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HomeMy WebLinkAboutDrawingsBleyl & Associates ' �\ THORNTON, RICKIE \ SOUTHWOOD TERRACE PH / \ �3, BLOCK 3, LOT 19 / BIENSKI, JASON & TASHA 'w SINGLE FAMILY / SOUTHWOOD TERRACE- PH NRESIDENTIAL 3, BLOCK 3, LOT 17 Q -1 60'10?1„ \\ SINGLE FAMILY / F RESIDENTIAL / I \ EXIST FIRE HYDRANT / EXIST 4' PVC FL= 304.46 LYONS, JOHNNIE 14!' PO � 1 3� BLOCK 2, OoTERRACE PH 14!' 0 `' � � • \ �``� \ SINGLE FAMILY \�' `� \ RESIDENTIAL \� 14" PO , \ • �` 30 3 _EXIST 12 WATER 1 `` \ 137 PARKING � � 14" PO \ �" � 30 --- - 3° R�-�� SPACES 14 PO EXIST -24 -NATER 24�WATER ,q 30 � 30 - -__ 30 ______ - 30 30 / EXIST 15" RCP STORM SWR VERIZON PIN FLAG ATMOS `-` " \ w� PROP CONNECTION TENNIS \ PIN FLAG / / �~- �\� \ E TION TO HEADWALL / TENNIS / „ r/ » � ••-�.. SEE DETAIL SHEET 35 COURT COURT 10 PIN OAK ,EXIST 15 rL=301.45 10" ELM .6, PVC 11.4 "` .\`\�\ 1-394- _ . 10" ELM 6 PVC. 'l PERFORATED 3 UNDERD • / � .--- RAIN \ La GUTTER 314.32 GUTTER 314.55 - 4y TO TO TIE INTO d� 10 PIN OAK BOWL DRAIN AT " LO / a - X09 ,�o/ / `BOTTOM OF j 111 ' ' � SELECT FILL � 310.84 1o97 ) PROP 5 WROUGHT IRON FENCE h u p. 31os2 :_ a 310 PROP,\ TWIN 10" w PECAN .0 \�� 3, \ PROP 2" ATER 1.50 \�� SKATE ` t5• RCP IH n 308.88 � `��a \ » Et.EY: 299.04' , 12 OAK \,\ 9 58 'x10.37 BOWL » ` 10 PECAN t / ELECT 1� PROP 6 / BOX / + 0 STM SWR 12" OAK `" 3o8.7s 310.50 ,5 \ yy.--r ♦ \ ` PROP 1 " BASKETBALL /� �• •� �( GOAL 14" OAK `� 309.75 3oss2 ��-' �'��� ` 15". EC:AN STM S 15" OAK 3os.3s PROP WALKWAY 3os BASKETBALL 14" OAK � � 309.42 (� s 0 2sx� \\\ r • •-.`�' GOAL PROP 4» CLEANOUT - \3t 1.47 \ I 15" OAK 309.6s I 4- ` 1 j EXIT 8" SAN SEWER 8" EIN OF PIPE=309.22 "r Y, PROP SKATE w 310.5 r / 310.50 w l POOL J - PROP50 310 w 310.41 . 310.501 AMBULATORY \ // \ ix RAMP BASKETBALL 8 PVC 0 1.8% 310.41 310.50 6" PVC PERFORATED41 w GOAL " TENNIS 8"BOUT OF PIPE=308.77 •"� 4 / UNDERDRAIN a TO TIE INTO � r I •� ` 14 OAK COURT i; J BOWL DRAIN AT BOTTOM OF / M� o f BASKETBALL // �° �- ��' SELECT FILL) MIN 1% SLOPE 313.00 GOAL 10" OAK TENNIS , _ /3072 / � :�I^ �� C 314.80 �� / 21 LIMITS OF L �; / .� / 4 / N • N COURT \ I d' cfl ,� GRAVEL STRUCTURAL `� \ \\ �osao -� �' / •y�oy / N I E .�.\ PLAYGROUND / BACKFILL 308.25 \ 3 TC 309.64 PROP 1 �" WATER ' / ow 309.42 310.47 31270 \ „ 12" LO NG 309.32 / / ' ' 307.00 / '� / / ' W 313.00 �\�-� EXIST 4 PVC 31o.00ROP WALKWAY / ' 307.77 /�"' /. // , &ST ' o ' \ 31 12" OAK rt= 309.90 309.13 z --» - 309.94 ' \ / / ANS �o 14 LO y 309.94 12" IN N. �°w� 307.53 \ ` \ ♦ \ 1\t \ �. 309.86 �� 4 \ FL =306.45 PROP METER PEDESTAL "--- PHASE f \ `*308.87 PROP SWALE a 4 / TRANSFOvIER �\3 ._ 24 - LIMITS OF LINE 313.90 31264 1Z +o 308.68 / KI -"'C 309.73\ TC 309.42 ,� STRUCTURAL (BY CONTRACTOR) x13.73 311ft--- 00 68 06 BACKFILL L-- PROP TRANSFORMER & PAD. Q \ \ ' 311.2 X309.72 ` �_ \� \�-\`_ • •�,` p - ~- _ `�\ (PROVIDED BY CSU & PAD I ao 313.83 1-8" PVC COD 0.8% 209.vo .� t A / / -.� " 313.00 31264 " 309 ` / �``\ 2-12 PVC COD 1 % INSTALLED BY CONTRACTOR 1 » 3, - �''-•� ��' .0 309.00 308.07 12' FL OUT = 305.49 ) 12 SAN 313.00'L=%10. 312644 309.4\ \ _ , . �' ' o it (jr - N ` 313.75 \ B w 313.00 309.95 /� REMAINS H _ \33.1 \ _� 311.00 s OF PROVIDE 6 EXIST 12" SAN SWR' = = _ \ u FENCE RIP RAP 4 (4X5 PAD) / '- ----- .9 . �� _, 3t3 312 31275 - ,._ �� 309.00SS ss - - _ „- - _ 310.21' - n p - 3e - - - 3125 B ►%i F w 8" IL= 311309.38 #281 S 41'51'07" W I j FENCEcn S OF 24' -LIMITS OF 1532.16' PROP 2" PVC La PROP SWALE STRUCTURALPLAN LEGEND TEXAS HOTEL MANAGEMENT CORP CONDUIT - - - __ z _ _ BACKFILL - Q PLAN A005401 R-STEVENSON ICL TRACT 3000 ' OF'! -' w 'EXIST 'WATER`' LINE ( �� I ° 41' ACRES 17.059 ` 1 ALL 0 15 _30 60 120 EXIST STORM SWR LINE PLE SINGLE FAMILY RESIDENTIAL / -- PROP STORM SWR LINE rl• 0 PROP WATER LINE 5' EXIST SANITARY SWR LINE NOTE: 314.00 10' 6' 1. NO PORTION OF THE SITE IS LOCATED WITHIN THE FLOOD TOP OF SW1309.40 "' PROP IRRIGATION PLAIN PER FEMA FIRM MAP 48041 CO182C (JULY 2, 1992). in PROPOSED _ TOP OF TENNIS COURT a 31350 �P'I' FIRE HYDRANT 2• ALL EXCAVATION AROUND THE PROPOSED BOWLS SHALL BE o SKATE PATH SWALE `L-308.50 =309.41 X09, 1 I A MINIMUM OF 5 BENEATH AND AROUND THE BOWL �` -\7 a i BENCHES STRUCTURES. SELECT FILL MUST BE USED PER THE 313 00 IV / i! 1 NS, VIVIAN WOOD TERRACE PH CK 2, LOT 15 K RESIDENTIAL KIST 36" RCP _EV: 293.60' REINFORCED CRETE PIPE 18" fL- OUT=294.83 3PIjTAL / IT 3LACE PH 2, 3, 'LOT 2R RESIDENTIAL LLI OMMERCIAL 0 a� OZ z / ^^ W� U S N SWR / a 04 0 ¢ 01 C0 0 OX oCQ �a0o� HE -1 - wj EI Oz aw d INCH VD IRON ROD 'uv - CM da WO q�avrn POLE -05 Y H o o 0 N �04 Q oma MM mo O w w O U ` N 4 w�- � U o V vUi o o a 0 - CL M [0- o> wujwl x W ^CL n DD Z r1- 00 X M M c�1 0 0 ..`- r, iii oma^ w w (�^M Z 0 V My Z w V) J 4A 0 • w N o N N a w C�dw.. .t NozoX o � _ ^� _ n oCf) C' o �¢m ('�� U o=moo Q W •� M z W N ¢ CA � F- !