}•-� t w Y w —._ � � r CS•w y, w � Ws Y-w-,D"w ww Y ww f"'i Cn - W w w Y w• Y W w Y w Y • Y y' w W w •` w W ��. _ _ - +e. w w - - -.. .' .: w W w w � 1 w w •` W w .,, w w W w v y, w, w W w ., i':• I _. — .._. —-....._ — — — — — — ^ w ( - - w w Y w V W W •' }j•1 -q V r w .r ,,, y w w w Y w w w w Y Y W Y w I:.i;. .• .- 11 W — -�-t��r`...ar ai •• w w w�f © W Y w w Y ,.. w w W w V Y w W w w v,..J ♦ - - '.j — — f •-r — w ri ..may o ... w ... '•.r r O YW - I •+ t -✓i ® y W w U� . W . W Y x)yi W " aSx • W " V�J j.•�( (' V W Y W w W W Y »• • ..' - - I V . •LI`r V .. ' _t.. .3. •,— _ w W W U M i --'i ♦ , yV�/ w w W m W 'r w y' ' O - - - ( I _ .r w Yom. W YW WY Qwr���p7. t stv Wwww wW w ww w W ww•w'w `w W Yw Y Y+ HrfeT�l�O 1 - 1 5i>/�[• tu�1'7 ((! _ - - I 1I 1I 1I 1I 11 ©' ~t�i•�tw�w� "1 f 3 4 5 6 7 8 9 2 J 4J 5I 6 4 7 11 13 14 I8I 12 10 11 13 14 e wYY �12 15 Ljj Z W.r�ww WWY W Y'W YW W �1, ' BL CK 18 I '' ��`t� w r • �. ) I I I I 1 i I ► I I I I ► BLOC �. 16 w • � " � +;,• LIF I C11 1 w • 1 Y w ' W '� .• W Cf� ... J J J I I 1 I I I [ I 1 1 _ - � `..,. W ::C���c_,�: ±� Y `w W :,�►. � �� . W V .i, w W V w y, Y YW W Y y w w •l w • .... `I.Y w�� �• -.•w •••y•• -Y~- •w- Y wY Y / w W y w W j• , Y w w W ,,, •+ W � \ .. :Y.: w I V y, w w w ,,, V Y Y :Z" W � w •�. W w BW Y --- - - - - - - --- - W w y w w w w i1 - - - W Y W Y w W Y w � W w W • {rr W w - - -- .� -- .—.— .� -- .-- —.— — w W V W w W w Y /. Y1 Y - w --.- - .- -�------- - -- - - - - - - - 8 W -B- -- — - - aYL• - - _--..--------- -- - --------------- --------------- - - -- -.-._- =� �_;_� - - -- ------ --- - - - -- -- ------ -- --- = -- - - -----------"-- ....L------ / ii a CULLEN TRAIT, .j'...:.... It :. • 11 11 27 B -B ASPHALT PVsVYT - 50' ROXA/ / I 01-s— so t3 e/ I o / TH BARBACKS I - PHASE 101 1 ; ! 1 29 1 1 T 1 28 CIO i 1 3. � � 1; I I 27 26 I PL.I II I 1 I Ii II Ii II ! I I I I 1 241 LI 18 1921 I 25 I 3 20 22 I 1111 1 10 11 13 14 15 171 t 1�11 12 1 1 I 1 1 I121 I 1� � RT rTz 17 I I BLOC 14 GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES. UTIIIM 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 DAMAGE DONE TD EXISTING FACILITIES. CALL. 1-800-DIG-TESFL OUTDOOR VOLLEYBA T .T : SYSTEM 2 ALL SITE WORK IS TO BE DONE IN CONFORMANCE wrm THE 2012 BRYAN j COLLEGE STATION BOUNDARY STANDARD SPECIFICATIONS W-8 EXISTING WATERLINE~ SIZE NOTED POST 3. ALL UTILITY LINES (WATER. GAS, SANITARY SEINER. G.T.E. STORM SEWER, ETC.) SHOWN ARE BENCH VLAR TOP ROPETAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION U71UTY MAP ®. TABLE DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN PM -R S MAY NOT REPRESENT AS- CONDITIONS. EXISTING SIDEWALK _ MULTI -BARS �} lu�iR� INFINIi'E NET H©GNI 11LLEY ADJUSTABLE FROM MEN'S VBALL I 4. DISTURBED AREAS SHALL BE BROADCAST SEEDED V47H BERMUDA YE MIXTURE IN ACCORDANCE DOWN TO TENNIS SPECI �CATIONS BALANCE BEAM WITH STANDARD SPECIFiCA'�N SECTION 32 92 BABM � .._:.;,;-,•s,:«.t.::.,:'-:. ,.....,t _ CONCRETE SIDEWALK S. NO PORTION OF THIS TRACT IS WITHIN A SPECW. `FLOOD'HAZARD AREA :..c.; _ :_ ,.._:-•_:-_ 10 Loa 40 20 0 40 PARK TABLES, BUNNELL FL MODEL _ _.. _ cDMPACTED CRUSHED GRANITE SQUARE EXPANDED S. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT NET HEIGHT GALItiE E7' HEIGHT GAUGE "WCT4 4 Q BE SCREENED FROM v<Lly OR SCALE IN FEET METAL THERMOPLATIC COATED PICNIC TABLE ISOLATED SO AS NOT TO BE VISILE FROM ANY PUBLIC RIGHT-OF-WAY. OR RESIDENTIAL DISTRICT �`% LED LIGHTING W/ POLE, 12' HIGH TENSIONER PICNIC TABLES WITH WEB STYLE SURFACE MOUNT OR WITHIN 15W OF THE SUBJECT LAT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE SUCH AE EXISTING OVERHEAD ELECTIC SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN � 4.0011 SQUARE STEEL UPRIG tMETER NEI' - PORTABLE FRAME,. WITH 4 ATTACHED SEATS, A UNIFIED APPEARANCE I - -O- EXISTING POWER POLE � BOLTED 2 j INCH GALVANIZED STEEL, EXISTING GUY ANCHOR 3T CENTER LINE 7. EXTERIOR BUILDING AND SITE LGHTiNG WILL MEET THE STAND �,,r-CF SECTION 7.10 OF THE PORTABLE OR SURFACE MOUNT. UNIFIED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHA- -C)T PROJECT BELOW AN OPAQUE I PROPOSED INLET PROTECTION HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE I WINGLIKE VINTAGE STYLE BENCH WITH BACK MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF. LIGHT DOES NOT CROSS ANY BENCHES AND ARMS, 6' LONG IN–GOUND RIBBED PROPERTY LINE .. r, .LAYING .SURFACE " n STEEL, 2 � LEGS, 146 LBS. ELECTRICAL NOTES: SINGLE COLUMN SQUARE UMBRELLA, IN I. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. LINE TABLE LINE - GROUND MOUNT. 10'HEIGHT 14'X22' WIDTH. - SUN ' PORT 2 DEVELOPER PROVIDES 30 OF RIGID OR IMC CONDUIT FOR RISER POLES. CSU INSTALLS RISER. r, .. , • ;••, a . I 6.00 DEEP 3800 INSTALLATION IN ACCORDANCE WITH p i, L2 MANUFACTURER REQUIREMENTS. 3. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATEu TRANSFORMERS OR OTHER N42' 14•' 17-E I3 EXISTING DEVICES AND EXTEND AS REQUIRED.: S4T 1,V 17'W ; FIRST TEAM BLAST—BASIC RECREATIONAL 0.0 " „ 4: IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER 0R OTHER EXISTING DEVICES. VOLLEYBALL $ � � L ._ i SET, 4X4 X11 GALVANIZED STEEL DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSUELECTRICAL LAYCUT. DIAMETER TUBING UPRIGHTS. ADJUSTABLE FROM 36” NO2'4543W = ; ' 1a� I ' — 7' 5. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 11�„ NET CONSTRUCTED OF BLACK BERT " 't J VOLLEYBALL SET POLYPROPYLENE 3.5 MM KNOTELESS WEBBING. 6. DEVELOPER INSTALS PULL BOXES AS PER CITY SPECS AND t1E'SiGN.' (PULL BOXES PROVIDED KEVLAR TOP ROPE. INSTALLATION IN BY CITY.) ACCORDANCE WITH MANUFACTURER REQUIREMENTS. 7. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. =CRETE PATH IDEWA K MAIN POST THICKNESS >3.OMM, OTHER PIPS THICKNESS > 2.75MM, CARBON STEEL HAND 1. RUNNING. SLOPE NOT TO EXCEED. SX ELDED. FLAGE PLATE BOLTED TO CONCRETE F�j�S STATIONS " " Z. CROSS SLOPE SHALL BE BETWEEN 1-2% PAD WITH EMBEDDED J BOLT, OR CONCRETE PAD OR PIER TO MEET MANUFACTURER 3. PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH SPECIFICATION. 5 YEAR WARRANTY. TDLR TAS CHAPTER 68 STATION NUMBER A. THE CONCRETE PATH SHALL BE 4: THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE ISEM--# STRENGTH AT 28 DAYS SUN PORTS DESIGN coMBo PREsSIPULL� mea � f LEG PRESS — DOUBLE 2 LEGP2 2T'-11' SIT UP BOARD –SINGLE 3 SITB1 VICINITY MAP U. it 7JN1%1U MAR 01 2013 9®-Ipgf��+�.`p,.s��,�..:..'�.'! 