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0 . 0 . u (D)Ha u 10 [Gil � C�J D 0 D��I��� d 0 T13 519 TE AS AVENUE SOUTH COLLE E STATION, TEXAS SEPTEMBER 2 INDEX a � o G°� Q ,J -o o e �] 0 �l C� L SID Lx q A) � o � _ 70" AM UNNUMITY LOCATION MAP SCALE: I" 2W* 4 �� �� D \h � �� C�p BY J. DALE 13101 ONTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTEM)EID FOR BIDDING OR CONSTRUCTI► ?-Z P.E. NO. Bld Q��o�r�ao�o "'Tow 0 NO oa����c�a ID COPYRIGHT 2000. ASH & BROWW 0K**XRM INC, @W liV 1102900I-M-45 011 IL 4�� Mm' a � o G°� Q ,J -o o e �] 0 �l C� L SID Lx q A) � o � _ 70" AM UNNUMITY LOCATION MAP SCALE: I" 2W* 4 �� �� D \h � �� C�p BY J. DALE 13101 ONTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTEM)EID FOR BIDDING OR CONSTRUCTI► ?-Z P.E. NO. Bld Q��o�r�ao�o "'Tow 0 NO oa����c�a ID COPYRIGHT 2000. ASH & BROWW 0K**XRM INC, @W liV 1102900I-M-45 011 IL .4 , SAWCUT AND REMOVED EXISTING DRIVE AND REPLACE MITH CURB BRICK PAVERS AS PER _ $ GUTTER AND SNDEWALX TO PROPOSED LOw EXISTING SIDEWALK. AND PAVEMENT SURFACE. UNIVERSITY DRIVE Pa'oFILE sNGN -- - ----� 35 LF CURB AND GUTTER AND SIDEWALK. ! I i EXISTING GAS VENT l I'; EXISTING PEDESTRIAN CROSSWALK SIGNAL EXISTING HIGHWAY SIGNAGE EXISTING SIGNAL LIGHT - DRAINAGE OUTLET - SEE CONST. SID. DETAILS. EXISTING CONCRETE FOUNDATION SHALL BE REMOVED AND DISPOSED OF OFF -SITE. I 1 I SLAN D ' ( TO EXIS BE1 REMOVED. . Y ^' 123 ENHANCED PAVING 1 EXISTING HANDICAP v 7 w v v v N (SEE RElA" NO 2.) v vvv v v v z .' •✓ \v vv'� ✓ V V ✓ '} L 1. i I 1. - l I. T 1,1.. CONTROL POINT . , i i vvvvv s v 1 1 V „ v V V V.4 56 LF CURB AND GUTTER• v v v v v (SEE REV%1ON NOTE 1•) v 4 vyvv 5053.08 vvvvv ✓ . v v Pv_ -v- L. - w v v v v 5309.62 ✓ v _ f V ' v v V v EXISTING SRI PAVERS v v v v v N/A R30' -6" EXISTING CURB DRAINAGE OUTLET - AND GUTTER vvvvv ; - - - - -' .r v ✓ ��. ' • NOTE 9. _ CONST. STD. T C OF 1' -0` R vvv v v 5250.91 V V V V v E STN OPY TO 5028.98 Vvnv �i REMAIN IN P CE. V Vb.v 5275.15 NEW CURB ONLY 105 V V V 5048.77 vu 7v.v � v „ v v v Q - - - - - - -� -- CR OF BC v - v V v 5285.19 vvvvv � 107 ✓`,v`�� 5036,46 �� ✓ ' v V v v v N/A vvv v CR OF BC vvvv �< 5345.78 v v Vv I v v v v v 5078.31 'v v v-v ARDS EQUALLY ACED p CR OF BC v v v V ` •,' ` v v v v v HACK OF SI c v v 5127.28 v v v v v N/A Y CR OF BC vvvvv V V I v 113 V v v v , ' R30' -6" N/A 114 1 ��✓ 5310.04 2' -7" 115 (TYP.) EXISTING HANDICAP < RAMP TO BE REMOVED. I (SEE REVISION NOTE 2.) 