-� 0 Lr - M M od W L OMMERCIAL a� OZ / ^^ W� U S N SWR / 04 0 ¢ 01 C0 0 OX oCQ �a0o� HE -1 - wj EI Oz aw INCH VD IRON ROD 'uv - CM da WO q�avrn POLE -05 H H o o 0 N �04 oma MM mo TO FURNISH � H ;C)NDUIT. _ 0 0 TO BE E CSU. 0 X9/795 0 All DAVID L. BESLY 81873 ••,2 i • i . - - GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS - - =-a--•- -1A- I o ••. ••4k, i _ I I PROP MAJOR CONTOURS �. PROP 3. EXTERIOR BUILDING AND SITE LIGHTING WILL: MEET THE e' o: e. o d i -III -I i I I I -III -I 51 d _ _ 312.50 - - - MINOR CONTOURS STANDARDS OF SECTION 710 OF THE UNIFIED DEVELOPMENT x,0.90' ,� - 9 d a. d �" i I I -III -I EXIST CONTOURS ORDINANCE. THE LIGHT SOURCE SHALL NOT .PROJECT I (I- I I BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL IL iLl PHASE LINE DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE DRAINAGE STRUCTURE p�UL.NiGHTD DOES NOT CROSSIN SUCH A EANYiPROPERY THE PROJECTED CONE j ' PROP WROUGHT IRON FENCE 4. PEAK WATER DEMAND= 82 GPM E g MIN WATER DEMAND= 0 GPM 4.5' w a 4.5' EXIST OVERHEAD ELEC LINE AVG WATER DEMAND= 30 GPM * SWALE TO BE FINISHED I 3 EXIST POWER POLE SECTION A -A STH HYDRO SECTION B -B EXIST LIGHT POLE tlilfl NOT TO SCALE Bleyl & Associates NOT To SCALE ci" 1311WATE SUBMITTAL DATE: REQUIRED rum ;.1COMPLIANCE L +2' 0 ,;_3, AUG 0 2 2010 -:4 COLLEGE 84ATION '...I� JED ENGINEERING �SS�ONAL =mss 010 JC1L I 1 -7- Z PROJECT NUMBER ;1[LOPMEN_ !'SERVICES LAMM -.,. .m.T 7076JH FILE NAME: 7076-SITE-PLAN-REV.D fG 9, 2010 SHEET: 01 OF: 02 30 30 ------ 30 30 op rold r �W C9�= DU.J W CL Z (n 1-, 0x0001 li T- (�.0 W d' w 0`t w Z��`� Z OM� Z W J Q Z O (40 O LL - 0 Lj O W d �►- (nNpOx 'o Q �=W Q ONN,d O pQ =M m Q W o0 0 (/) OP Q m -NN W m Z H Lj CN Q >- mom, X a o� c 0 a� .o Cf � A L) Lo CQ a a�xaa� o i 0 H �o v 00 o OF to C-> lot /*'*I pavio L. B�«:i 1, i• 81873 • �� �� NAL Pi 1.., a 2010 2 5 DEJE RIME ff SERVICES 1. I. ' C i i�Rr�C. _ i SUBMITTAL DA 19, 2010 7076 FILE NAME: 7076 -SITE -PLAN -REV. SHEET: 02 OF: 02 O K Q W .a Y Q w W O U O N L N Q Q m Ld ` W { _ w O v ¢ � x U to 0 0 a D.. Q m z0 F n ta- W Q O owo W U4 X a 0190 et M N *� Ww it� O U. op rold r �W C9�= DU.J W CL Z (n 1-, 0x0001 li T- (�.0 W d' w 0`t w Z��`� Z OM� Z W J Q Z O (40 O LL - 0 Lj O W d �►- (nNpOx 'o Q �=W Q ONN,d O pQ =M m Q W o0 0 (/) OP Q m -NN W m Z H Lj CN Q >- mom, X a o� c 0 a� .o Cf � A L) Lo CQ a a�xaa� o i 0 H �o v 00 o OF to C-> lot /*'*I pavio L. B�«:i 1, i• 81873 • �� �� NAL Pi 1.., a 2010 2 5 DEJE RIME ff SERVICES 1. I. ' C i i�Rr�C. _ i SUBMITTAL DA 19, 2010 7076 FILE NAME: 7076 -SITE -PLAN -REV. SHEET: 02 OF: 02 i LLJ ILJ s N 0 0 U N 0 U 1 0 0 m 0 rn O_ Y w a Q a W 0 W rJ Y Bleyl & Associates LANDSCAPING POINT CALCULATIONS SYMBOL SIZE NAME & TYPE QTY POINT POINTS 2 a wx 0 LL VALUE .8" AND LARGER PIN OAK TREE CANOPY NTS EXISTING W/ TREE 2 400 800. BARRICADE a (.1.•/ V E x M 8" AND LARGER PECAN TREE CANOPY 4-j O . Li a, p -" EXISTING W/ TREE 3 400 1,200 ��(n LLIl BARRICADE 1: N 8" AND LARGER RED OAK TREE + EXISTING W/ CANOPY TREE 1 400 400 M BARRICADE d W z< 8" AND LARGER LIVE OAK TREE a EXISTING W/ CANOPY TREE 2 400 800 BARRICADE ° w 2.1" TO 3.4" W bqh • CALIPER CHINESE PISTACHE-PC 4 150 600 (65 GALLON) CANOPY TREE U) in a 2.1"' TO 3.4". . W C] w- • CALIPER LI VE OAK- QV 17 150 2,550 - (65 GALLON) CANOPY TREE • 2.1" TO 3.4" CALIPER CEDAR ELM- UC 6 150 900 W o r` ,n ¢ �. (65 GALLON) CANOPY TREE 1.25" CALIPER AND LARGER CRAPE MYRTLE-- LI 11 40 440 (30 GALLON) TREE 5 GAL. LIGUSTRUM- LJ 48 10 480 SHRUB STREETSCAPE (325'/50) x 300 PTS = 1950 PTS (325'/25) = 13 CANOPY TREES POINTS PER PROJECT AREA 126,300 SQUARE FEET OF SITE AREA 126,300 / 1,000 = 126.3 126.3 x 30 = 3790 PTS TOTAL POINTS REQUIRED: 5740 TOTAL POINTS PROPOSED: 8170 '�' • . ! %go= 1 Q ELEVATION ti. W !Z1 L DRIP UNE 7 -QV ! EXISTING TREE, TYP. k - __' I�i►.��71b SAFE T -POST CAP 4'-0" HIGH PLASTIC WIRE FENCE WIRE TIES, 3 PER POST AS SHOWN . 6'_0" T -POSTS 0 8'_0" O.C. 16 GA. SMOOTH WIRE STRETCH ACROSS TOP OF FENCE & SECURE 1Pi10i. NTS NOTE: TREE PROTECTION FENCING TO BE PLACED AROUND TREE AT THE DRIPLINE, TYPICAL, AS PER NOTES. .4'-0" HIGH PLASTIC MESH FENCE ---�' RE: B/ THIS SHEET TREE PROTECTION FENCE PLAN 1 / I c ORR -mss - •R�\W��!� �'� t�i.. � 1� � ' M� �i SINGLE TREE ZEA TO RECEIVE. )LID SOD AE AND., B 0 ED AS AN IELD VERIFIED QNSTRUCTION'. %T RIAL SHALL 'E ARC HITECT. G DETAILS AND )T IS AND TREE NDON ;. I FILE NAME: ■■ r WG 7� I r 08 i 49 10 2010 t i ■ -NT SERVICES� r v 2 a wx 0 LL a w X to 00 NTS z(M� r in a (.1.•/ V E x M 4-j O . Li a, p Q 0 ��(n LLIl 1: N Z �n z 1../ 0 z O M d W z< a U) z ° w W bqh broh bqh h1b 0 ZEA TO RECEIVE. )LID SOD AE AND., B 0 ED AS AN IELD VERIFIED QNSTRUCTION'. %T RIAL SHALL 'E ARC HITECT. G DETAILS AND )T IS AND TREE NDON ;. I FILE NAME: ■■ r WG 7� I r 08 i 49 10 2010 t i ■ -NT SERVICES� r v 2 a wx 0 LL a w X to 00 NTS z(M� r in a (.1.