5:,::',wi $3 - DE d°EI-C-) I M� �f �' ER i� I ^ TE �11 J T1HE Bi-_mR_A_CKS Il SUBIDM-BION PARIC-S 1 & 6 THE B CKS II SUBDIVISION PARKLAND TRACT 1 0.35 ACRES VOL. 10570 PG. 293 AND THE BACKS II SUBDIVISION PARKLAND TRACT G 0.38 ACRES VOL. 10570 PG. 293 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE S'T'ATION, BRAZOS COUNTY, TEXAS FEBRUARY, 2013 OWNER OWNER: SURVEYOR: ENGINEER: Heath Philp s Investments LLC Ci of College Station Brad Kerr RPLS No. 4502 p CitySchultz Engineering, LLC 3302 General Parkway PO Box 997 x� Surveying, LLC Firm #1232 y 3 7 College Station, 'IX 77845 College Station, TX 77842 409 N Texas Ave. 2730 Longmire, Suite A 979 690-5000 Bryan, TX 77803 College Station, Tests 77845 { (979} 268-3195 979-764-3900 OF77 �. ■ P� ""••+ :, _ DOCUMENT WAS AUTHORIZED BY . .. e �� ? . JOSEPH P. SCHULTZ, P.E, LICENSE THE SEAL APPEARING ON THISA, NO. 65889 ON FEBRUARY 28, 2013, """""""""""TZ 2730 Longmire, Suite A JosEPH P. SCHULTz. _College Station, Texas 77845 ISSUED FOR REVIEW` � . *.65889 ... .. � 979.764.3900 TBPE NO. 12327 MARK REVISION BY DATE SURVEYED LINE TABLE LINE LENGTH SIT UP BENCH 4 STUP N4T 45' 43'W L2 36.00' N42' 14•' 17-E I3 30.55' S4T 1,V 17'W L4 21.76• N47' 45' 43"W 25.00' 35.36• NO2'4543W BACK EXTENSION 5 BERT 02(r12.29" 4.46' 8.77' S07.39'28'E C3 93.47' POWER ROWER 6 RWRS 92.36• N63'03'48'W C4 35.20' 25.00` 080'40'10' 21.23" 3236' S81 -18`01-W ROWING MACHINE 7 ROWR _ 1 021'16'21" 1 3287' 1 64.60' S3136'07'W WARM UP STATION 8 WMUP RIDER— SINGLE 9 RDR1 TWO PERSON ROTATOR 10 TSOR \\ // 10'-7* PULL UP AND DIP STATION 11 PDIP s I , — — — — — — — — — — 7 -8 " PUSH --UP BAR 12 PSUP / ` i I PARALLEL BARS 13 PBAR HORIZONTAL BAR — SINGLE 14 HBAR1 HORIZONTAL LADDER 15 HLAD // \\ PLYO BOXES — SET OF 3 16 PBOX // \\ 57'-6" SUN PORT PLAN VEEW N.T.S. SUN PORT PROFELE VIEW _ N.T.S. MAR 01 2013 9®-Ipgf��+�.`p,.s��,�..:..'�.'! 5:,::',wi $3 - DE d°EI-C-) I M� �f �' ER i� I ^ TE �11 J T1HE Bi-_mR_A_CKS Il SUBIDM-BION PARIC-S 1 & 6 THE B CKS II SUBDIVISION PARKLAND TRACT 1 0.35 ACRES VOL. 10570 PG. 293 AND THE BACKS II SUBDIVISION PARKLAND TRACT G 0.38 ACRES VOL. 10570 PG. 293 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE S'T'ATION, BRAZOS COUNTY, TEXAS FEBRUARY, 2013 OWNER OWNER: SURVEYOR: ENGINEER: Heath Philp s Investments LLC Ci of College Station Brad Kerr RPLS No. 4502 p CitySchultz Engineering, LLC 3302 General Parkway PO Box 997 x� Surveying, LLC Firm #1232 y 3 7 College Station, 'IX 77845 College Station, TX 77842 409 N Texas Ave. 2730 Longmire, Suite A 979 690-5000 Bryan, TX 77803 College Station, Tests 77845 { (979} 268-3195 979-764-3900 OF77 �. ■ P� ""••+ :, _ DOCUMENT WAS AUTHORIZED BY . .. e �� ? . JOSEPH P. SCHULTZ, P.E, LICENSE THE SEAL APPEARING ON THISA, NO. 65889 ON FEBRUARY 28, 2013, """""""""""TZ 2730 Longmire, Suite A JosEPH P. SCHULTz. _College Station, Texas 77845 ISSUED FOR REVIEW` � . *.65889 ... .. � 979.764.3900 TBPE NO. 12327 MARK REVISION BY DATE SURVEYED LINE TABLE LINE LENGTH DIRECTION L1 3.50' N4T 45' 43'W L2 36.00' N42' 14•' 17-E I3 30.55' S4T 1,V 17'W L4 21.76• N47' 45' 43"W MAR 01 2013 9®-Ipgf��+�.`p,.s��,�..:..'�.'! 5:,::',wi $3 - DE d°EI-C-) I M� �f �' ER i� I ^ TE �11 J T1HE Bi-_mR_A_CKS Il SUBIDM-BION PARIC-S 1 & 6 THE B CKS II SUBDIVISION PARKLAND TRACT 1 0.35 ACRES VOL. 10570 PG. 293 AND THE BACKS II SUBDIVISION PARKLAND TRACT G 0.38 ACRES VOL. 10570 PG. 293 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE S'T'ATION, BRAZOS COUNTY, TEXAS FEBRUARY, 2013 OWNER OWNER: SURVEYOR: ENGINEER: Heath Philp s Investments LLC Ci of College Station Brad Kerr RPLS No. 4502 p CitySchultz Engineering, LLC 3302 General Parkway PO Box 997 x� Surveying, LLC Firm #1232 y 3 7 College Station, 'IX 77845 College Station, TX 77842 409 N Texas Ave. 2730 Longmire, Suite A 979 690-5000 Bryan, TX 77803 College Station, Tests 77845 { (979} 268-3195 979-764-3900 OF77 �. ■ P� ""••+ :, _ DOCUMENT WAS AUTHORIZED BY . .. e �� ? . JOSEPH P. SCHULTZ, P.E, LICENSE THE SEAL APPEARING ON THISA, NO. 65889 ON FEBRUARY 28, 2013, """""""""""TZ 2730 Longmire, Suite A JosEPH P. SCHULTz. _College Station, Texas 77845 ISSUED FOR REVIEW` � . *.65889 ... .. � 979.764.3900 TBPE NO. 12327 MARK REVISION BY DATE SURVEYED DESIGNED DRAWN Curve Table JOB NO. DATE CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.27' 25.00' 090'00'00" 25.00' 35.36• NO2'4543W C2 8.82' 25.00' 02(r12.29" 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' 21.23" 3236' S81 -18`01-W C5 64.97' 175.00` 1 021'16'21" 1 3287' 1 64.60' S3136'07'W MAR 01 2013 9®-Ipgf��+�.`p,.s��,�..:..'�.'! 5:,::',wi $3 - DE d°EI-C-) I M� �f �' ER i� I ^ TE �11 J T1HE Bi-_mR_A_CKS Il SUBIDM-BION PARIC-S 1 & 6 THE B CKS II SUBDIVISION PARKLAND TRACT 1 0.35 ACRES VOL. 10570 PG. 293 AND THE BACKS II SUBDIVISION PARKLAND TRACT G 0.38 ACRES VOL. 10570 PG. 293 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE S'T'ATION, BRAZOS COUNTY, TEXAS FEBRUARY, 2013 OWNER OWNER: SURVEYOR: ENGINEER: Heath Philp s Investments LLC Ci of College Station Brad Kerr RPLS No. 4502 p CitySchultz Engineering, LLC 3302 General Parkway PO Box 997 x� Surveying, LLC Firm #1232 y 3 7 College Station, 'IX 77845 College Station, TX 77842 409 N Texas Ave. 2730 Longmire, Suite A 979 690-5000 Bryan, TX 77803 College Station, Tests 77845 { (979} 268-3195 979-764-3900 OF77 �. ■ P� ""••+ :, _ DOCUMENT WAS AUTHORIZED BY . .. e �� ? . JOSEPH P. SCHULTZ, P.E, LICENSE THE SEAL APPEARING ON THISA, NO. 65889 ON FEBRUARY 28, 2013, """""""""""TZ 2730 Longmire, Suite A JosEPH P. SCHULTz. _College Station, Texas 77845 ISSUED FOR REVIEW` � . *.65889 ... .. � 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 FiRM # 12327 SCHULTZ ENGINEERING, LLC SCALE VERTICAL NIA S I TE PLAN HORIZONTAL S T1 OF 2 PLOTTING SCALE:TL 1.1 FILE NAME: 13-237 i I PARKLAND PARI�LANI3 � � � TRACT G - 0.3 TRACT 1 - 0.35 AC. D VOLLEYBALL8 AC. COURT EDGE GUARD - PARK U v. W w w w w , w N fl W WIDE ,1r `" : '3 rf . ,; .. •UAIa _— 1 t• •r �• :,• •t�''•!• .�:'•'~a •' '•'': • s' .•i�''i: >;>' •. 'ta. t•. .,, _ CONCRETE ' . • s .: .• • • r i- J• w y w � 'r�i v, w SIDEWALK w v, z. `'' 'tr ,.,'.'r : .• . • •r' t ►IaFr , '- �1 w WADI KE w w * w 4•. w w : X y ww X �-, ... .. w w wy, w• w .� w ww 'nl r 4" DEEP R CYCI ED PLASTICEDGING t, w �' w �:',. • w �y w w� v' w� o RASS y w w w wi1�, �w w w wX y IN w " w ry- w w !'�> '� w w `r' w w " w �, w w �-,.>�..• I t' •:" '.:. '. .. ,. .t .. j�. w w Q � r IRRIGATION' r' ! w w w'z-SLEEVE` :. - a• w t y`?• to 'r• w t' w•1 �4- w _a. I t Ill w" .. I w w � 1 Y .. x U I IIA7311 --• t C w -w' w m PARKING- w t n �''+ I l S 1 a S. 1 1L .r- oc)w 1 C �� rc - �• SPACES �rE L w. YB CO UR 1 URs�•, .y ,:..: -..: .. .. ,• . t w \ �+ PAC C OM - .11 � 'r • �'+II1t1 � _....: ,; ::_ _ • , ,.::-�:....:_.;�- _ SAND•' .. - CRUSHED 1 F w , t ) f ` .. w w w GRANITE ANl TE7 1P,f w w � N ti ww w v r• M145' - 4 A DwA SwiGNw U �tO-'Oa w w t S .^ ..t \� ' V w •,y w w.. � 1 .~. w wx w � /�/ LED PL AST IC S. EDGING VG DETAIL IL U, ap, S w A SUN�� 1t w J •r 1•. `t` .r +" w w w RAMP .. z S �o 1; 5 -u� w l w � P a1 X O w a R 8 T w N w d Z •� ` IREiiGAT10N-, ... YP � \ IRRIGATION w4. `i w•w w PORTsL:_vE w i Tw w w .V- i�6f� w r•-. w b aa y N w 9 w ' N ,t >~ 4 a � •T r• t i w -- a i ' STEEL 4 i OR 0 'v • w w t. S WR REINFORCING w ,i x LING BARS S - >n w we�www 1 - • ' •-'- f• 1• .. '' - - y w w :4 r r,. 41 d CONCRETE PAVEMENT ENTox. bPBAL • 1 P ACES . w '� a : ••�, >INTO r. DRAT- N w .s`•� i X N wO k: r f r� w w , sw w SS ww ,ytw, y,F4 rw msS-EE�nw wv .. ' y w �wJ• _ OmaY' B�A�•'• YL Ll • F w wZ II w w 9 aSLOPE dALLEY COURT WE IBTTRIGACx � w COMPACTED w : DEEP ECYcLEDJ E4 b� �• `21 LIME STABILIZED SUBGRADE w PLASTIC EDGING t�r�f� ,�zw r �" a:w-` ww �_�� wt Mv"�w, �w"�,+�,�f�• �.zyww ww t. >,'::•t'>.�*`• /�.`yv'y v . 