5219.81 5309.81 N/A CONCRETE PAVEMENT C OF 30' -6' R 5055.42 V! & RAILER 1 (122 SY) i 5074.38 ENHANCED PAVING I.E 118 8C, PT 5035.81 (1410 SF) ;PLAY AREA 120 BC, PT 122 5180.54 N/A 1 CR OF BC EXISTING CONCRETE FOUNDATION SHALL BE REMOVED AND DISPOSED OF OFF -SITE. I 1 I SLAN D ' ( TO EXIS BE1 REMOVED. . Y ^' 123 ENHANCED PAVING 1 EXISTING HANDICAP v 7 RAMP TO BE v v v N (SEE RElA" NO 2.) v vvv v v v z MONITORING '+YELL COVER vvvV 1 CONSTRUCTY N POINT vvvv; CONTROL POINT vvvv PROPOSED C JNCRETE SURFACE vvvv; tj vvvvv N/A v V V V.4 56 LF CURB AND GUTTER• v v v v v (SEE REV%1ON NOTE 1•) V v v v u 4 vyvv 5053.08 vvvvv N/A Pv_ -v- L. - w v v v v 5309.62 v , v v v v 6 V ' v v V v 5019.16 v v v v v N/A v v v v v - - -- - -- vvvvv ; - - - - -' V V V v v NOTE 9. V v v V C OF 1' -0` R vvv v v 5250.91 V V V V v 103 vcbvv 5028.98 Vvnv N/A vvv -vv C OF 1' -0" R V Vb.v 5275.15 v v v 105 V V V 5048.77 vu 7v.v � v „ v v v Q v v v i v CR OF BC v - v V v 5285.19 vvvvv � 107 ✓`,v`�� 5036,46 �� ✓ ' v V v v v N/A vvv v CR OF BC vvvv �< 5345.78 v v Vv 109 v v v v v 5078.31 'v v v-v N/A V v v v v CR OF BC v v v V 5335.87 v v v v v 111 V v v v 5127.28 v v v v v N/A Vvcv- CR OF BC vvvvv 5325.90 r �. V V V V V 113 V v v v 5146.43 5338.41 N/A 114 1 5197.28 5310.04 2' -7" 115 (TYP.) EXISTING HANDICAP < RAMP TO BE REMOVED. 116 (SEE REVISION NOTE 2.) 5219.81 NEW CURB ONLY ENHANCED PAVING ( ±472 SF) - (SEE REVSION NOTE Q) 22 - -g - DRAINAGE OUTLET EXISTING UTILITIES TO BE ABANDONED UPON DEMOLITION OF EXISTING BUILDING. PROPOSED LANDSCAPE LEGEND SEE LEGEND ON PAt;E 2 FOR NORTHING AREA - SEE PAGE 4. ® MONITORING '+YELL COVER 1 CONSTRUCTY N POINT ii CONTROL POINT v v PROPOSED C JNCRETE SURFACE PC - "X" IN CONCRETE. tj 5174.05 N/A 3 PC - 1/2" IR r , 5155.11 , 4 PC - "X" IN CONCRETE. 5053.08 5349.69 N/A *3O' -0" PC - 1/2" IR tj 5309.62 N/A 6 PC - "X" IN CONCRETE. 5019.16 5214.84 N/A _ SEE REVISION - - -- - -- -- - - - - -' -- - - NOTE 9. 102 C OF 1' -0` R 5027.51 5250.91 N/A 103 C OF 6" R 5028.98 5253.30 127' -0" DRAINAGE OUTLET SEE REVISION 5 BOLLARDS EQUALLY SPACED NOTE 7. DRAINAGE OUTLET 6 ALONG BACK OF SIGN. NEW CURB ONLY NEW ONLY NEW --. -_- ENHANCED PAVING ENI -+ PAVING _ (TYP (1160 SF) , 08 t 182 SF) 11 13 1 f 1 4 . -0 . .� _. 