•/ V E x M 4-j O . Li a, p Q 0 ��(n LLIl 1: N Z �n z 1../ 0 z O M d W z< a U) z ° w W ��- o � Q) V_ d 0 a U o Q) CV w U) in a ZEA TO RECEIVE. )LID SOD AE AND., B 0 ED AS AN IELD VERIFIED QNSTRUCTION'. %T RIAL SHALL 'E ARC HITECT. G DETAILS AND )T IS AND TREE NDON ;. I FILE NAME: ■■ r WG 7� I r 08 i 49 10 2010 t i ■ -NT SERVICES� r v a wx 0 LL w X to 00 NTS z(M� r (.1.•/ V E x M 4-j O . Li a, p ��(n LLIl 1: . �. Z �n z 1../ 0 z W J U) z ° ��- o � Q) V_ o Q) CV w . W C] w- (; fox CY)4 �Q - W o r` ,n ¢ �. LLJ ZEA TO RECEIVE. )LID SOD AE AND., B 0 ED AS AN IELD VERIFIED QNSTRUCTION'. %T RIAL SHALL 'E ARC HITECT. G DETAILS AND )T IS AND TREE NDON ;. I FILE NAME: ■■ r WG 7� I r 08 i 49 10 2010 t i ■ -NT SERVICES� r v Bleyl & Associates LEGEND 1 VALVE SEQUENCE 50 GPM GALLONS PER MINUTE Z~ VALVE SIZE RAIN BIRD PEB SERIES VALVE RAIN BIRD 33DRC QUICK COUPLER © RAINMASTER EVOLUTION DX2 12 ZONE PEDESTAL CONTROLLER RAINMASTER EVOLUTION DX2 FLOW SENSOR 1 46 FEBCO #850 2" DOUBLE CHECK ASSEMBLY w ISOLATION VALVE (LINE SIZE) \" FM WATER METER 2 (REQUIRED) r� RAIN BIRD 1404 BUBBLER r NOTE: 0 i t } 3 3 i z IT IS THE INTENT OF THESE IRRIGATION PLANS TO PROVIDE LOCA, ION g 0 OF VALVES, HEADS, VALVE BOXES AND QUICK COUPLERS AS ACC JRATELY �...... 3 i AS POSSIBLE. AT TIMES EQUIPMENT WILL BE SHOWN IN PAVED Af EAS. 'I Ld Q MAINLINE AND LATERAL PIPING WILL AT TIMES BE SHOWN TRAVELING j0 �O V v- U i N O le Lj V• M U Q THROUGH NEW AND EXISTING TREES. THIS IS DONE FOR CLARITY NLY ,AN mjF- SHOULD BE VIEWED AS DIAGRAMMATIC. 1 W Q1— Q30 HAND TRENCHING IS TO BE USED BY THE IRRIGATION CONTRACTC IN to 0 0 } G. AREAS WHERE THE ROOT SYSTEM' OF EXISTING TREES MAY BE DA AGED W VA H BY A TRENCHING MACHINE. �I IIS L Rp�k pRgIR�E RpgQ RAIN BIRD DRIPLINE XFD-06-18-500 i ■ ®®®®■ 6" SCH. 40 PVC SLEEVE 3 _ `*WA A 4 # Bleyl & Associates e j s 34 BUBOR w% k IRR. CONTROL �g 1� 348 1 2 UB] /I v oQ- c.� ' IV i 1 `",`.-` '"�. "``°�• �`\. `�''\e '"< �� S"""am.,, �%. ,:raw ^`'.. lk OK h�Nr,ia`^."'.'.' M". ,�.aw•"'.'..v.»,»..,.,,.,..,..",.....,....mwriv",.-.,....,�...................w..,..,,„w....w..A �',w,,,.,...........m,,.,,,....,nn.".....exon.,,na„w.•...w+/tF f 1 I = �D i 7 { i wwp cr�Hroo� et CLA K ON DON " WH M2 ON eA1iTNQti�DEOl7�. CflllCiCP!cdo� Inc. G A S S'', C i T E S � PROJECT NUMBER Ono A 7076 's 3 0 i t } 3 3 i z � 3 { z Li g 0 s } a a �...... 3 i C ' t 4t 3 E m 3 i ? E i j Ld Q z i > d M C14: +— W I W M O k U)a Zr�V) 00 z<M00 co a -4—J Q) oWOO I LL_ I � � Z3 Z'­�Mz U Unv z O v W Q Cn z O U U) U) Q o 0 N ir WW a •� w t-NZX 4- W 0r -LO N Co N Q w 00 O Ot–Q �0 Om Z i•..r� r m N}r-� W r m. Q i 0 z Ia �j o 3 Q s F U 3 � Q 0 j0 �O V v- U i N O le Lj V• M U Q W � a � mjF- til E 1 W Q1— Q30 U Q w 1 to 0 0 } G. I W M O k U)a Zr�V) 00 z<M00 co a -4—J Q) oWOO I LL_ I � � Z3 Z'­�Mz U Unv z O v W Q Cn z O U U) U) Q o 0 N ir WW a •� w t-NZX 4- W 0r -LO N Co N Q w 00 O Ot–Q �0 Om Z i•..r� r m N}r-� W r m. Q i O F �j o 0Wio F U w x W WN CL w IL �O V v- U I W M O k U)a Zr�V) 00 z<M00 co a -4—J Q) oWOO I LL_ I � � Z3 Z'­�Mz U Unv z O v W Q Cn z O U U) U) Q o 0 N ir WW a •� w t-NZX 4- W 0r -LO N Co N Q w 00 O Ot–Q �0 Om Z i•..r� r m N}r-� W r m. Q i a o i 3 2 z a om s n' W VA H O ao U U s j Ur I — i ry W E-+ Z mc,i E-4 v 4 � U i� 4 E � 0 ; 0 P t....--.... 2 0.0 soft* CHAS. L PUCCM, JR. N� 847 .•�O MIME%" LANDSci PE ARC ITECTURE ' 0 30 60 90 NAME: L2.01.DWG M=ftmft Mw TambAI I7lio®d i 1 , Tom 77m € u"mGain �g w�wwPima r, K9 '°�` 09 OF: 4 Bleyl & Associates THORNTON, RICKiE SOUTHWOOD TERRACE / 10' ELM 16" OAK 12" LO 12' LO 12 LO - I % / PH 3, BLOCK 3, LOT 19 / / BIENSKI, JASON & SINGLE FAMILY / TASHA RESIDENTIAL SOUTHWOOD TERRACE Q so70?�'F X289 PH 3, BLOCK 3, LOT 17 •3� \` SINGLE FAMILY RESIDENTIAL / �\\ EXIST FIRE HYDRANT 3 ) \ EXIST 4" PVC o - _ '.••,., � ,.,. b- 304.46 , LYONS, JOHNNIE .' - 1 SOUTHWOOD TERRACE ........A 14~ PO �`_�` - ___ .--r . 3a � - PH 3, BLOCK 2, LOT 16 14" po w . \ � SINGLE FAMILY C ERONS, VIVIAN RESIDENTIAL 1 \ i4~ Po \ \. ` 30 - `- 30 '` S UTHWOOD TERRACE KING 3G 30 30 �Ioz, - P 2, BLOCK 2, LOT `. 3030 30 30 15 `'\\ /` ~---- 30 30 ---- 30 _______ 30 D PLEX RESIDENTIAL PROP 5' WROUGHT IRON FENCE R o PIN FLAG VERIZON PIN FLAG (E)CIST 36" RCP ELEW 293.60' TENNIS COURT PROP CONNECTION TO HEADWALL j SEE v '10 12" OAK Q ��\ •�� \ :y BASKETBALL 12" OAK 1 1 GOA- 14' OAK 15" OAK 14" OAK DETAIL /1 10" PIN EXIST 15" EL -301.45 / .. / OHO' „•- ..-- •„` "`� 1: \ �`' � ''\`\"`- _`' --•,_ � / pA � ,,,,•- �� �, ���\� `\ 301, 36'REINFORCED l q> y 3p1 I 6` PVC PERFORATED \ ".:� \ � � , � '` D. �-_. % / CRETE PIPE UNDERDRAIN TO INTO BOWL DRAIN ATE BOTTOM OF SELECT FILL)""'• 10 PIN O6K y / 4 .y4� ,�p� �1 5`94-2.09G�- ` 310.46\ ` ` / Y 310.84 ,a "1b, PROP 18` ILOUT-294.83t /31 0.92 C / --� 310.7 ' � � `G�•\\ \ i ice, •o \ x � � 310.51TWIN ` \� t 1 ` ! . `9$ I \ PECAN 31150 Fl 15' RCP 1 310.37 E ELECTRIC 309.58 \ ` 10' PECAN t EY: 299.04' I ( , BOX rye° ` _ W / /\�f 310.50 308.79 �0 j 1 .4 ..,L_,k• 309.62 t '• 309.75 � 7 , �• t I 8 - ; / \ 15 PECAN L f PROP 4 CLEANOUT r i / �-� �------- 30942 ---- 30942 309 �.. ` J BASKET�� � . ✓ � �\ � 1. �� 310.47 1 \ 309.66 ` / f 15" OAK / 308.88 8"SIN 0 IPE=309.22 7$ I I l 1 -___ •-- ,` / / °• � } 309.90 "/ t a ` , 1 � �' . • X 8. ELM GUTTER AMBULATORY \ ' / 10.50 aplaso 310.50 .