1 WATER I� x ,, �:-`'t,:� ,•;• wv" w `- `y �.. 0� e� x EXTENDS ENDS 1> OUTSIDE THE EDGE OF PA VEMENT) SERVICE AND —5" 3/4' IRRIGATION v�* "PAVEMENT —USE #3 REBAR@1J"O.C.E.iX METER 10 0 w`It, '4, w 9 *fie . - ..�-•�w- - w w ` +m-rm-aaw,a sm- -mm-mow --wrmawms m' ` }i` •-">: ' Nw �w w w w •y !y+�,rfl'��y w w X•Hw 1' WATER M SAND vlcE . AND w �� n ,,,�• �„ ,rm � CRETN,TE.S. PAVING SECTON a-mmmcoUy 3/' IRRIGATION ---m-mr--m mm mmmmwmwmm'mmmmm���-�__ _ y�•w . METER s mmm-m mm mamm am®omm-mmm a SIT) .f. • hf1'Y�Nfi w "'yi '� a..,, a s ,,, ,. ,r. >•' w -w w - s .�d,m �o��,�•m yaw 55 y w CULLEN TRAIL NOTE ALL CURBS 8" IN HEtGHi _. '. - -saam-maim-m mmmmm mm mm -td ®rams Dram mmm-m-wrmarmmmaa UNLESS NOTED OTHERWISE, / 1/4 ..::.::... s a .- s } 3"R PAP& I t 1/4•R NOTE:_ �% ,- Paints.Required Landscaping Requirements 15,156.,Disturbed Area (sfp (15156sf /1;000) x 30 Points 455 Additiorial Landscape PointsforStreetscape Cullen Trail - (125'/50} x 300 Points'-­,",7so Deacon Drive - (I.22'/50) x 300 Points"= 732 Total Streetscape Points= 14822 Total Points Required 2937 Points Provided Symbol Size Name &T - 1 REFER TO SHEET C1 FOR FITNESS r F('3111PMFM' AAI11 IOADW C-CWrl for s �a� .� a i n ;- :- t3 i . PointsRequired Landscaping Requirements 16,356 Disturbed Area (so (16356sf/1,0DD) x 30 Points= 491 Additional. Landscape Points for-Streetscape Cullen Trail - (115'/50} x:300 Points= 690 Capps Drive - (138'/50) x 300 Points = 828 Total Streetscaprr Points= 1518 Total Points Required= 2009 RESERVED YPe Quantity Point Value Totai Points a 2x18 ELIT RECTIVE FINISH METAL SIGN Live oak i' -s' LEr.Et\i D r � 2.1" -3,4" CAL ` (Qsiercus virglnia) Quantity g 150 too Uve Oak z Canopy 2.1" -3.4" CAL Streetscape 9 150 1350 X X Streetscape �Z Live Oak a 2-V'-3-4" CAL Live Oak 1 ISO 150 Canopy - 2-:V-14" CAL (Quercus Virginia) 2 150 300 Crepe Myrtle Canopy B' an 1 25 ggerth CAL (Lagertro emia indica) ca) :13 40 520 Crepe Myrtle Total Points Provided = 2020 .: Biggerthan L2S" CAL (Lagerstroemia indica} 5 40 Ndn-Canopy 200- _ Nn. 5 Gallon Waxleaf Ligustrum (ligustrum japonicum) 25 10 250 Shrub Total Points Provided ^ 1958 w w PERENNIAL GRASS — BERMUDA ,t, w w Points: Provided. Symbol Size Name &Type Quantity Point Value Total Points Uve Oak s _ 2.1" -3.4" CAL (Quercus virginia) 9 150 1350 X Canopy Streetscape �Z Live Oak 2-V'-3-4" CAL (Quercus virginia) 1 ISO 150 Canopy - Crepe Myrtle B' an 1 25 ggerth CAL (Lagertro emia indica) ca) :13 40 520 Non -Canopy Total Points Provided = 2020 w w w w PERENNIAL GRASS.- BERMUDA w y, w BOUNDARY 3 1274' REFLECTIVE FINISH METAL SiGN 6` P-8 EXISTING WATERLINE; SiZE NOTED e , BENCH TABLE 2x2 GALVANIZED STEEL TUBE COLUMN r EXISTING SIDEWALK SEI' IN CONCRETE FOOTING, PROVIDE GALVANIZED STEEL CAP WELDED TOr TOP OF TUBE. PAINT TUBE AND CAP.s . CONCRETE SIDEWALK - - - '- COMPACTED CRUSHED GRANITE I I u t LED LIGHTING W/ POLE, 12' HIGH I AE I EXISTING OVERHEAD sTrNG T E1.E CTIC I t I I NOTES- ` �- EXISTING POWER POLE 3' MIN. L LJ 1. ALL CHARACTERS MUST BE 60I EXISTING GUY ANCHOR MINIMUM ABOVE GRADE OR SIDEWALK.' ATN_A OWL—_ - S#ree#Scape _ Required Provided StreetscaREVpe m 10. APE ^N. Cuilen.Trail Streetscape: 325'/32= 4CanopyTrees Required Required Provided °-up-"E PIAN L ,P; .,s I71 • Deacon Drive Streetscape: 322'I3Z= 4CanopyTrees Required . S Canopy Tress Provided Cullen Trail Streetscape:115'/32= 4Canopy7rees Required MAR 01 iJ Capps Drive-Streetscape:138'J32=5CanopyTreesRequired 9CanopyTrnssProvided _ !'i�f� t� ! A TZ [�A CSS l I 11 SU-I'DIVISION_"`.0 P SEAL WITH EXPANSION E ' OFTF: Rru wv 1 ?TI� JOINT MATERIAL SIDEWALK OR PATH' �b sMOOTw DOWEL BAR MARK LOCATION WITH � . �._,<_.�.. WHERE APP _ _ -- .. _ _ LIKABLE _. _ _ n. 1/4„ R 1/2,• pf x 18", 12" O.C. GALVANIZED LANDSCAPE NO - 3/4' (COATED W/HEAVY GREASE) NOTES CARRIAGE1 �— P 4cS & 6 BOLT INSTALL 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING ' _ —� X 2" BOLT IN TOP OF SIDEWALK — s' -o" DECORATIVE ROCK NOT LOOSE, OR A PERENNIAL THE BCKS II SUBDIVISION I. FINISH.- LIGHT BROOM FINISH. JOINTS 10 { IAL GRAss 1s N PARKLAND TRACT 1 ._ - ,.: ^ - • . 1% MIN WALK TO BE 1' ABOVE REQUIRED IN PARKING LOT IS � 2q MAX. LANDS. SWALES AND SAWED OR FORMED, GROUND 0.35 ACRES 4>, BE TOOLED i' DEEP AT AN INTERVAL: , . /. DRAINAGE AREAS •� EQUAL To THE SIDEWALK WIDTH. i/8" TO 3/16" SEAL WITH EXPANSION t�„tt i . • � � THE PARKING LOT SETBACK, d RIGHTS-OF-WAY AND ADJACENT PROPERTY DI VOL. 10570 PG. 293 ! EXPANSION JOINTS ®40' O.C.. > JOINT MATERIAL, MIN. STUBBED RECYCLED MATERIAL.. 1/2” d SEE NOTE 3 DURING CONSTRUCTION. AND Z BARRACKS CONTRACTION JOINTS � s' D.C. 3/$ R II SUBDIVISION PARI TRACT G THICK AS MANUFACTURED 2. DOWEL IN AND TiE TO ANY CONCRETE , BY J.D. RUSSELL CO. OR DI LONG METAL OR PLASTIC CAP, INSIDE / . / f IRRiGATTON NOTES 0.38 ACRES .APPROVED EQUAL AMETEK TO BE 1/16 GREATER -THAN STRUCTURE ADJACENT TO SIDEWALK � / j / / / DIAMETER OF DOWEL BAR. CAP MUST (DRIVEWAY INLET BOX: CURB, JUNCTION - •• : - ..:. •�-•- :. ._ - - :. � » ��/ J / / #3 BARS @ 12 O.C.E.W. OR 28—DAY CONCRETE 1. IRRIGATION SYSTEM MUST BE PRO / „ ETE PROTECTED BY EITHER A VOL. 10570 P 4> EXTEND` END 2 - ���� �/ ��� \ \ PRESSURE VACUUM BREAKER RED G. 293 BE LONG ENOUGH TO COVER 2 OF BOX, ETC.) WITH #3 X 12' BARS m1 12' ... � - BEYOND ` / \ �\ #4 BARS: q 1$ O.C.E.W. STRENGTH = 3000 psi REDUCED PRESS , • -. c .: URE �- �- . • ' -: • ,.- :. �. � ND CONCRETE �\� PRINCIPLE BACK FLOW DOWEL AND HAVE STOP 50 END OF O.C. OR #4• X 12" BARS � 18' O.C. .. � (4" THICK MIN.) DEVICE, OR A DOUBLE-CHECKCRAWF BACK ORD BURNETT LEAGUE, A-7 CAP IS 1" FROM END. OF BAR. 3. COMPACTION: COMPACTED SUBGRADE - AND TAPE BOTH ENDS SEE FINISH NOTE FLOW DEVICE AND INSTALLED As PER CITY ORDINANCE COLLEGE STATION, BRA20S COUNTY TEAS z3O4. SIDEWALK CONTRACTION ,JOINT MATi7t1At• COMPACTED TO A DENSITY OF COI�iCRETE L313J.1�.r V "Y ,(4�� AT DEn 98x6 B MAXIMUM DRY DENSETY FEBRUARY, 2013 AS DETERMINED BY PROCTOR 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED COMPACTION TEST ASTM 0698 SEDEWAIX.L' EXPANSION ION : (STMOARD) AND SHALL BE 0-4x WET 3" SCH 40 PVC PIPE UPON INSTALLATION AS PER CITY TYPICAL SEC'T�pIV ORDINANCE 2394. OF THE OPTIMUM MOISTURE CONTENT. 12" BELOW TOP OF ' C►WNEROWNER: SURVEYOR: VEYOR: ENGINEER: 3. CONTRACTOR/DEVELOPER TO FURNISH GRADE TVP. ACCURATE AS BUiLT Heath " ' & CONSTRUCTION JOINT PhLBZ S Invesunents LLC . NTS IRRIGATION PLANS TO' CITY OF COLLEGE STATION PAR i? City of College Station Brad i�err, RPIS No. 4502 SchTzttz e LLC KS 3302 General Parkway PO Box 9973 Kerr Surveying, LLC g�� 2327 PVC l..J ��L' v �L DEPARTMENT: -SHOW. LINES,. VALVES, HEADS, CONTROLLER. Coll - - 409 . WIRING, ETC. College Station, TX 77845 College Station, TX 77842 N Texas Ave. 2730 Longmire, Suite A (979) 690-5000 Bim, TX 77803 College Station, Teras 77845 (979) 268-3195 979-764-3900 - Mr •THE SEAL APPEARING ON THIS OF ".. uftz� Engine%enng, DOCUMENT WAS AUTHORIZED BYCh "`' ., JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A N0. 