1 45' --10" r r ` EXIS7IN[{ PO OLEO 3' 5 " 7 +� - UP - / REMMIEi Qyj ; ! . I- . EpC1�5T1�NG BULf,11� r' w SAWCU i_ PL DRIVE AND do GUTTER AND REPLACE WITH - 27.5 LF CURB be GUTTER. p 0 MATCH EXISTING TOP OF AND PAVEMENT SURI SITE LAYOU T SCALE: 1" = 10' (1199 SF) PR OSED BOLLARD - 1 REQ'D P COLUMN SUPPO *T. CONCRETE PAVE ENT « NEW CURB ONLY I (122 SY) 1 1 REMOVE AND DISPOSE URB. ✓vv INSTALL ±11.5 SY OF RETE v v ✓ v V ` v ' PAVEMENT. (SEE REV NOTE 4.) � ` ` ' v v v v v v. 11 _- 1 I ' 4' vr1� v v 1 V V vv V v ----- - - - - -- - - - -- ' v V v v v v V EXISTING COLUMN vvvvvv , vvvvv \, FOR CANOPY. (TYP.) v v v v v v V V V V v v v v v _ v V v v V V v v v v v V V V '•l . v L \ V v v v V \ v" vvvvvvvvvvv'v - 7 - >cVvV✓V vv .`�v✓ ✓v _ vvVvvv;vvvvv .. �. V V\ V `✓ J C '✓ ✓ V - ! v v v v v v J V v V v DRAINAGE OUTLET v ' °' v' � \- v v v v v c v v v v ✓ ✓ '` �" -v V - V V V v v V v V�` ✓ `✓ V 'v V v V V_ i V', V V vvvvv v'wvv c J l v VV 7 v °v `' vV vvvv7vvv v ., ✓ V C l `. V y V V `7 V V . v v vvvv , vc v V V •. a J V V V V V V V` ✓ \ V � V V v O V V v` V v P 'SIlLFSIDEWALK WITH vt v ✓ vv V vvvvv ,V ✓ ✓ "✓ V V V V v' V ✓v y ✓V. .CPVVDV7pvv v BRICK PAVERS AS PER c v. > c, v vvvvv v , v c v V v V V V V V a v v EXISTING SIDEWALK. ( SEE V PROPOSED CONCRETE , ✓ �`. ° ` ✓ o o v " ° o v v vvv v l v V 7 .� REMSTON NOTE 3.) 'PAVEMENT ` :y"o o 0 0 V o V v v ✓�' (f400 SY) , v . vvvv vvi.t? V 1, % ✓ 'vvvvvvv.vvv SEE REVISION ✓` ,`vvvvv vvv v __ . ! v. v ' v V V V V v V NE'liE6. � vv vVVvvvvvv \1 V VV " v✓ � �'vvv:wvv� �bav + o v V 7 v V V V v V ✓ V` v '- v ,' v.cj Q V O V v V V V V`fI ✓ \ '7 '✓ V v V V V V V , v V V v ✓ V O 'J V v v v v v C v vvv ` v ✓� V v '✓ v v v v v v V VV V a v OVVs. I V V V V V V v V V . SEE REVISION v, ° ` ` Vv ' � c v ✓v J vvvvvv; vvvvvt v V V V ! v V v \ v v v p V V J v v v v v NOTE S. C v� ✓ v v v✓ v v .' v ' v v _ v v v v VI V V V a V v v; v v V V V V +V V`-7 v v V V V vv CURB v 7 V �.� V v � Vv v %, V ` v ` SEE REVISION ` v NOTE 8. REVISI v c v . V TE 7. v v v v ✓ �� v : v v '��� vv vvv v ��. vvvv v V v'„ V v c v v v v TRAFFIC LAND MARKING AND ' V J v " TRAFFIC FLOW ARROWS v PAINTED ON SURFACE. 1. ✓ J J v v V V - I v v J N \' jv� VVV• I v , v' k Vv v v v v v vvv v., . G v V V J `. t' V v v v v v v v v 1, � v v v `, T, . SEE REVISION NOTE 7. I i i i i i u T� TO EXISTING c; 6' -7" 1 1 I I i - R35' -0" EXISTING U11.NTIES TO BE ABANDONED UPON DEMOLITION OF EXISTING BUILDING. :ONCRM PAV *MEND IMCLUb DUMPSTER PAD) *42.0 SY) O NOTES: 1 ELD VERIFY ALL DIMENS ONS BEFORE BEGINNING CONSTRUCTION. 