�1' 310.41 310.50 , r 314.32 314.57 BASKETBALL 8"P 01.8% GUTTER GOAL /S 8 + / `310.41 310.50 6" PVC PERFORATED ' 314.55 {{ / J TENNIS COURT E TO 8"EOUT 0 PIPE=308.77 / INTO BOWL DuNDERDRAIN RAIN ATE \ �irP� l �• 14' OAK 1 i BASKETBALL 21gUACKn LIMITS _...► '^ °` 09 MIN TTOM OF FILL) f I �t 1 SRA / CONCRETE PIERS313.00 �A' / TENNIS COURT 307.24 (SEI; DETAIL SHEET �: �� ��0 ' " % I ICI•6 H SPITAL 314.80 i 35 .� 1 / / �..3 GRAVEL q v cbow -**0'309.70 )-�- �•y� PLAYGROUND 3os.2s I ` \` x.70 �--" ��/ ,�o oy' , : y ! !B MY141 PLACE PH 2, io OAK --�� I i B CK 3 LOT 2R I! / y / / / ! T� +� 1-- - W X nVl 0 V/�'=M00 Z QMM (0vV Z to pWn� F- LL •('tel RS �' a Ix -d W a �i O U Z V) w v *d�.. J d Q Z O Y U I.L. N w 08F- a t. 4- pI-CL� o W w O •ice O a '¢ (� (n V/ N 0 Z w Z a m mom - MC;8� � � U O 0 v o o a C Q M> F64 ix (L d M NLij wl Ld Ix O 0 Q. 0 T� +� 1-- - W X nVl wOLLL- -CLL V/�'=M00 Z QMM (0vV to pWn� F- LL •('tel RS �' t° 0O Ix -d W �i O U Z p) w v *d�.. J Q Z O U I.L. N w 08F- w w Z t. 4- pI-CL� t�� W O d O •ice n x`� r i (� (n V/ N 0 mFNN w f y 04 N } '- mom MC;8� 31270 o h 307.00 309.42 / ` % ! ( ' TC 309.64 �, pw 310.47 O / l NG 309.32 / ` �M /� /�-- / / ! U' LE RESIDENTIAL / i % y 313.00 ` `� EXIST 4" PVC 12' l0 310.00 307.77 / /� / 3o9so 309.13 / 1 s ! ! �E ER L COMMERCIAL W 14" 309.94 �,, ` CONCRETE PIERS u' ri o Z \ \ 309.94 / �p "� SEE DETAILpr' o � '��1 �� � / 309.86 12 IN 3 PROPOSED SHADE 35 SHEET to ' ' / 134 T z / \ \ \ `•s +,,`_ C � �� $ =306.45 307.53 p"I ` .�\ STRUCTURE ) f I C11 V.� n V TRANSFORMER `�.. ` o308.87 // \'' I 31264 312•.. _' `� q / 24' MffS \\ ..i ��- N ' 313.90 - ` PHASE UNE �.�. ..�. 309.73 TC 309.42 \ STR RAL 5,3.73� .� B KFlLL ` 304` I ! z 309.72 O M 13.83 313.00 31264 1 8 _ PVC O 0.8� 09y „"s -•`..` C A I I .r I 310 .310.64 3:g ��08.50 309.00 , 308.07 2-i2" PVC O 1% `306-.. / Q l 313.00 309.41..........--�.... �'�-- �. \ a ' rn \ \ 313.75--4.�6% 312.64 ` 3.00 309.95 A 12 OUT = 305.49 (- r3o � o ss ss �,`3.1 �` 8 -� 311.00 � � , �` 3 REMAIFENCE NS OF PROVIDE 6' RIP r ` R r + t w ss ss ss ss _ - Og` RAP (4'X5' PAD) 314 �- �:.�_=, __. ---- -._ .--- --- a w 0 3123f275 _ .... _ _ ..._ �" _ 1/2 INCIN IRON ROD FOUND CM r -� 0 �/ ss / / 0 FJ -i j� U U 313 ..► . _ :,. , .c _ 310.21 ' _' - 309.00 / _ �^ --..._sS Cn %- REMAINS OF B _ _ 3125 ri ------ _... _ O IM4 N 8` IL- 311309.38 - - -94S 41.51'07" W 1532.16' jW C4 24' -LIMITS OF ' ( h�1 ►-j M � TOP OF SWALE=309.40 N TOP OF TENNIS COURT PROPOSED SWALE E-308,50 =309.41 o SKATE PATH n i Q. D.9D' .r IIS --•:a • . q . U co 4.5' 4.5 r- 0 n SECTION A -A 0 n NOT TO SCALE N Bleyl & Associates �---- 10' 313.50 . e a 313.00 -•� ' I�"�„'r .1 1 1-1 I ,.._ t ... .. - SECTION B -B NOT TO SCALE S, �� �- 314.00 III -111-1 PLAN LEGEND W EXIST WATER 'LINE EXIST STORM SWR LINE ---- --- PROP STORM SWR LINE • PROP WATER LINE SS EXIST SANITARY SWR LINE -- PROP IRRIGATION b FIRE HYDRANT BENCHES PROP MAJOR CONTOURS PROP MINOR CONTOURS EXIST CONTOURS PHASE LINE DRAINAGE STRUCTURE PROP WROUGHT IRON FENCE 0E EXIST OVERHEAD ELEC LINE EXIST POWER POLE EXIST LIGHT POLE TEXAS HOTEL MANAGEMENT CORP A005401 R STEVENSON ICL TRACT 41, ACRES 17.059 1 55 PU 959 f795 SINGLE FAMILY RESIDENTIAL I j..•�l0 F�t / ` ice: SCh••'•:: s1�- NOTE: / 1. NO PORTION OF THE SITE IS LOCATED WITHIN THE FLOOD PLAIN. 1 2. ALL EXCAVATION AROUND THE I PROPOSED BOWLS SHALL BE A MINIMUM OF 5' BENEATH AND AROUND THE BOWL STRUCTURES. / SELECT FILL MUST BE USED PER THE GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS. 3. PEAK WATER DEMAND= 82 GPM 1) 1 7076 FILE NAME: 7076-SITE-PLAN_.A.D SHEET: 01 OF: 01 z LLJ w 10 z 0 5! 0 CIS! z I— Bleyl & Assocalates LANDSCAPING POINT -CALCULATIONS SYMBOL SIZE NAME & TYPE QTY POINT POINTS z 0 z . VALU E W< V) W 8" AND LARGER PIN OAK TREE CL LL'E;:� w 0� (L 0 U .=Q EXISTING W/ CANOPY TREE 2 400 800 BARRICADE of oj 0 0 Q� LO w W 8" AND LARGER PECAN TREE EXISTING W/ CANOPY TREE 3 400 1200 BARRICADE OF A - N - D LAR - GER -RED-0AK_-TRE_E 0 It EXISTING W/ CANOPY TREE -1- 400 400 BARRICADE 8" AND LARGER LIVE OAK TREE, Z EXISTING W/ CANOPY TREE 2 400 800 BARRICADE m • 2.1" TO 3.4" CALIPER LIVE OAK- QV CANOPY TREE 27 150 4050 L) Lii w _j LLI 1.25" CALIPER CRAPE MYRTLE- Ll 11 40 480 0 AND LARGER TREE ()f in M 5 GAL.. LIGUSTRUM- LJ 48 10 480 SHRUB STREETSCAPE (325'/50) x 300 PTS — 1950 PTS (325'/25) = 13 CANOPY TREES POINTS PER PROJECT AREA 126,300 SQUARE FEET OF SITE AREA 126,300 / 1,000 = 126.3 126.3 x 30 = 3790 PTS TOTAL POINTS REQUIRED: 5740 TOTAL POINTS PROPOSED: 8210 U X 0 *4 X] MR X f PIN SS - m w - w 2 -QV Bleyl & Associates X X X X 1 -QV TREE PROTECTION FENCING, TYP. RE:- -A;741zffi-I'S-,SHEET-- 0 DRIP LINE 0 A NOTE: TREE PROTECTION FENCING TO BE PLACED SAFE T -POST CAP AROUND TREE AT THE EXISTING TREE DRIPLINE, TYPICAL, AS PER NOTES. 