65889 ON FEBRUARY 28, 2013. ' *:.......» ...........::k: College Station, Texas 77845 % JDSEPH P. scHULzz. � ... :............aSCH 979.764.3900 TBPE NO, 12327 ISSUED FOR REVIEW 65889 SURVEYED DESIGNED DRAWN APPROVED" z .TOB NO. DATE REVISION BY KERB � �'�• a/'�i� DATE JPS RCF JPS 13-237 FEBRUARY 2013 FIRM # 123213 SCHULTZ ENGINEERING, LLC S-I.TE SCALE VERTICAL NIA SCAPE HORIZONTAL.LAND PLOTTING SCALE: j • j SHEET 2 OF' 2 RLE NAME: 13-237 2"X4" WIRE MESH (OPTIONAL) FASTENED TO T -POST OR WOODEN STAKE SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST OR WOODEN STAKE METAL T-PAWITH OPTIONAL WIRE MESH ST aR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' PART 8" OF FILTER FABR IC TO 77 EXTEND INTO A TRENCH 1 AND BE ANCHORED WITH COMPACTED BACKFILL FLOW DiRECO / 4" �/ - w,, N } 2a" I � ALLOW 2.5' TO 5' AT TOE OF ao 8_ 4"X4" MIN. TRENCH SLOPE FOR SEDIMENT 30 307.57 BC TO \ 308.25 iW 36263 TW ACCUMULATE ALIGN FENCE ALONG SLOPE CONTOURS. r.._as.. , ... � , .� , SILT FENCE .ASSEMBLY 302 77 SMJ + \ 3 TW u trrs 3 EP ev / 305.00 TW 304 9 308.15 TW 1 � 1 � S •�� t l� - I � 1 � i '� 1 Std i �` 1 � S l� i � , .. ,.- :. w w w w '.: 30825 TW w w w 6 w w w u w 307.53 TW , WIDE w t w CONCRETE TW 303 u' w u, w 308.35 w w 303.9{1 FL SIDEWALK 308 25 TW w w w u, D r tt Y k : �• : TM a; ' 4 w wcv w w w w w ww w w w ww w c GRAVEL BAG 850 TW 308.50 TY I-� a= -- • - w . UOQ � iMAI , COT.TRT.. w 308.50 T1Y _ . .. • .. � .. ILI DESIGNED DRAWN APPROVED w w 304.73 II' GRAV EL SA 3 0w7 JPS C!J . w 302 61 SW w w w `� w w 305.00 TW w w S MIN •r ` i 5 'S 30400 w w. w w w `i w .y h C m w w 3 40 TW w r`- w , •e^amu• x- 1 , f n r S ,7 w w 306.68 BC w It NOTE: w y w w w w y w w w .. O PROTECTION ALLOWS SEDIMENT TO LE NT SETT �RIOR TO DISCHARGE. INTO A STORM DRAIN INLET OF CATCH BASIN. w u, w - w w h w MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS w w w w an 306.71 SC q ... DETERIORATION. GRAVEL SAGS SHALL BE INSTALLED & MONITORED ION OF AN INLET w w 304. 10 FL y 305.30 TC $ w 302.34 SW- It. u" w •-3 304.48 EP ` w OILI w w\ w w '� :: Wit• . C11 u: w 304.96 TC a _ w w w . UOQ � iMAI , COT.TRT.. w 308.50 T1Y _ . .. • .. � .. ILI DESIGNED DRAWN APPROVED m GRAV EL SA 3 0w7 JPS C!J JPS 13-237 FEBRUARY 2013 - z ri w S MIN •r i 5 'S `i w .y h C m r`- w , •e^amu• x- 1 , f n r S ,7 w w 306.68 BC NOTE: w y N w TEMPORARY DEVICES AROUND STORM DRAIN ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE w O PROTECTION ALLOWS SEDIMENT TO LE NT SETT �RIOR TO DISCHARGE. INTO A STORM DRAIN INLET OF CATCH BASIN. w u, w - GRAVEL BAGS SHALL BE UV RESISTANT AN MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS w w w w an 306.71 SC q SHALL BE REPLACED UPON FIRST SIGN OF THROUGHOUT THE PROJECT UPON INSTALL DETERIORATION. GRAVEL SAGS SHALL BE INSTALLED & MONITORED ION OF AN INLET u `�, w 308.00 TW w 308.10 T'N 308 50 7W w w 308 50 iw w w w w q w u, 304.46 TP F w y w GRAVEL BAGS TO BE FILLED WITH CLEAN3/4" OR LESS GRAVEL SUN PORT 304.70 Ft w - w w41 0 w w UN 30214 SW w w w w 304.40 TP 304.18 EP o S PORT w y q w : "• w w w q STORM DRAIN INLET PROTECTION w w' 305.00 TW 304.50 11N � �, `-• � � .. •.: 3o8A0 TW ` w v, w 305 v306.77 TO 306.77 BC q .00 TW .. a 1-10 �.. .. .... w w w w \1 308 50 �TW:­ 6' w u WO$ w 304.50 FL - - m _ EONERETE w w \ w $lDEMtALK. w w u' w w w w w V w w �t 6 iia w 303.91 v. q fP (� w v N w w w w 304.62 TC ��T� Q!���1'1t�t� C w - w �?IIRT ` w w 304.00 T14 w w w w w C w w w w 304.20 Pt w a - w O q w w w w t w w - .w w w :: I � .. w = .. ..' .. •- w w .. �qq i N w � w w •V" w w w .: w ,y ...... `•-. ., w :� 307.90 TW •' ' q u w w 307.80 TW q dd 1 w u .. :•.:.. :.. ' - - - -- - - - -- w :: _ : ' w v, •v ' u, w` ,� 0 w w w w 0 Et w w .. w ` -` . , .; • , ... ' .: w w w 3 w w w 303.55 EP w 30850 TW w !' ILIw 308.50 TW w\ w w 306.71 BC `q ddb \.y w w <. .. u .:.• u :.. ; w w u• u' - --- r w , w v 30360 TW b 303.86 w w w w M Zl-et L -M 4r - 1 1 >�� 1 a� 1 i `• . w ,y w w w w _ W -B - - w w w blR ssmrmmmm@aeanba�e imi@amsmasr -1m@@a@mm@@mrmm@var immommm ----- - [. bmm@w.mb@b mermb mmbm@srmb@m, ---- .:: .. /^ w w as w s .:.. .: ., o®mmva. .am v,.m m.o@v.. o. o.ve ee�.ommaa:r®oo mA. .. �- - ' ' w .: I. f� O �' o. Wc. ao.mro. bmbbm bmm@@@ a Mmm . .• � 30248 SIX � 30248 BC 30278 TW :. w 3D7.73 TW w ��rf �:� �,•,�..� � � 303 20 BC 303 51 8C �f m ' IleCVLLLN rppA�771 . , @b]111m@m@mm@Oiilmel@ •t - . i 307.74 SC 307.56 BCt77 - GEGEN D THE SEAL APPEARING ON THIS 004N OF . Itzhu Enginee�� LL DOCUMENT WAS AUTHORIZED BY gi ,, .1 JOSEPH P. SCHULTZ, P.E, LICENSE 4 *= * .* 2730 Longmire, Suite A NO. 65889 Off! FEBRUARY 28, 2013. #::...................: * . JOSEPH... SCHULTZ College Station, Texas 7784S...,.. 979.764.3900 TBPE N�.1232? ISSUED FOR REVIEW +"�. .65889 :: SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-237 FEBRUARY 2013 FIRM # 12327 SCHULTZ ENGINEERING, LLC PAR.I"S � 8c 6 THE BARRACKS II SUBDIVISION PHASE > DD COLLEGE STATION, TX .L Y MU IINUb(;ALI=: FILE NAME: 13-237 i� • #1 - -Type Static Pressure Service Line Meter 90 si 0 psi Meter Loss 1.264 psi l�lalnl ire :Cnens Backflow Loss 6.164 psi Master Valve Loss 1.9 psi Filter Loss f 0 psi Zo r 1 MA80:" r 5.9 psi Mainline Loss 1.18 psi Valve Loss 1.9 psi Lateral Loss 3.227 psi Fittin s Loss 0.22 psi Elevation 0 psi Sprinkler RequirementL Requirement 30 psi Total Design Pressure 45.631 psi Residual Pressure 44.369 psi ai, Ih : = e.. tom rut16s :;.::: :.:.....:....: Backflow Loss 5.9 psi Master Valve Loss 1.9 psi Filter Loss 0 si n_ :� : rri.,:::. 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 142.215 M psi Irrigation c� :,,::::. ,._.;. �ssi�ri�: - ;:. r- ... I~Io�nr..:�:.f:: ;radius:= � � � Sprinklers � oMM SRV-10OG-S A ! f s a ' MI 13 MM A tam a=M a tea in MM a SM m is M a EM IN a= at ra ras m® a mitt a a ' a V= as =3 a E.lop : Q Fd�l ' ID =3 It_ i39 B mw p - A LU A Eg to - .m a a a - in Irrigation c� :,,::::. ,._.;. �ssi�ri�: - ;:. r- ... I~Io�nr..:�:.f:: ;radius:= � � � Sprinklers x Q L7 �. (D 0)- o� __ I-- Li u� U �� � 4 inch I � Meter I fca Backflow Devices u- 00 Q -- 1 fl� Febco 850-1 " 850 -1 " co ° ro Control Valves 1 � 1 s 11 SRV-10OG-S 1013 f i s ! f s Hunter SRV 10OG-S ' MI x Q L7 �. (D 0)- o� __ I-- Li u� U �� � 4 inch I � Meter I fca Backflow Devices u- 00 Q -- 1 fl� Febco 850-1 " 850 -1 " co ° ro Control Valves 1 tN Hunter SRV -100G -S SRV-10OG-S 2 ® Hunter SRV 10OG-S ISIRV-10OG-S Irrigation Accessories - 1 -- Febco 1" Y -Strainer 0 1 1� Hunter PC -300 PC -300 1 41 Hunter RAID -CLICK RAIN -CLICK 1 Nibco 1" isolation valve. . 13629 w Mainline Pipe ttm34200 3/4ae .02 ft Class Wire b 334.55 ft I -- 16 Gau e -Control 0 124.7 ft --- 16 Gau a -Common 0 e �� - S�' at eaa Q mmt a a Z= ma sam A trema taa� m' � a � a - 0 _ ' : Q Fd�l ' ID =3 It_ i39 B mw p - A LU A Eg to - .m a a a - in :. 