2. ALL DIMENSIONS ARE FRC'M BACK OF CURB TO BACK OF CURB. 3. CONTRACTOR SHALL MEE WITH ENGINEER ON -SITE BEFORE CONSTRUCTION BEGINS. 4. TRAFFIC LANE MARKINGS AND TRAFFIC FLOW ARROWS SHALL BE TYPE 11 MARKING MATERIAL AND INSTALLED IN ACCORDANCE WITH TxDOT ITEM 666. 5. AREAS TO RECEIVE NEW :ONCRETE SURFACE OR CURB AND GUTTER SHALL BE INSTALLED AS FOLLOWS: A. SAW CUT AND REMOVE EXISTING SURFACE AS REQUIRED. B. REMOVE SOIL AS REQUIRED TO MATCH NEW CONCRETE PAVEMETN SURFACE TO ADJACENT PAVEMENT SURFACE. C. INSTALL CONCRETE PAVEMENT OR CURB AND GUTTER AS PER CONSTRUCTION STANDARD DETAILS. 6. ENHANCED PAVING SHALL MATCH THE EXISTING PAVEING IN THE R.O.W. OF TEXAS AVENUE AND 11NIVERSITY DRIVE. 7. LOW MONUMENT SIGNS To BE PERMITTED SEPARATELY. PARKING ANALYSIS 1. SITE REDEVELOPMENT IS NOT INCREASING THE DEMAND FOR PARKING; THEREFORE, !HE SITE RETAINS ITS NON - CONFORMING STATUS WITH REGARD `0 PARKING. REVISION NOTES 08/05 1. EXISTING ENTRANCE FROM TEXAS AVENUE REMOVED. 52 LF OF CURB AND GUTTER INS (ALLED. 2. EXISTING AND PROPOSED HANDICAP RAMP REMOVED. SIDEWALK INSTALLED. 3. EXISTING ENTRANCE RAMP REMOVED AND 77 LF OF SIDEWALK INSTALLED. 4. EXISTING AND PROPOSED ISLANDS AND CURBS REMOVED AND *11.5 SY OF CONCRETE PAVEMENT INSTALLED. 5. PROPOSED ISLANDS AND CURBS REMOVED. 6. ENHANCED PAVING ADDED. 7. OVERHEAD LIGHTING ADDED. 8. DRIVEWAY ENTRANCE FROM TEXAS AVENUE DELETED AND . DRIVEWAY BOUNDARY ADDED. 9. EXISTING CANOPY TO REMAIN IN PLACE, EXISTING ISLANDS TO BE REMOVED, 4 PROPOSED BOLLARDS PER COLUMN ADDED. APPROVED BY CITY OF COLLEGE STATION DEVELOPMENT SERVICES APRIL 18, 20:1. POINT LIST LEGEND SEE LEGEND ON PAt;E 2 FOR NORTHING ADDITION INFORI+ATION, ® MONITORING '+YELL COVER 1 CONSTRUCTY N POINT ii CONTROL POINT v v PROPOSED C JNCRETE SURFACE PC - "X" IN CONCRETE. PROPOSED (;VERHEAD LIGHTING NOTES: 1 ELD VERIFY ALL DIMENS ONS BEFORE BEGINNING CONSTRUCTION. 2. ALL DIMENSIONS ARE FRC'M BACK OF CURB TO BACK OF CURB. 3. CONTRACTOR SHALL MEE WITH ENGINEER ON -SITE BEFORE CONSTRUCTION BEGINS. 4. TRAFFIC LANE MARKINGS AND TRAFFIC FLOW ARROWS SHALL BE TYPE 11 MARKING MATERIAL AND INSTALLED IN ACCORDANCE WITH TxDOT ITEM 666. 