4'-0" HIGH PLASTIC WIRE FENCE WIRE TIES, 3 PER POST AS SHOWN 6'-0" T -POSTS @ 8'-0' O.C. 8'-0" O.C. TYP. V 16 GA. SMOOTH WIRE STRETCH ACROSS TOP 0 OF FENCE & SECURE 2 > "XXXXXXX FINISH GRADE X'( 0 Z " 1-5 C14 TREE PROTECTION 60" MIN. ELEVATION NTS 4'-0" HIGH PLASTIC MESH FENCE RE: B/ THIS SHEET DA TREE PROTECTION FENCE P �-pLLAN eS IIIi1\li 0--- 0 li SINGLE TREE NTS I 6 -QV z' ­n Z 0 (OD 0 EXISTING TREE, TYP. _j z 0 V) En Ld LL_ z;* 0'N 30 CN a30 30 LLJ LL' 30 0'6 bo �- 04 Z 30 w0ox 0 20 CC):'C Ir - - -------- 7:7 7- Rock - 0 0 � cu,)It <0 Q �2� <;: n' m PR,4/R/,C >< ROAD TREE PROTECTION w Lo w 0 FENCING, TYP. �`'\ �/ ,—i . �+ m N< 0) 0) RE: A/THIS SHEET -Z of 0) M. ,11���1!��fl� — \Q 4— V 0 *p 0 X z V1 0 T4 P4E - 92 w 0 E - :z 1_QV C-) �D C() 52—LJz E-4 >4 z 1 _QV E-4 CO 3 -LI 1 Q 0 U IN 2 L( N. N 2 -LI 00 1 _QV NOTES: 1549 1. THE CONTRACTOR SHA II L FINE GRADE AND HYDROMULCH ALL AREAS I)ISTUI tBE D BY CONSTRUCTION. S5-------- — ss $5 55S rs SS CLA' K CONDON PROJECT NUMBER A IIII 0 C I A T E S 7076 LAN S APE ARCHITECTURE 1 -QV FILE NAME: 0 30 60 90� PLANTING.DWG 1 _QV 10401 fella Link Road Houston, Texas 77025 SHEET' TEL 71311 871.1'�d14 FAX 713.871.o888 www.clarkCor on.com 0 1 OF. f� .11ll�: ca z 00 g f- F -X Z: E5W Zo wo z 0 z rp-0- L<�_ . r- Ti n 00 W< V) W Ld X Ll 0wo CL LL'E;:� w 0� (L 0 U .=Q co �L -j rc -C' 1 . t' w of oj 0 0 Q� LO w W 0 It N 14.1 0 Z < < m LIJ L) Lii 6 -QV z' ­n Z 0 (OD 0 EXISTING TREE, TYP. _j z 0 V) En Ld LL_ z;* 0'N 30 CN a30 30 LLJ LL' 30 0'6 bo �- 04 Z 30 w0ox 0 20 CC):'C Ir - - -------- 7:7 7- Rock - 0 0 � cu,)It <0 Q �2� <;: n' m PR,4/R/,C >< ROAD TREE PROTECTION w Lo w 0 FENCING, TYP. �`'\ �/ ,—i . �+ m N< 0) 0) RE: A/THIS SHEET -Z of 0) M. ,11���1!��fl� — \Q 4— V 0 *p 0 X z V1 0 T4 P4E - 92 w 0 E - :z 1_QV C-) �D C() 52—LJz E-4 >4 z 1 _QV E-4 CO 3 -LI 1 Q 0 U IN 2 L( N. N 2 -LI 00 1 _QV NOTES: 1549 1. THE CONTRACTOR SHA II L FINE GRADE AND HYDROMULCH ALL AREAS I)ISTUI tBE D BY CONSTRUCTION. S5-------- — ss $5 55S rs SS CLA' K CONDON PROJECT NUMBER A IIII 0 C I A T E S 7076 LAN S APE ARCHITECTURE 1 -QV FILE NAME: 0 30 60 90� PLANTING.DWG 1 _QV 10401 fella Link Road Houston, Texas 77025 SHEET' TEL 71311 871.1'�d14 FAX 713.871.o888 www.clarkCor on.com 0 1 OF. f� .11ll�: ca z 00 g f- F -X Z: E5W Zo wo z 0 z 0, rp-0- L<�_ . r- Ti n 00 W< V) W iy- < X Ll 0wo CL LL'E;:� w 0� (L 0 U .=Q co �L -j rc -C' 1 . t' w of oj 0 Q� LO w W 0 It N 14.1 0 Z < < m L) Lii w _j LLI f__ ¢ 0 < ()f in M 0 I -EL 6 -QV z' ­n Z 0 (OD 0 EXISTING TREE, TYP. _j z 0 V) En Ld LL_ z;* 0'N 30 CN a30 30 LLJ LL' 30 0'6 bo �- 04 Z 30 w0ox 0 20 CC):'C Ir - - -------- 7:7 7- Rock - 0 0 � cu,)It <0 Q �2� <;: n' m PR,4/R/,C >< ROAD TREE PROTECTION w Lo w 0 FENCING, TYP. �`'\ �/ ,—i . �+ m N< 0) 0) RE: A/THIS SHEET -Z of 0) M. ,11���1!��fl� — \Q 4— V 0 *p 0 X z V1 0 T4 P4E - 92 w 0 E - :z 1_QV C-) �D C() 52—LJz E-4 >4 z 1 _QV E-4 CO 3 -LI 1 Q 0 U IN 2 L( N. N 2 -LI 00 1 _QV NOTES: 1549 1. THE CONTRACTOR SHA II L FINE GRADE AND HYDROMULCH ALL AREAS I)ISTUI tBE D BY CONSTRUCTION. S5-------- — ss $5 55S rs SS CLA' K CONDON PROJECT NUMBER A IIII 0 C I A T E S 7076 LAN S APE ARCHITECTURE 1 -QV FILE NAME: 0 30 60 90� PLANTING.DWG 1 _QV 10401 fella Link Road Houston, Texas 77025 SHEET' TEL 71311 871.1'�d14 FAX 713.871.o888 www.clarkCor on.com 0 1 OF. f� .11ll�: ca z 00 g f- F -X Z: E5W Zo wo Ld :1 0 z 0, rp-0- L<�_ . r- Ti n 00 W< V) W iy- < X Ll 0wo CL LL'E;:� w 0� (L 0 U .=Q 6 -QV z' ­n Z 0 (OD 0 EXISTING TREE, TYP. _j z 0 V) En Ld LL_ z;* 0'N 30 CN a30 30 LLJ LL' 30 0'6 bo �- 04 Z 30 w0ox 0 20 CC):'C Ir - - -------- 7:7 7- Rock - 0 0 � cu,)It <0 Q �2� <;: n' m PR,4/R/,C >< ROAD TREE PROTECTION w Lo w 0 FENCING, TYP. �`'\ �/ ,—i . �+ m N< 0) 0) RE: A/THIS SHEET -Z of 0) M. ,11���1!��fl� — \Q 4— V 0 *p 0 X z V1 0 T4 P4E - 92 w 0 E - :z 1_QV C-) �D C() 52—LJz E-4 >4 z 1 _QV E-4 CO 3 -LI 1 Q 0 U IN 2 L( N. N 2 -LI 00 1 _QV NOTES: 1549 1. THE CONTRACTOR SHA II L FINE GRADE AND HYDROMULCH ALL AREAS I)ISTUI tBE D BY CONSTRUCTION. S5-------- — ss $5 55S rs SS CLA' K CONDON PROJECT NUMBER A IIII 0 C I A T E S 7076 LAN S APE ARCHITECTURE 1 -QV FILE NAME: 0 30 60 90� PLANTING.DWG 1 _QV 10401 fella Link Road Houston, Texas 77025 SHEET' TEL 71311 871.1'�d14 FAX 713.871.o888 www.clarkCor on.com 0 1 OF. f� .11ll�: ca F -X Z: E5W Zo wo rp-0- L<�_ . r- Ti n 00 4-) Z (/) a_ 14) r4,) DO r- I? 0 X< C:) LL. co �L -j rc -C' 1 . t' w of oj 0 Q� LO w W 6 -QV z' ­n Z 0 (OD 0 EXISTING TREE, TYP. _j z 0 V) En Ld LL_ z;* 0'N 30 CN a30 30 LLJ LL' 30 0'6 bo �- 04 Z 30 w0ox 0 20 CC):'C Ir - - -------- 7:7 7- Rock - 0 0 � cu,)It <0 Q �2� <;: n' m PR,4/R/,C >< ROAD TREE PROTECTION w Lo w 0 FENCING, TYP. �`'\ �/ ,—i . �+ m N< 0) 0) RE: A/THIS SHEET -Z of 0) M. ,11���1!