0 18 In FRRi Uj - - ( W :3 O V e �� - S�' at eaa Q mmt a a Z= ma sam A trema taa� m' � a � a - I Fd�l ' ID =3 It_ i39 B mw p - A w= A e �� - S�' Maximum Recommended. Flow 18.97 qpm Available Working Pressure 181 psi REVISIONS: None DATE: 1/31/2013 JOB NUMBER: n/a DRAWN BY: Joseph A. McFall CHECKED BY: n/a i SCALE: r 0 5 10 ', 20 ... e 1 !V 1 —1 0 j f H S EET 1 of 1 Irrigation Run Set: I dun IQ to 9 IMP Sprinklers ----------------------- Water Source 1140 ourc.t'. Type 1 Static Pressure 1 1.04 0 b*j Ca, It Em FISI Meter Loss 2.864 psij SRV -100G -S psi Fittings Loss 0.316, psi izmm 0 Of HONWIM MID � 0 :11 psi Total Design Pressure 52.906 psi m Flows 37.094 psi S(D U- LO 0 Rain Bird R1 7-24H - 1804v1Z4 vj Ar i JEMIN t -j DMAI 110#14y141" ----------------------- Water Source 1140 ourc.t'. Type Metel Meter Static Pressure 90 psi Service Line 0 psi Meter Loss 2.864 psij anC+ooats 2 mp Backflow Loss 5.341 psi Master Valve Loss 1.695 psi Filter Loss 0 psi� .:.....:....... alin ormigghen )'ype 8 Hunter SRV -100G -S SRV -100G -S Valve Loss 1.695 psi Hunter SRV -100G -S SRV -100G -S .:.....:....... alin ormigghen )'ype 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 .:.....:....... alin ormigghen )'ype Meter Static Pressure 90 psi Service Line 0 psi I Meter Loss 3.24 si .:.....:....... alin ormigghen Backflow Loss 5.428 psi Master Valve Loss 1.643 psi Filter Loss 0 psi, oq0q00000000000000000". C-'F1Q­W"-'..;" Mainline Loss Ll 0X= Q) cu psi Lateral Loss > r) CO 4) (D CO psi Fittings Loss oq0q00000000000000000". C-'F1Q­W"-'..;" Mainline Loss Ll 0X= Q) cu psi Lateral Loss 3.579 psi Fittings Loss 06 0 Elevation U- psi Sprinkler Requirement 35 psi Total Design Pressure 50.913 psi -LL C.) psi S(D U- LO 0 CC) oq0q00000000000000000". C-'F1Q­W"-'..;" Mainline Loss 0.38 psi Valve Loss 1.643 psi Lateral Loss 3.579 psi Fittings Loss 1 0.198 psi Elevation 0 psi Sprinkler Requirement 35 psi Total Design Pressure 50.913 psi LResidual Pressure 39.087 psi oq0q00000000000000000". Lateral Line Pipe 295.54 ft C-'F1Q­W"-'..;" Febco 1 1/2" Y-Strainer00, 1 4412.86 Sq/Ft 13.41 gpm 126.3 ft 2 3835.3 Sq/Ft 0 13629 0 A 0 Az 0 AMY 0 0 4PO000000 0.36 in/hr L 104.77 ft ZC\ Hunter PC 300 PG 300 A Hunter RAIN CLICK RAIN CLICK Nibco 1 1/2 isolation valve Lateral Line Pipe 295.54 ft C-'F1Q­W"-'..;" Class 315 1/2" 1 4412.86 Sq/Ft 13.41 gpm 126.3 ft 2 3835.3 Sq/Ft Class 200 3/4" 0.36 in/hr L 104.77 ft class 200 1" I Sprinkler Zone Data IL "WEN mcil"11"t; r-IFIV C 0 118.31 ft I ---------- I Class 200 1 ED Wire C-'F1Q­W"-'..;" T.ecp", 1 4412.86 Sq/Ft 13.41 gpm 0.29 in/hr 2 3835.3 Sq/Ft 14.28 gpm 0.36 in/hr IL "WEN mcil"11"t; r-IFIV C 0 118.31 ft I ---------- I Class 200 1 ED Wire Lj CU IJU ca 7 ------------------------------------------------------------- an x IN 11 N 'G3" U.I wogw'. .0 LU Cn W I qgt NOvi Oil • 0 cu 0 1 -0 cuu dmi Mlt g�� Mm, REVISIONS: ROOM None R.j -4-a ur- ♦ 6 Parldi79 Spaces ♦ en DATE: --------------------------------------------- 1 /11 /1901 Q Meter Size 1-6 Gauge - Common Static Pressure 90 psi I Elevation Change 'Oft 14 Gauge -'Control Lj CU IJU ca 7 ------------------------------------------------------------- an x IN 11 N 'G3" U.I wogw'. .0 LU Cn W I qgt NOvi Oil • 0 cu 0 1 -0 cuu dmi Mlt g�� Mm, REVISIONS: ROOM None R.j -4-a ur- ♦ 6 Parldi79 Spaces ♦ en DATE: --------------------------------------------- 1 /11 /1901 Q ... ....... R': :tinir n . ..... ... . ... . .... Meter Size 3/4 inch meter Static Pressure 90 psi I Elevation Change 'Oft ... ....... R': :tinir n . ..... ... . ... . .... Maximum Recommended Flow_ 18.97 gpm Available Working Pressure 81 psi JOB NUMBER. nAa I MIM AIIANLI M%r. SCALE: rause i PARK TABLES, BUNNELL FL. MODELEVLAR TLP ROPE"WCT46WEBCLASSPSM" SQUARE EXPANDEDF" Ia , ,:G ..,. INFINITE Nf 1 HGIT+�{r,JULLEY METAL THERMOPLATIC COATED PICNIC TABLE ADJUSTABLE FROM MEN'S VL PICNIC TABLES WITH WEB STYL SE URFACE MOUNT OR DOWN 7u TENNIS ,.�. } r-� �>E'•r:. ,. , :.. ; �,�..:-�-�.....„'� PORTABLE FRAME WITH 4 ATTACHED S � A EATS 'CO_ BOLTED 2 INCH GALVANIZED STEEL, Yt3<; . 1 ?t.r rrnc y,S:N s NET HEIGHT GAUD Et HEIGHr DAUGE rr,t r =t � � - PORTABLE OR SURFACE MOUNT. ET TENSIONER .._,. :...._ _ ,,. _ .-�,w....,. _ :... , : ... M+ _------•�A:,o t r �----------_._.,.,�,. WiNGLINE VINTAGE STYLE BENCH WITH BACK u `.., ate 4.00 SQUARE STEEL UPIiIGHi 40 20 0 40 MErEra Nl r AND ARMS 6' LONG IN-GOUND RIBBED 1 1"'• ,._;.': r,< w ;r 37' CENTER LINE t BENCHES , , STEEL, 2 „LEGS, 146 LBS. ,,� ,;, � SCALE IN FEET SINGLE COLUMN SQUARE UMBRELLA, _ IN LAYING sRF u ACE SUN PORT ��- - --- -- - - GROUND MOUNT ,10' HEIGHT 14'X22' WIDTH. - FIRST - TEAM BLAST BASIC RECREATIONAL NAL „ v VOLLEYBALL SET, 4X4„ X11 GALVANIZED STEEL 0.00 DEEP i „ , VOLLEYBALL SET TUBING UPRIGHTS. GHTS. ADJUSTABLE FROM 36 - 7 x_ 11NET CONSTRUCTED OF BLACK DIAMETER o POLYPROPYLENE 3.5 MM KNOTELESS WEBBING. :KE1Fl1aR TOP RC)PF. l+Jt'CS. .... LEG PRESS DOUBLE 2 LEGP2 GENERAL NOTES. - . 1. CONTRACTOR IS0 T VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING' RIDER SINGLE 9 RDR1 I • `"' 4. DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA RYE MIXTURE • IN ACCORDANCE WITH STANDARD SPC I E IFlCATION SECTION' 32 92 :.TWO PERSON ROTATOR 10 TSOR VICINITY � T T ' 5. NO PORTION 0 V 1C1 1 F THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA. PULL UP AND i N TY MAP I D P STATION 11 PDIP 6, ALL ROOF AND GROUND -MOUNTED M NTED MECHANICAL EQUIPMENT SHALL 8E ,;.. Selt1'at Ilrit Pr.J CRE - -'_ ... _ . _ .... SCREENED FROM _.., _... _.._ ,..._ t � , - :..., M VIEW ISOLATED SO AS N07 TO BE VSPSUP *: :� ,....,,,_ ,t ,tlttotrt i (rat'CsbR .vn., VISILE FROM ANY PUSH-UP BAR 1 eR pf tv. r�' (Tdgp119�G a d,. _. ;. � PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE Drlrl y)SJ161 afeS 1t'tfq - SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH PARALLEL BARS. 13 PBAR r t 0 ittle Cii' Colt Nth Ust t rd�(11 n1 Idc SCREENING SHALLBE COORDINATED WITH THE BUILDING ARCHITECTURE AND ipIAB'5:t1(4: R ,,.�.7t FTER.'UE r�aRk"rJ�!. J+AI ,,.. SCALE TO MAINTAIN A UNIFIED APPEARANCE. HORIZONTAL BAR SINGLE 14 HBAR1 7. EXTERIOR EXT I R BUILDING AND SITE LIGHTING WILL MEET THE S :CC1Gn'it ,•`;: •; ...- H STANDARD OF SECTION r :.. HORIZONTAL 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE: THE LIGHT SOURCE SHALL L (ADDER 15 HLAD NOT P N PROJECT BELOW AN OPAQUE 0 Q E H USING AND NO FIXTURE SHALL DIRECTLY GL• C,. ��� i AiI6 PROJECT LIGHT HORIZONTALLY. FIXTURES WILL PLYO. BOXES - ' _BE MOUNTED IN SUCH A E SET OF 3 16 PBOX MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. MULTI -BARS 17 �no�ut MBAR ELECTRICAL NOTES: <. BALI %C BEAM 18 BABM m.:A# Einle� {TC ,_ ...: 1Ar'4'.'1.tiGri 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. - .,Arb::Tlre,q se ., f ..She. 061 tru Par 1 .. t A:tftllianatlr4:Rvds, '- G ` - , 2 DEVELOPER VELOPER PROVIDES 30 OF RIGID OR IMC CONDUIT FOR RISER POLES.. CSU I INSTALLS RISER. I 3. DEVELOP ER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS P:_ a OR OTHER EXISTING DEVICES AND EXTEND AS REQUIRED, ' �irea•'�-, ;F1�+x Ntaf ;`: �' i 5,..: . 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED A - TR NSFORMER OR OTHER t-� ''R,:.,:. 4,-.-G . •��.. .. EXISTING DEVICES DEVELOPER WILFURNISH AND INSTALL CONDUIT A5 SHOWN I ON CSU ELECTRICAL LAYOUT. 5. DEVELOPER PO URS TRANSFORMER PADS PER CITY SPECS AND DESIGN. ,r ' - -• � 6. DEVELOPER INSTALLS PULL BOXES AS PER .CITY SPECS AND DESIGN. PULL f! .Cw1 t i :-�:LVanHtrr �� �._.__.._. _ - BOXES PROVIDED BY CITY.) 7. DEVELOPER PROVIDES DIGITAL AUTOCAD 0 0 fi 1f2.,;K1 a/�4 2 0 VERSION OF PLAT AND/OR SITE .. _� - / He>c H aat1-L3Pr1. PLAN. p, .�.. 1 04 15W Tole;&'6CE�Gifr �NGRETE PATH/SIDEWALK w 2'. M. a St;U3tw:. - - .�TPUT. ', 1. RUNNING SLOPE NOT TO EXCEED 5%. CC7NL3 E:F ggIN - --' 2. CROSS SLOPE SHALL BE BETWEEN 1-2% 3. PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH MLR TAS CHAPTER 68. 4. THE CONCRETE PATH SHALL BE 4" THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. F131r!tl� - : OF PIPELINES, UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, SIT UP BOARD - SINGLE 3 SITB1 3.50' N47' 45' 42.75'W L2 WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY N42' 14' 17.25'E L3 _ S42' 14' 17.25"W L4 ` CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO SIT UP BENCH 4 STUP C2 8.82' 25.00' EXISTING FACILITIES.. CALL 1-800-DIG-TESS. 4.46' 8.77' SO739'28"E C3 93.47' 175.00' 2. ALL SITE WORK IS TO BE DONEBACK IN CONFORMANCE WITH THE 2012 BRYAN / EXTENSION 5 BEXT C4 35:20' 1 25.00' COLLEGE STATION STANDARD SPECIFICATIONS. 21.23' 1 32.36' S61-18-01 -W C5 64.97' 1 175.00' 1 021'16'21" POWER ROWER W R 6 RWRS - 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER G.T.E. STORM SEWER ETC, SHOWN ARE TAKEN FROM BEST AVAILABLE A ) LE RECORD INFORMATION BASED ROWING MACHINE 7 ROWR {- " -: ,c •. ON CONSTRUCTION UTILITY MAP A _ DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN /WARM: UP STATION 8 WM Cr04i POSITIONS MAY NOT REPRESENT AS -BUILT. CONDITIONS. - I RIDER SINGLE 9 RDR1 I • `"' 4. DISTURBED AREAS SHALL BE BROADCAST SEEDED WITH BERMUDA RYE MIXTURE • IN ACCORDANCE WITH STANDARD SPC I E IFlCATION SECTION' 32 92 :.TWO PERSON ROTATOR 10 TSOR VICINITY � T T ' 5. NO PORTION 0 V 1C1 1 F THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA. PULL UP AND i N TY MAP I D P STATION 11 PDIP 6, ALL ROOF AND GROUND -MOUNTED M NTED MECHANICAL EQUIPMENT SHALL 8E ,;.. Selt1'at Ilrit Pr.J CRE - -'_ ... _ . _ .... SCREENED FROM _.., _... _.._ ,..._ t � , - :..., M VIEW ISOLATED SO AS N07 TO BE VSPSUP *: :� ,....,,,_ ,t ,tlttotrt i (rat'CsbR .vn., VISILE FROM ANY PUSH-UP BAR 1 eR pf tv. r�' (Tdgp119�G a d,. _. ;. � PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE Drlrl y)SJ161 afeS 1t'tfq - SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH PARALLEL BARS. 13 PBAR r t 0 ittle Cii' Colt Nth Ust t rd�(11 n1 Idc SCREENING SHALLBE COORDINATED WITH THE BUILDING ARCHITECTURE AND ipIAB'5:t1(4: R ,,.�.7t FTER.'UE r�aRk"rJ�!. J+AI ,,.. SCALE TO MAINTAIN A UNIFIED APPEARANCE. HORIZONTAL BAR SINGLE 14 HBAR1 7. EXTERIOR EXT I R BUILDING AND SITE LIGHTING WILL MEET THE S :CC1Gn'it ,•`;: •; ...- H STANDARD OF SECTION r :.. HORIZONTAL 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE: THE LIGHT SOURCE SHALL L (ADDER 15 HLAD NOT P N PROJECT BELOW AN OPAQUE 0 Q E H USING AND NO FIXTURE SHALL DIRECTLY GL• C,. ��� i AiI6 PROJECT LIGHT HORIZONTALLY. FIXTURES WILL PLYO. BOXES - ' _BE MOUNTED IN SUCH A E SET OF 3 16 PBOX MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. MULTI -BARS 17 �no�ut MBAR ELECTRICAL NOTES: <. BALI %C BEAM 18 BABM m.:A# Einle� {TC ,_ ...: 1Ar'4'.'1.tiGri 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. - .,Arb::Tlre,q se ., f ..She. 061 tru Par 1 .. t A:tftllianatlr4:Rvds, '- G ` - , 2 DEVELOPER VELOPER PROVIDES 30 OF RIGID OR IMC CONDUIT FOR RISER POLES.. CSU I INSTALLS RISER. I 3. DEVELOP ER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS P:_ a OR OTHER EXISTING DEVICES AND EXTEND AS REQUIRED, ' �irea•'�-, ;F1�+x Ntaf ;`: �' i 5,..: . 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED A - TR NSFORMER OR OTHER t-� ''R,:.,:. 4,-.-G . •��.. .. EXISTING DEVICES DEVELOPER WILFURNISH AND INSTALL CONDUIT A5 SHOWN I ON CSU ELECTRICAL LAYOUT. 5. DEVELOPER PO URS TRANSFORMER PADS PER CITY SPECS AND DESIGN. ,r ' - -• � 6. DEVELOPER INSTALLS PULL BOXES AS PER .CITY SPECS AND DESIGN. PULL f! .Cw1 t i :-�:LVanHtrr �� �._.__.._. _ - BOXES PROVIDED BY CITY.) 7. DEVELOPER PROVIDES DIGITAL AUTOCAD 0 0 fi 1f2.,;K1 a/�4 2 0 VERSION OF PLAT AND/OR SITE .. _� - / He>c H aat1-L3Pr1. PLAN. p, .�.. 1 04 15W Tole;&'6CE�Gifr �NGRETE PATH/SIDEWALK w 2'. M. a St;U3tw:. - - .�TPUT. ', 1. RUNNING SLOPE NOT TO EXCEED 5%. CC7NL3 E:F ggIN - --' 2. CROSS SLOPE SHALL BE BETWEEN 1-2% 3. PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH MLR TAS CHAPTER 68. 4. THE CONCRETE PATH SHALL BE 4" THICK REINFORCED CONCRETE, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SITE PLAN THE B (-..4KS II SUBDIVISION, PARKS 1 & G THE BARRACKS II 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, T ON BRAZOS COUNTY TEXAS FEBRUARY, 2013 OWNER: WN R: OWNER: SURVEYOR: ENGINEER: Heath Phillips Investments, L' C City of College Station Brad Kerr, RPLS No. 4502 Schultz Engineering,LL - g Kerr u s C 3302 General Parkway PO Box 9973 S r<e57ng,LLC Firm #12327 409 N Texas Ave. 2730 Lon mire, Suite A College Station, Tx 77845 College Station, TY 77842 g (979) 690-5000 Bryan, TX 77803 College Station, Texas 77845 )2 8-3195 979-764-3900 i Ullultz 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 JPS RCF JPS 13-237 FEBRUARY 2013 i SCALE SHEET I VERTICAL N/A SI TE PLA N2 HORIZONTAL 1 =40 i SHEEOF 2 PLOTTING SCALE: 1:1 FILE NAME: 13-237 LINE TABLE LINE # LENGTH DIRECTION L1 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' 1 N47' 45' 42.75"W SITE PLAN THE B (-..4KS II SUBDIVISION, PARKS 1 & G THE BARRACKS II 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, T ON BRAZOS COUNTY TEXAS FEBRUARY, 2013 OWNER: WN R: OWNER: SURVEYOR: ENGINEER: Heath Phillips Investments, L' C City of College Station Brad Kerr, RPLS No. 4502 Schultz Engineering,LL - g Kerr u s C 3302 General Parkway PO Box 9973 S r<e57ng,LLC Firm #12327 409 N Texas Ave. 2730 Lon mire, Suite A College Station, Tx 77845 College Station, TY 77842 g (979) 690-5000 Bryan, TX 77803 College Station, Texas 77845 )2 8-3195 979-764-3900 i Ullultz 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 JPS RCF JPS 13-237 FEBRUARY 2013 i SCALE SHEET I VERTICAL N/A SI TE PLA N2 HORIZONTAL 1 =40 i SHEEOF 2 PLOTTING SCALE: 1:1 FILE NAME: 13-237 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' 02912'29" 4.46' 8.77' SO739'28"E C3 93.47' 175.00' 030'36'11" 47.88' 92.36' N63'03'48"W C4 35:20' 1 25.00' 1 080'40'10" 21.23' 1 32.36' S61-18-01 -W C5 64.97' 1 175.00' 1 021'16'21" 32.87- 1 64.60' S31 -36-07-W SITE PLAN THE B (-..4KS II SUBDIVISION, PARKS 1 & G THE BARRACKS II 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, T ON BRAZOS COUNTY TEXAS FEBRUARY, 2013 OWNER: WN R: OWNER: SURVEYOR: ENGINEER: Heath Phillips Investments, L' C City of College Station Brad Kerr, RPLS No. 4502 Schultz Engineering,LL - g Kerr u s C 3302 General Parkway PO Box 9973 S r<e57ng,LLC Firm #12327 409 N Texas Ave. 2730 Lon mire, Suite A College Station, Tx 77845 College Station, TY 77842 g (979) 690-5000 Bryan, TX 77803 College Station, Texas 77845 )2 8-3195 979-764-3900 i Ullultz 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 JPS RCF JPS 13-237 FEBRUARY 2013 i SCALE SHEET I VERTICAL N/A SI TE PLA N2 HORIZONTAL 1 =40 i SHEEOF 