��fl� — \Q 4— V 0 *p 0 X z V1 0 T4 P4E - 92 w 0 E - :z 1_QV C-) �D C() 52—LJz E-4 >4 z 1 _QV E-4 CO 3 -LI 1 Q 0 U IN 2 L( N. N 2 -LI 00 1 _QV NOTES: 1549 1. THE CONTRACTOR SHA II L FINE GRADE AND HYDROMULCH ALL AREAS I)ISTUI tBE D BY CONSTRUCTION. S5-------- — ss $5 55S rs SS CLA' K CONDON PROJECT NUMBER A IIII 0 C I A T E S 7076 LAN S APE ARCHITECTURE 1 -QV FILE NAME: 0 30 60 90� PLANTING.DWG 1 _QV 10401 fella Link Road Houston, Texas 77025 SHEET' TEL 71311 871.1'�d14 FAX 713.871.o888 www.clarkCor on.com 0 1 OF. f� .11ll�: ca Bleyl & Associates THORNTON, RICKIE SOUTHWOOD TERRACE PH / 3 BLOCK 3 LOT 19 / �\ / BIENSKI, JASON & TASHA �/ \ SINGLE FAMILY / SOUTHWOOD TERRACE PH _ RESIDENTIAL 3, BLOCK 3, LOT 17 \ 60 y�yl ' " SINGLE FAMILY / O 28 E �� RESIDENTIAL / _ EXIST FIRE HYDRANT / \ �\ W EXIST 4" PVC R i 304.46 LYONS, JOHNNIE \� SOUTHWOOD TERRACE PH 14 PO \ _\ --- 3, BLOCK 2, LOT 16 SINGLE FAMILY 14' PO ` -.\\ RESIDENTIAL 14" PO \ EXIST 12" WATER R�� \ 137 PARKING \ � 14„ PO \ \ 30 30 -- =�. 30 SPACES " \ \ EXIST-24__WATER 30 -----_ 30 _____-- 14 PO \/Rl 30 ____ 30 re ROA'D 30 EXIST 15" RCP STORM SWR \ : VERIZON PIN FLAG „\ \ ATMOS ` PROP CONNECTION TO HEADWALL // TENNIS TENNIS /PIN FLAG / // a ; �\�� �� SEE DETAIL SHEET 35 COURT COURT 10" PIN OAK SEXIST 15 F.=301.45 10" ELM -� / / I - -- '� �_ \ w \ �"` /y • 6 PVC 10 ELM ' o� . -�s I 3 / PERFORATED UNDERDRAIN (FL rg 1 � / TO TIE INTO 10 PIN OAK ,� ,BOWL DRAIN AT 2" LO` / a°9 BOTTOM OF 310.46 1 \/. \` . 1 SELECT FILL ``- ,� 310.84 ( 10.9-1 ) PROP 5 ,WROUGHT IRON FENCE \`\ 310.92 l � � � i \ \ � ( o / " 310 PROP \ ` S TWIN 10" 1 \ / .9 1 PECAN e < LO �� �� PROP 2 ATER 1.50 \ $ SKATE `\� \ Fl 15' RCP a " �`308.88 310.37 BOWL " \ 10" PECAN Et a.. 299.04' / 12 OAK / ELEC ( 9.5s ry, . i PROP 6 / I BOX . - o 12" OAK � � t � � I ' 310.50 - 5 STM SWR BASKETBALL . 308.79 / � . I. 1 --�X PROP 1 c.� \ 309.62 r• �°% l =aul ` STM S GOAL 14" OAK 3os.75 '�'s�". �P " / „ \ , 15" OAK _ � , .�: � - f�o _ � 3os 3s \� �. 15 ECAN _ _ 309.42 2.6� 16 OAK / / BASKETBALL 14" OAK ..\\ ' GOAL PROP WALKWAY PROP 4' CLEANOUT 3019.90 310.47 • � ��` 15" OAK 6\o �.� 309.66' . - 19,- ' EXI T 8" SAN SEWER 8 FLIN OF PIPE -309.22 PROP SKATE W 310.50 310.5 w PROP 1011. POOL � I 8 ELM GUTTER AMBULATORY J 310.41 310.50 310.50 r "�'-- 31432 BASKETBALL I / 8"PVC ® 1.8� 1% 6" PVC 1 ! GUTTER RAMP 310.41 6 PVC PERFORATED 31455 GOAL TENNIS ��Y� 310.50 � / / / UNDERDRAIN (� TO TIE INTO N I " COURT 8 FLOUT OF PIPE=308.77 ° BOWL DRAIN AT BOTTOM OF 14 OAK U w w / r BASKETBALL l / oI i yo9 SELECT FILL) MIN 17. SLOPE 0) IRONS, VIVIAN JTHWOOD TERRA6E PH BLOCK 2, LOT 15 'LEX RESIDENTIAL EXIST 36" RCP ELEV: 293.60' 36" REINFORCED "OONCRETE PIPE 18" fL- OUT=294.83 i 10" OAK / � °0 J NIN I .S H SPITAL 313.00 ` GOAL TENNIS �21' -LIMITS OF L /307.24ow / /y°� ( ��. ' ! / 314.80 _ _ COURT i 6 3 56 �--J GRAVEL T STRUCTURAL / 6 LM NT PLACE PH 2, 4 `\\ 309.70 y 1 !n j I IC j' 1 / y / o cv o BLOC 3, LOT 2R �.�.� PLAYGROUND / BACKFILL 308.25 / f ,! ;y (w 1 312.70 \3 " I TC 309.64 PROP 11" WATER I pow im.00 3os.42 / _ / I I DUPL X RESIDENTIAL 310.47 \ „ 12 LO NG 309.32 / ' / / / , f w 313.00 \'-� \ �. - EXIST 4 PVC 310. PROP WALKWAY I 307.77 ' / � / // E IST ' I GIENE AL COMMERCIAL W w 31 12" OAK FL- 309.90 309.13 `t z , \ " - 309.94 / / I S �"'�, \ \ _� AN o , I t� m o -�. y 14 LO 309.86 12" IN �\ °�� E 306.45 307.53 ` ' I © / TRANSFO ER �, �. o' �-� 308.87 \ PROP SWALE 24 - LIMITS OF"' / z f' ` a �.. PHASE E IST 9 SAN SWR } ' ` 313.90 312.64 ?� 1 309.7 TC 309.42 / �• . STRUCTURAL LINE p �'' 01 o \313.73 311 68 \ \ 06� BACKFILLLy a c� A o v� a ' ••• " 311.2 �\ X9.72 � �... � "\ \ / � � "-"„`' ��`` I I I � 313.83 313.00 " 1-8" PVC 0 0.8% sos.27 -►` ` A� I i / 2-12" PVC CSD 1 a H 312 64 _ 309 \ 308.07 � EXIST 12" SAN SWR 3'3'-`` 313.00=310. 310.64 3os _,� _. o 06.00 12 Ft OUT = 305.49 \ o I / o c�i w O 313.75 - 31264 \ 309.95 REMAINS r. o --� w 313.00 `� A E IST 2" AN�WR \`313.1 \'` -- B 311.00 08 OF '''g R PO RAP 6„ HI N / a x a a' N -SS SS SS \ / FENCE --'""" (4'X5' PAD) ,� FOi1NNCH IRON ROD w o o 0 z r ¢ --0.9 L) =--� �„ 313 312 312.75 = '�' 310.21 ' �" ss 309.00 ss ss ss --- 1 `j' D CM r .� Q A V SS �' �.T� ar%4 B a 312-5-/e%i - - - - 0✓O N STORM SWR LINE \ _30. Q �. / I i 10" OAK / � °0 J NIN I .S H SPITAL 313.00 ` GOAL TENNIS �21' -LIMITS OF L /307.24ow / /y°� ( ��. ' ! / 314.80 _ _ COURT i 6 3 56 �--J GRAVEL T STRUCTURAL / 6 LM NT PLACE PH 2, 4 `\\ 309.70 y 1 !n j I IC j' 1 / y / o cv o BLOC 3, LOT 2R �.�.� PLAYGROUND / BACKFILL 308.25 / f ,! ;y (w 1 312.70 \3 " I TC 309.64 PROP 11" WATER I pow im.00 3os.42 / _ / I I DUPL X RESIDENTIAL 310.47 \ „ 12 LO NG 309.32 / ' / / / , f w 313.00 \'-� \ �. - EXIST 4 PVC 310. PROP WALKWAY I 307.77 ' / � / // E IST ' I GIENE AL COMMERCIAL W w 31 12" OAK FL- 309.90 309.13 `t z , \ " - 309.94 / / I S �"'�, \ \ _� AN o , I t� m o -�. y 14 LO 309.86 12" IN �\ °�� E 306.45 307.53 ` ' I © / TRANSFO ER �, �. o' �-� 308.87 \ PROP SWALE 24 - LIMITS OF"' / z f' ` a �.. PHASE E IST 9 SAN SWR } ' ` 313.90 312.64 ?