2 PLOTTING SCALE: 1:1 FILE NAME: 13-237 PARKLAND r u - ly I r ;: "',� . • :.SLOPE . r 3 N 14 �fjf Sl Bl u T �S HBARi r, t4 d WATER u � s r as t �',a �;� � Ali "•,> " � °% . .SERVICE AND 2i/47 IRRIGATION - MTER — )< _ 3 ,t i X Si• its < y � a • Points Required s �/ '1 .SERVICE AND ` 3/4" IRRIGATION y Name &Type t t a Additional Landscape Points for Streetscape ANlltiy Cullen Trail - (125'/50) x 300 Points= Deacon Drive - (122'/50) x 300 Points- Total Streetscape Points=` t/I { I 9✓ LMETER1 `f / \a �a a f X c �. f t Y t9 (Quercusvirginia) Canopy 8 Streetscape 150 1200 L" , rQ a / Live Oak Streetscape r t . f� yl1,t • (Quercus virginia) d� tdit IYl ` 1 1 o1 a 300 IV O TE: . r Canopy 1 150 150V Crepe Myrtle L- 1 Biggerthan 1.25" CAL (Lagerstroemia indica) 'Y 40 200 TEMPORARY DEVICES AROUND STORM, PROTECTION ALLOW S SEDIMENT TO SETTLE DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PRIOR TO DISCHARGE A STORM DRAIN INLET OF CATCH BASIN. Non -Canopy 8 ' . N1�M1M1b1 T • � a at �* _ GRAVEL EL BA GS SHALL BE UV RESISTANT SHALL BE .INTO AND MUST NOT DEGRADE DUE T0 ATM 0 PRIC CONDITIONS, DITION S GRAVEL BAGS / • 'il ..e.l � i'� � /' iC' � .� REPLACED UPON FIRST SIGN `fHR0UG1-IOtJT THE PROJECT 11P0(V INSTALLATION OFDETERIORATION. GRAVEL BAGS SHALL BE INSTALLED LLED & MONITORED OF AN INLET, Shrub 21 - Points Required Symbol Landscaping Requirements Name &Type 15,156 Disturbed Area (sf)'- (15156 sf /1,000) x 30 Points=, 45SA- Additional Landscape Points for Streetscape ANlltiy Cullen Trail - (125'/50) x 300 Points= Deacon Drive - (122'/50) x 300 Points- Total Streetscape Points=` 750R' 732 1482 Total Points Required = 1137 Points Provided Symbol Size Name &Type Quantity Point Value Total Points ANlltiy Cullen Trail - (115'/50) x 300 Points = Capps Drive - (138'/50) x 300 Points = Total Streetscape Points= Live Oak Total Points Required= 2009` f X 2.1"-3.4"CAL. (Quercusvirginia) Canopy 8 Streetscape 150 1200 L" f�M1'W�NP� Live Oak Streetscape f� yl1,t 2.1 -3.4 CAL. (Quercus virginia) 2 150 300 4PI 1'itZ��, 2.1" -3.4" CAL Canopy 1 150 150V Crepe Myrtle L- 1 Biggerthan 1.25" CAL (Lagerstroemia indica) 5 40 200 Bigger than 1,25" CAL. Non -Canopy 8 40 320 Waxleaf Ligustrum / Klin. 5 Galion (Iigustrum japonicum) 25 10 250 Min. 5Gallon Shrub 21 - 10 210 Total Points Provided = 1950 Points Required Symbol Landscaping Requirements Name &'Type 16,356 Disturbed Area (sf) •/ (16356 sf /1,000) x 30 Points = 491 Additional Landscape: Points for Streetscape �CpiMNYb14Tf9r Cullen Trail - (115'/50) x 300 Points = Capps Drive - (138'/50) x 300 Points = Total Streetscape Points= 690 828 1518 Total Points Required= 2009` 2 , 6" LIME STABILIZED SUBGRADE t (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=5" 3' * 5 PAVEMENT USE #3 REBAR ®15" O.C.E.W. _ #4 BARS 03/4" X 1E" S M00TH EXPANSION DOWELS _ 3'YPICAL CONCRETE PAAqNG SECTION TYPICAL CURB DETAIL N: r.S., N.T.S. RESERVED PARKIN 12"x18" REFLECTIVE FINISH METAL SIGN G L - " EGEND Points Provided Symbol Size Name &'Type Quantity Point Value Total Points �CpiMNYb14Tf9r Live Oak 2.1" -3.4" CAL, (Quercus 9 150 1350 X sa Canopy Streetscape f� yl1,t Live Oak 4PI 1'itZ��, 2.1" -3.4" CAL (Quercus 1 150 150V Canopy t F. Crepe Myrtle Bigger than 1,25" CAL. (Lagerstroemia indica) 8 40 320 Non -Canopy - Waxleaf Ligustrum Min. 5Gallon (ligustrumjaponicum) 21 - 10 210 Shrub Total Points Provided = 2030 3" 12"x9' REFLECTIVE FINISH METAL SIGN IT 2 GALVANIZED STEEL TUBE OLUMN T IN CONCRETE FOOTING. PROVIDE LVANIZED STEEL CAP WELDED TO P OF TUBE. PAINT TUBE AND CAP. I i i I I i I NOTES: L 3" MIN. 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE 0 SIDEWALK. ADA SIGN DETAIL N.T.S. Streetscape Streetscape Required Provided q Regwced Provided Cullen Trail Streetscape: 125'/32= 4 Canopy Required red Cullen Trail Streetscape: 115/32_4Canopy Trees Required SITE PLAN Deacon Drive Streetscape. 122�/32= 4CanopyTrees Required 8 Canopy Tress Provided Capps :Jnve Streetscape: 138/32 - 5 Canopy Trees Required 9 Canopy Tress Provided p PY q pY THE BA CKS II SUBDIVTRON; OR PATH PARICS1 SEAL WITH EXPANSION E 1 &MARK LOCATION WITH SIDEWALK WHERE APPLICABLE 6 JOINT MATERIAL SMOOTH DOWEL BAR GALVANIZED - 1/4" R '12" f2i X 18", 12" 0. C. CARRIAGE BOLT" INSTALL — 6 -o' THE BARRACKS II SUBDIVISION PARKLAND TRACT 1 3/4^ (COATED W/HEAVY GREASE) NOTES: " BOLT IN " 1% MIN 0.35 ACRES TOP OF PATH TO X 2 WALK BE 1 ABOVE •E-- 2% MAX. W 1. FINISH: LIGHT BROOM FINISH. JOINTS TO : GROUND 7,,7,. , viwl�.� - VOL. 10570 PG. 293" 4 BE TOOLED 1 DEEP AT AN INTERVAL„„1/8 TO 3/16 SEAL WITH EXPANSION ANDTHE BARRA IEQUAL TO THE SIDEWALK WIDTH. o - SEE NOTE 3 CKS I SUBDIVISION PARKLAND TRACT 6 EXPANSION JOINTS ® 40' O.C.,JOINT MATERIAL, MIN.a0.38 ACRES CONTFACTION JOINTS ®6 O.C. 3/g” RRECYCLED MATERIAL, 1/2THICK AS MANUFACTURE 2. -VOL, 10570 PG. 293 D „ DOWEL. IN AND TIE TO ANY CONCRETE /#3 BARS @ 12 O.C.E.. 28 -DAY CONCRETE 3 LONG METAL OR PLASTIC CAP, INSIDE / / / / ' BY J.D. RUSSELL CO. OR STRUCTURE ADJACENT TO SIDEWALK � „• � _ DIAMETER TO BE 1/16 GREATER -THAN - EXTEND END 12 �\'' `\/\ #4 BARS ® 18 O.C.E.W. STRENGTH 3000 psi CRAWFORD BURNETT LEAGUE A-7 .APPROVED EQUAL (DRIVEWAY, INLET 80X, CURB, JUNCTION , _ DIAMETER OF DOWEL BAR. CAP MUST BOX ETC. WITH 3 X 12” BARS ®1 " 4" \ %\\ �\ (4" THICK MIN.) . ) # 2 BEYOND CONCRETE BE LONG ENOUGH TO COVER 2' OF O.C. OR4 X 12" BARS 0 18" O.C. SEE FINISH NOTE COLLEGE STATION, BRAZOS COUNTY, TEXAS DOWEL AND HAVE STOP SO END OF # AND TAPE BOTH ENDS CAP I 1" 2 S FROM END OF BAR. 3. COMPACTION. COMPACTED SUBGRADE 7� 7� FEBRUARY, 013 MATERIAL COMPACTED TO A DENSITY OF CONCRETE PATH l AT LEAST 98% OF MAXIMUM DRY DENSITY SIDEWALK CONTRACTION JOINT - AS DETERMINED BY PROCTOR EROWNER: COMPACTION TEST ASTM D696 3" O SCH 40 PVC PIPE TYPICAL SECTION WN: WN: SURVEYOR. ENGINEER: (STANDARD) AND SHALL BE 0-4% WET 12" BELOW TOP OF Brad _ SIDEWALK EXPANSION OF THE OPTIMUM MOISTURE CONTENT. Heath Phillips Investtne s, LLC City of College Station r d Derr, RPLS No. 4502 Schultz Engineering, LC GRADE TYP. NTS 3302 General Parks iy PO Box 9973 Kerr Surveying, LLC Firm #12327 _ n College t 409 N Texas Ave. 2730 Longn-iire, Suite A. CONSTRUCTION JOINT PVC SLEEAT CollegeStation, Tx 7 845 Coll g Station, TX 77842 Ban TX 77803 Bryan, College Station Texas 7745 (979) 690-5000 (979) 268-3195 g 979-764-3900 "chuWtz Engineering, LLC 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 JPS RCF JPS 13-237 FEBRUARY 2013 SCALE SHEET SI -TE VERTICAL NSA LA HORIZPE ONTAL 1"=30 , .L ND PLAN PLOTTING SCALE: 1:1 ,FREE T 2 OF 2 FILE NAME: 13-237 PARKLAND TRACT 6 - 0.38 AC. 2"X4" WIRE MESH rr PARKLAND (OPTIONAL) - - - :. - - - - - - - FASTENED TO T -POST 1 - PARK 6 OR WOODEN STAKE TRACT 0.35 AC. PARK 1 s WIDE _pPlv4iMiz SEDIMENT ENT CONTROL FABRIC CONCRETE N _ a FASTENED SECURELY TO ®� t �� , �� , mEeam , sem , m,rmte t Osie i na,e�e [ � , ® SIDEWALK 1 1�. 6 PARKING % Y'i9 y.;w, T�t1.iJvW111 sPACEs f T -POST OR WOODEN STAKE , WITH OPTIONAL WIRE MESH s WIDE METAL T' -POST OR ,; O WOODEN STAKE AS CONCRETE '•7 `.. – N�/fir% . F . s:- a . \;nthiW1111 ... _ " h 11/ -"'.�i _ _ X �{� _ REQUIRED TO MAINTAIN, rw� SPACED 6' APART ' s s 111 alt. i X I i 1fi fry „ �r1 r.2, zf � t> , ,., .P .... _ , :. r .. .• �r �+�,•�`. <.; ' 8 OF FILTER FABRIC TO EXTEND INTO A TRENCH yid art , >.. itil�rhr s , AND BE ANCHORED t . COMPACTED BACKFILL 0 n ,., a ADA SIGN C.% OW J �y �N� 111, ; :... . • .. a, ' • :.� -{,- � `- • 1'='i , : ... U, : arta. � i 110N OF F1' ,- ,� th, 1 8 ;.,r. :. v.\ ,a_- .,�;:t .. .. .• ...,. ., vioi REC :: . • 6 PARKING • . • , .. � � //nC%�%%� , y, \ � I.. Y. � .:...: •. SPACES . . •. ,'_ .; , - i :n - 11 �• 4 r• 1. 1 $� � Pr>IP �. ' PARKING SPACES � , f14WNJ3 ':: , ' A 20" Q LBGnz , 4. ,> ,� _ ALLOW 2.5 TO 5 AT TOE OF N 17 \ ... DRAIN INTO 1 C �X ADA SIGN T /,... CAPPS DRIVE 0 O „ SLOPE FOR SEDIMENT TO >�.. 18' 4X4 MIN. TRENCH �� :� 1% SLOPE p., to _ `,.a 1 r;, -. ,.� � _ - .. .. ? / ,,. ❑ ' .. _ ., ACCUMULATE. ALIGN (� ' ,� .., : ., '. .. •�... .. :: ..• ,j, �; .,, ,> NCE 7} .. N FE h� '%1f1, ,. •e.k � ALONG SLOPE CONTOURS. k`� SILT FENCE A C ASSEMBLY Y. n U. SUN Q rt�1 w j .> • : _ ':. .. ADA. _. c 'A RAMP,. jN' ,.t r,•:. . • . lahi _ X PORT :, �, : • r BET .. � ' ...' ... r .t _ - _ ' N - 4 _ � _ _ GRAVEL BA � _._. C R ❑ a _ GRAVEL BA SI'UP , s+� _. > CONCRETE „ .• , .. ,_._ ,._ PORT / .. ..: .. ... .. .SIDEWALK G L1--PBAR 1' _PARKING;5PACES }. ... 1 � ,:. ,. • :...,.,.,.. ,. :.. , sox t 1NWJN RAIN .INTO ALLEY ®1% ,y, _. :.., 1 WATER SLOP E 14 ., HBARI s `i :x M N 1` 1 1' WATER 1 TE 1 t rf� h M.,. ', • ,r riff f rl�r� f '•:>;:C ��` SERVICE -AND 3/4," :IRRIGATION – i _ _ ,� � i'�sF^' •,� X � � ,� ,1 � X� METER >3 • / .SERVICE AND � r t t 1 t' -i 0 .. • � } �`/ ,.. � 3/4" IRRIGATION METER t f NOTE:' t\ f2e _ • a Y 3A 1® TEMPORARY DEVICES AROUND STORM RAINS ARE USED TO DETAIN AND/OR FILTER — �< /SEDIMEi\IT LADEN RUNOFF. THE s m at PROTECTION ALLOWS SEDIMEN 1 f0 SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. ESISTAN BE GRAVEL BAGS SHALL V ' AND MUST NOT DEGRADE _ U R E RADE DUE TO ATMOSPHERIC CONDITIONS: GRAVEL BAGS - 11 - C 1, SHA LL BE REPLACEDCCD UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE N STALLED. MONITORED ' THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. Points Required Landscaping Requirements 15,156 Disturbed Area (sf) (15156 sf /1,000) x 30 Points= 4.55 Additional Landscape Points for5treetsca e p P Cullen Trail - (125'/50) x 300 Points = Deacon Drive - (122'/50) x 300 Points = 732 Total Streetscape Points= 1482 Total Points Required = 193'7 Points Required Symbol Landscaping Requirements Name &Type . 16,356 Disturbed Area (0) (16356 sf /1,000) x 30 Points = 491 -` Additioriai'LandscaoePointsforStreetscape trNMMMtggy9f Cullen Trail - (115'/50) x 300 Points = Capps Drive - (138'/50) x 300 Points = Total Streetscape Points= 690 828 1518 Total Points Required = 2009 i 2" —� 6' LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) X-5„ 3• * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. (9) _ #4 BARS 0.=34"X 18"� ___/ SMOOTH _ — EXPANSION. DOWELS TYPICAL CONCRETE PA-NgNG SECTION TYPICAL CURB DETAIL N.T.S. - - _ N.T.S. RESERVED PARKING 12x18" REFLECTIVE FINISH METAL SIGN f LEGEND Points Provided Symbol Size Name &Type . Quantity Point Value Total Points trNMMMtggy9f 2.1" -3.4" CAL, Live Oak 9 150 1350 2.1"-3.4"CAL. (Quercus Virginia) 8 150 1200 X Canopy Streetscape f� /'1'I1yV�1<itt Live Oak 2.1" -3.4" CAL. (Quercus virginia) 2 150 300 Canopy Crepe Myrtle . 7i -6,r Biggerthan 1.25" CAL. (Lagerstroemia indica) 5 40 200. -.' Bigger than 1,25" CAL. Non -Canopy 8 40 320 Waxleaf Ligustrum ' Min. 5 Gallon (ligustrum japonicum) 25 10 250 Min.SGallon Shrub 21 10 210 Total Points Provided = 1950 Streetscape Required Provided Cullen Trail Streetscape: 125'/32 = 4 Canopy Trees Required Deacon Drive Streetscape: 122'/32= 4Canopy Trees Required 8 Canopy Tress Provided PointsProvided Symbol Size Name &Type Quantity Point Value Total Paints �tt`N�a"rrli;1lz 2.1" -3.4" CAL, Live Oak (Quercus virginia) 9 150 1350 Canopy Streetscape f� /'1'I1yV�1<itt Live Oak 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 Ligustrunl Min.SGallon (ligustrumjaponicum) 21 10 210 Shrub Total Points Provided = 2030 5treetscape Required Provided Cullen Trail Streetscape: 115'/32 = 4 Canopy Trees Required Capps Drive Streetscape: 138'/32= 5 Canopy Trees Required 9 Canopy Tress Provided 3' 12"x9' REFLECTIVE FINISH METAL SIGN 6' 2x2 GALVANIZED STEEL TUBE CO iUMN SET IN CONCRETE FOOTING. PRO' DE GALVANIZED STEEL CAP WELDED0 TOP OF TUBE, PAINT TUBE AND P. 1 I I i I NOTES: L U� 3" MIN. 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. - 1 SEAL WITH EXPANSION SIDEWALK OR PATH PARKS1J N S oN MARK LOCATION WITH �6 JOINT MATERIAL SMOOTH DOWEL BAR WHERE APPLICABLE „ „ - - GALVANIZED 1/4" R 1 /2 0 x 18", 12 O.C." 6'_0 THE BARRACKS II SUBDIVISION PARKLAND TRACT 1 /CARRIAGE BOLT � INSTALL (COATED W HEAVY GREASE " TOP OF PATH TO 3/4 / ) NOTES. X 2 BOLT IN 1 % MIN. 0.35 ACRES BE 1 ABOVE < % MAX. WALK G ou D 2 L FINISH: LIGHT BROOM FINISH. JOINTS' TO R N __._ _—e mss...__' //\\ / �Y/\V / : .. � SAWED OR FORMED, //\ , /\� \ //\ � n \/ n VOL. 10570 PG. 293 4 BE TOOLED 1 DEEP AT AN INTERVAL „ u v/ 1/8 TO 3/16 SEAL WITH EXPANSION EQUAL TO 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 RECYCLED MATERIAL 1 2,. CONTRACTION JOINTS ®6' O.C. 3/8 , R 0.38 ACRES THICK AS MANUFACTURED 2 DOWEL IN AND TIE TO ANY CONCRETE / / _ VOL. 10570 PG. 293 o LONG METAL OR PLASTIC AP INSIDE � � � #3 BARS Q 12 O.C.E. W. OR 28 DAY CONCRETE _ C SDE STRUCTURE ADJACENT TO SIDEWALK �" „ / / / , BY J.D. RUSSELL CO. OR ��/� 4 BARS @ 18 O. C. E. W. STRENGTH= 3000 s, EXTEND END 12 # P _ APPROVED EQUAL DIAMETER TO BE 1/16" GREATER THAN (DRIVEWAY; INLET 80X, CURB, JUNCTONCRAWFORD BURNETT LEAGUE A DIAMETER OF DOWEL BAR. CAP MUST " 4" � \ �\ 4 THICK MIN. 7 „ Box, ETC.) WITH #s x 12 BARS ®12BEYOND CONCRETE �� ( ) SEE FINISH NOTE COLLEGE STATION BRAZOS COUNTY TEXAS BE LONG ENOUGH TO COVER 2 OF O.C. OR #4 X 12' BARS ®18" O.C. � AND .TAPE BOTH ENDS '' ' � DOWEL AND HAVE STOP SO END OF. CAP IS 1" FROM END OF BAR. 3. COMPACTION: COMPACTED SUBGRADE FEB SIDEWALK CONTRACTION CONCRETE PATH RI7ARY, 2013 MATERIAL COMPACTED TO A DENSITY OF OINT J AT LEAST 98% OF MAXIMUM DRY DEiJSrfY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D696 — 3" SCH 40 PVC PIPE TYPICAL SECTION OWNER. OWNER: SURVEYOR: ENGINEER: (STANDARD) AND SHALL BE 0-4% WET 12" BELOW TOP OF SIDEWALK EXPANSION Heath Phillips Investments LLC Ci of College Station Brad Kerr, RPLS No. 4502 Schultz Engineering,L C OF THE OPTIMUM MOISTURE CONTENT. GRADE TYP. ' P rl City NTS 3302 General Parkwa PO Box 9973 Kerr Surveying, LLC Firm12327 C.Y. CONSTRUCTION JOINT College Station TX 77845 College to 409 N Texas Ave. 2730 Lon re, Suite A J PVC SLEEVE gStation, Tx 77342 Bryan, TX 77803 Collo e Station, Texas 7784 (979)690- (979) 5000 268-3195 g 979-764-3900 "-"Chultz EnqineenngLLC 2730 Lon mire Suite A College Station, Texas 77845 979.764.3900 TBPE N0. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR JPS RCF JPS 13-237 FEBRUARY 2013 SITEVERTICAL N/A ,SCALE SHEET ( CA )) - 1 I