� 1 309.7 TC 309.42 / �• . STRUCTURAL LINE p �'' 01 o \313.73 311 68 \ \ 06� BACKFILLLy a c� A o v� a ' ••• " 311.2 �\ X9.72 � �... � "\ \ / � � "-"„`' ��`` I I I � 313.83 313.00 " 1-8" PVC 0 0.8% sos.27 -►` ` A� I i / 2-12" PVC CSD 1 a H 312 64 _ 309 \ 308.07 � EXIST 12" SAN SWR 3'3'-`` 313.00=310. 310.64 3os _,� _. o 06.00 12 Ft OUT = 305.49 \ o I / o c�i w O 313.75 - 31264 \ 309.95 REMAINS r. o --� w 313.00 `� A E IST 2" AN�WR \`313.1 \'` -- B 311.00 08 OF '''g R PO RAP 6„ HI N / a x a a' N -SS SS SS \ / FENCE --'""" (4'X5' PAD) ,� FOi1NNCH IRON ROD w o o 0 z r ¢ --0.9 L) =--� �„ 313 312 312.75 = '�' 310.21 ' �" ss 309.00 ss ss ss --- 1 `j' D CM r .� Q A V SS �' �.T� ar%4 B a 312-5-/e%i - - - - 0✓O N -+-� t- o W x �r-_� OoZM(°- n -�-�n X�M OD t� t° 0 00 1 LL - CO 0r-4 Wpt� Of W Z V U MZ 4 W J t�0 z 0 •rm4 W N o c ' N cr O W (' r-1 •,- .r-1 V)NpZox .p o:�a� � e---1 W o n u' o W (V~NN x C%4 ¢r- fy N �" 01) �m�� C�6� PROPOSED o SKATE PATH 0 U z 8" FL= 311 S 41'51'07" W � 306.38 REMAINS OF 24' -LIMITS OF 1532.16' FENCE PROP SWALE STRUCTURAL BACKFILL PLAN 0 15 30 60 120 NEW I --- 10 6' f- 314.00 TOP OF SWALE=309.40 SWALE [E=308.50 -7 TOP OF TENNIS COURT =309.41 I-s7\f �� I .o- Ma. � a: a 0.90' I I ill, ; ,l ► I ,III= -I 1I- 4.5' 4.5' * SWALE TO BE FINISHED SECTION A -A WITH HYDRO NOT TO SCALE Bleyl & Associates SECTION B -B NOT TO SCALE I W O 0 PLAN LEGEND TEXAS HOTEL MANAGEMENT CORP W EXIST WATER LINE A005401 R STEVENSON (ICL), TRACT I Q o 41, ACRES 17.059 r *j m EXIST STORM SWR LINE SINGLE FAMILY RESIDENTIAL 0 Q z • PROP STORM SWR LINE r PROP WATER LINE I I . 55' Pt E 959795 EXIST SANITARY SWR LINE NOTE:. NO PORTION OF THE SITE IS LOCATED WITHIN THE FLOOD OF `` :•t 1•���1 PROP IRRIGATION PLAIN PER FEMA FIRM MAP 48041 C0182C (JULY 2, 1992). a i *•, 2. ALL EXCAVATION AROUND THE PROPOSED BOWLS SHALL BE j * • i �} FIRE HYDRANT W DAVID L. BESLY BENCHES STRUCTURES. SELECT FILL MUST BE USED PER THE �� d MAJOR CONTOURS GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS. o�','••.,4 818530••.•\_+� 3. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE !, FS ••:.:N..••��°�! -- - PROP MINOR CONTOURS STANDARDS OF SECTION 710 OF THE UNIFIED DEVELOPMENT %SIONAL►��_" ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT a Lij O U O W ` N Q Q m W U 0 V o o a V) a a m o F N= W a 0 0Zo LL. `�aa vXW 0190 aa. d MN wIr w �O 4 C31; --U -+-� t- o W x �r-_� OoZM(°- n -�-�n X�M OD t� t° 0 00 1 LL - CO 0r-4 Wpt� Of W Z V U MZ 4 W J t�0 z 0 •rm4 W N o c ' N cr O W (' r-1 •,- .r-1 V)NpZox .p o:�a� � e---1 W o n u' o W (V~NN x C%4 ¢r- fy N �" 01) �m�� C�6� PROPOSED o SKATE PATH 0 U z 8" FL= 311 S 41'51'07" W � 306.38 REMAINS OF 24' -LIMITS OF 1532.16' FENCE PROP SWALE STRUCTURAL BACKFILL PLAN 0 15 30 60 120 NEW I --- 10 6' f- 314.00 TOP OF SWALE=309.40 SWALE [E=308.50 -7 TOP OF TENNIS COURT =309.41 I-s7\f �� I .o- Ma. � a: a 0.90' I I ill, ; ,l ► I ,III= -I 1I- 4.5' 4.5' * SWALE TO BE FINISHED SECTION A -A WITH HYDRO NOT TO SCALE Bleyl & Associates SECTION B -B NOT TO SCALE I W O 0 PLAN LEGEND TEXAS HOTEL MANAGEMENT CORP W EXIST WATER LINE A005401 R STEVENSON (ICL), TRACT I Q o 41, ACRES 17.059 r *j m EXIST STORM SWR LINE SINGLE FAMILY RESIDENTIAL Q • PROP STORM SWR LINE r PROP WATER LINE I I . 55' Pt E 959795 EXIST SANITARY SWR LINE NOTE:. NO PORTION OF THE SITE IS LOCATED WITHIN THE FLOOD OF `` :•t 1•���1 PROP IRRIGATION PLAIN PER FEMA FIRM MAP 48041 C0182C (JULY 2, 1992). i *•, 2. ALL EXCAVATION AROUND THE PROPOSED BOWLS SHALL BE j * • i �} FIRE HYDRANT A MINIMUM OF 5' BENEATH AND AROUND THE BOWL DAVID L. BESLY BENCHES STRUCTURES. SELECT FILL MUST BE USED PER THE �� - - PROP MAJOR CONTOURS GEOTECHNICAL REPORT WITHIN THE CONTRACT DOCUMENTS. o�','••.,4 818530••.•\_+� 3. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE !, FS ••:.:N..••��°�! -- - PROP MINOR CONTOURS STANDARDS OF SECTION 710 OF THE UNIFIED DEVELOPMENT %SIONAL►��_" ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT - - - - EXIST CONTOURS BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL PHASE LINE DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE DRAINAGE STRUCTURE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERY LINE. PROP WROUGHT IRON FENCE 4. PEAK WATER DEMAND= 82 GPM EXIST OVERHEAD ELEC LINE MIN WATER DEMAND= 0 GPM OE AVG WATER DEMAND= 30 GPM EXIST POWER POLE i EXIST LIGHT POLE I I SUBMITTAL DAT' : 30, 2010 > x 2. � - !�-3o-2oic) 7076 LE NAME: 7076-SITE-PLAN-REV.D t AEET: 01 OF: 02 zftAt�wzw l b ,1 J4 au-+/ 0L s z W w 0 z 0 z w z Q J a. F_ z Q J a 0- Bleyl & Associates \ \ \ 30 - •0 30 -- -�Ck- Q Q- 1 V . _lj 1 30 /T4 30 �\ 30 ____._.__ 30 M! )YO 30 \ 19 GD EXTENSION � /--� FLOW BOWL S 0 \ \ W 1---wx \ C\ PLAN LEGEND W� PLAN 0 w EXIST WATER LINE 0 15 30 60 120 Q) EXIST STORM SWR LINE z • —�- PROP STORM SWR LINE owt-o A v A4 PROP WATER LINE c��wuH �E- E� ES EXIST SANITARY SWR LINE xap, RS -- PROP IRRIGATION ul a FIRE HYDRANT BENCHES �D�UP4 V ... — — PROP MINOR CONTOURS — -- EXIST CONTOURS d PHASE LINE o DRAINAGE STRUCTURE Y PROP WROUGHT IRON FENCE .� O EXIST OVERHEAD ELEC LINE N N Q EXIST POWER POLE d .' EXIST LIGHT POLE a 0 V) w O�n-LL. w O�� �Q,00 O m O � � Z N 0 CO CO m z X I' UJ � V) L C-4 0) Q W v-mv.�i Q m w �- W oa w' vcn 0 o as IL Q m o^ Q �jWi5 Q p 0 0wo LL. �Qa I' k XW W 0 d 0190 W � F- O UAV a \ \ W 1---wx \ C\ PLAN LEGEND W� PLAN �T__l W w EXIST WATER LINE 0 15 30 60 120 Q) EXIST STORM SWR LINE co • MALOOF RAIL CURVED LEDGE SS u Bleyl & Associates 1---wx r� PLAN LEGEND W� PLAN �T__l W w EXIST WATER LINE 0 15 30 60 120 EXIST STORM SWR LINE co • —�- PROP STORM SWR LINE owt-o A v A4 PROP WATER LINE c��wuH �E- E� ES EXIST SANITARY SWR LINE xap, RS -- PROP IRRIGATION ul EC) olaoo FIRE HYDRANT BENCHES �D�UP4 PROP MAJOR CONTOURS ... — — PROP MINOR CONTOURS — -- EXIST CONTOURS PHASE LINE o DRAINAGE STRUCTURE PROP WROUGHT IRON FENCE .� O EXIST OVERHEAD ELEC LINE N N N EXIST POWER POLE d .' EXIST LIGHT POLE a 0 Bleyl & Associates 0 SUBMITTAL DATE 1---wx r� W� C9^=LL_ �T__l W n M ss 0 Z(/)a0) co ��AH owt-o A v A4 / / c��wuH �E- E� V xap, 0 SUBMITTAL DATE f ij 1---wx r� W� C9^=LL_ �T__l W n M 0^0 0 Z(/)a0) co ��AH owt-o A v A4 / / c��wuH �E- E� V xap, RS `r w ul EC) olaoo Uz M�z, �D�UP4 Ulu) mt ... w J Q o .� w N N N o m d .' 04 a 0 V) w O�n-LL. O�� �Q,00 O m •!� V Q X i 1 (yj 000 N N 0 CO CO m z X I' UJ 0 C-4 0) W v-mv.�i f ij 0 0F���1 3a 20 c0 OJECT NUMBER 7076 FILE NAME: 7076 -SITE -PLAN -REV. 302 2010 SHEET: 02 OF: 02 r� W� �T__l W 0 o co o z ��AH A v A4 / / c��wuH �E- E� xap, W E-4 .W10 >"u0 ul EC) olaoo �D�UP4 Ulu) mt 0 0F���1 3a 20 c0 OJECT NUMBER 7076 FILE NAME: 7076 -SITE -PLAN -REV. 302 2010 SHEET: 02 OF: 02 Bleyl & Associates LANDSCAPING POINT CALCULATIONS SYMBOL SIZE NAME & TYPE Q1Y POINT POINTS TO RECEIVE ...... SOLID, VALUE z�rry0�0 8X AND LARGER PIN OAK TREE CANOPY x to t�0 " E ISTING / TREE 2 400 800 0 BARRICADE (n En Q Q 8" AND LARGER PECAN TREE CANOPY U EXISTING W/ . TREE 3 400 1,200 Lv BARRICADE i � s 8" AND LARGER RED* OAK TREE N + EXISTING W/ CANOPY TREE I 400 400 b BARRICADE liU... M v d 8" AND LARGER LIVE OAK TREE 0 ._C,4Z w } EXISTING W/ CANOPY TREE 2 400 800 BARRICADE W a p � 0 2.1" TO 3.4" U o CALIPER CHINESE PISTACHE-'PC 4150 0 600 (65 GALLON) CANOPY TREE i rn a n 2.1 " TO 3.47. 0 0- • CALIPER LIVE OAK- QV 17 150 2,550 Q (65 GALLON) CANOPY TREE 2.1" TO 3.4" a • CALIPER CEDAR ELM-- UC 6 150 900 (65 GALLON) CANOPY TREE SS 1.25" CALIPER AND LARGER CRAPE MYRTLE— LI 11 40 440 (30 GALLON) TREE 5 GAL. LIGUSTRUM— LJ 48 10 480 SHRUB STREETSCAPE (325'/50) x 300 PTS = 1950 PTS (325'/25) = 13 CANOPY TREES POINTS PER PROJECT AREA 126,300 SQUARE FEET OF SITE AREA 126,300 / 1,000 = 126.3 126.3 x 30 = 3790 PTS TOTAL POINTS REQUIRED: 5740 TOTAL POINTS PROPOSED: 8170 L-1 to 0 J 0 r rfil �, DRIP LINE g1 1 I • %%me 16.V I Mr ELEVATION lrMy, � { w. i { 7 -QV i EXISTING TREE, TYR w SAFE T -POST CAP 4'-0" HIGH PLASTIC WIRE FENCE WIRE TIES, 3 PER POST AS SHOWN 6'_0" T -POSTS 0 8'-0" O.C. 16 GA. SMOOTH WIRE STRETCH ACROSS TOP OF FENCE & SECURE w "_ _� NTS NOTE: TREE PROTECTION FENCING TO BE PLACED AROUND TREE AT THE DRIPLINE, TYPICAL, AS PER NOTES. 4'-0" HIGH PLASTIC MESH FENCE ----� RE: B/ THIS SHEET A TREE PROTECTION FENCE PLAN PLAN _-J I + 0 0- SNS_ NTS 1� 2 2 10 lei ■ a IS SHEET ■ �M TREE PROTECTION 71 N G, TYP. RE: MEP . ... ... A."m KEi 0 Wrote Q N IRA TO RECEIVE ...... SOLID, SOD z�rry0�0 Q�E x to t�0 0 Q.) OWOR ~ ifl d 0 (n En Q Q CD z, --,n Li Z U z N v Lv i � s N Q Q b o liU... M v d w 0 ._C,4Z w w 0 OX m W a p � 0 U o Q � � 0 i rn a n 0 0- t Q a SS U) �— �, DRIP LINE g1 1 I • %%me 16.V I Mr ELEVATION lrMy, � { w. i { 7 -QV i EXISTING TREE, TYR w SAFE T -POST CAP 4'-0" HIGH PLASTIC WIRE FENCE WIRE TIES, 3 PER POST AS SHOWN 6'_0" T -POSTS 0 8'-0" O.C. 16 GA. SMOOTH WIRE STRETCH ACROSS TOP OF FENCE & SECURE w "_ _� NTS NOTE: TREE PROTECTION FENCING TO BE PLACED AROUND TREE AT THE DRIPLINE, TYPICAL, AS PER NOTES. 4'-0" HIGH PLASTIC MESH FENCE ----� RE: B/ THIS SHEET A TREE PROTECTION FENCE PLAN PLAN _-J I + 0 0- SNS_ NTS 1� 2 2 10 lei ■ a IS SHEET ■ �M TREE PROTECTION 71 N G, TYP. RE: MEP . ... ... A."m KEi 0 Wrote Q Q IRA TO RECEIVE ...... SOLID, SOD l� .. fr�� asp • • F AND CCESSIBLE CONSTRUCTION UNLESS 01HEr ED AS AN CH PAD, SIM. AREA TO RECEIVE SOD. B/34 2. ALL BENCH LOCATIONS SHi IIELD VERIFIED # r W IRMWIll-w-4 3. LOCATION OF PROPOSED F ERIAL SHALL BENCH PAD, TYP. 1 VERIFIED BY THE 11 1 ARCHITECT. 'DETAILS AND 4. REFER TO SHEET 34 FOR I TYP OF 4 THIS SHEET 15-0" SOLID SOD REFER TO' SHEET 2 FOR Pwi ES AND TREE �� `�' ! ■ a I ■ ' • • !AS SHOWN, TYP. BENCH ND- RE: B/34 01 PROJECT NUMBER • , • ■ `�, p;sCA is 1IFILE NAME: Ll.01,DWG41i i • r 0 Wrote Q Q -{-' z N z�rry0�0 Q�E x to t�0 Q.) OWOR ~ ifl d (n En Q CD z, --,n Li Z z v Lv Q � s N b o liU... M v d w ._C,4Z w w 0 OX m W a p � U o Q � � Q a n 0- 0 Wrote Q -{-' N z�rry0�0 Q�E x to t�0 Q.) OWOR ~ ifl IL �, ;- En CD z, --,n Li Z z v Lv 0 . u o liU... v N 0 ._C,4Z w a2. 4Q 0 OX W a p � ry- U-) 0 o 00 Q