5. AREAS TO RECEIVE NEW :ONCRETE SURFACE OR CURB AND GUTTER SHALL BE INSTALLED AS FOLLOWS: A. SAW CUT AND REMOVE EXISTING SURFACE AS REQUIRED. B. REMOVE SOIL AS REQUIRED TO MATCH NEW CONCRETE PAVEMETN SURFACE TO ADJACENT PAVEMENT SURFACE. C. INSTALL CONCRETE PAVEMENT OR CURB AND GUTTER AS PER CONSTRUCTION STANDARD DETAILS. 6. ENHANCED PAVING SHALL MATCH THE EXISTING PAVEING IN THE R.O.W. OF TEXAS AVENUE AND 11NIVERSITY DRIVE. 7. LOW MONUMENT SIGNS To BE PERMITTED SEPARATELY. PARKING ANALYSIS 1. SITE REDEVELOPMENT IS NOT INCREASING THE DEMAND FOR PARKING; THEREFORE, !HE SITE RETAINS ITS NON - CONFORMING STATUS WITH REGARD `0 PARKING. REVISION NOTES 08/05 1. EXISTING ENTRANCE FROM TEXAS AVENUE REMOVED. 52 LF OF CURB AND GUTTER INS (ALLED. 2. EXISTING AND PROPOSED HANDICAP RAMP REMOVED. SIDEWALK INSTALLED. 3. EXISTING ENTRANCE RAMP REMOVED AND 77 LF OF SIDEWALK INSTALLED. 4. EXISTING AND PROPOSED ISLANDS AND CURBS REMOVED AND *11.5 SY OF CONCRETE PAVEMENT INSTALLED. 5. PROPOSED ISLANDS AND CURBS REMOVED. 6. ENHANCED PAVING ADDED. 7. OVERHEAD LIGHTING ADDED. 8. DRIVEWAY ENTRANCE FROM TEXAS AVENUE DELETED AND . DRIVEWAY BOUNDARY ADDED. 9. EXISTING CANOPY TO REMAIN IN PLACE, EXISTING ISLANDS TO BE REMOVED, 4 PROPOSED BOLLARDS PER COLUMN ADDED. APPROVED BY CITY OF COLLEGE STATION DEVELOPMENT SERVICES APRIL 18, 20:1. POINT LIST POINT DESCRIPTION NORTHING EASTING ELEV. CONTROL POINTS 1 PC - "X" IN CONCRETE. 5044.64 5183.85 N/A 2 PC - "X" IN CONCRETE. 5074.42 5174.05 N/A 3 PC - 1/2" IR 5171.72 5155.11 N/A 4 PC - "X" IN CONCRETE. 5053.08 5349.69 N/A 5 PC - 1/2" IR 5189.91 5309.62 N/A 6 PC - "X" IN CONCRETE. 5019.16 5214.84 N/A CONSTRUCTION POINTS 101 C OF 1' -0" R 5043.80 _ 5248.45 - N/A 102 C OF 1' -0` R 5027.51 5250.91 N/A 103 C OF 6" R 5028.98 5253.30 N/A 104 C OF 1' -0" R 5047.83 5275.15 /A 105 C OF 1' -0" R 5048.77 5281.39 _N N/A 106 CR OF BC 5030.26 5285.19 N/A 107 CR OF BC 5036,46 5331.91 N/A 108 CR OF BC 5054.46 5345.78 N/A 109 CR OF BC 5078.31 5341.82 N/A 110 CR OF BC 5104.22 5335.87 N/A 111 CR OF SC 5127.28 5328.78 N/A 112 CR OF BC 5147.28 5325.90 N/A 113 BC - BEGIN NEW CURB. 5146.43 5338.41 N/A 114 C OF V -0" R 5197.28 5310.04 N/A 115 BC, CR OF CONC. PAD., PC 5197.38 5306.38 N/A 116 BC - BEGIN NEW CURB. 5219.81 5309.81 N/A 117 C OF 30' -6' R 5055.42 5219.82 N/A 118 C OF 30' -6" R 5074.38 5203.90 N/A 119 8C, PT 5035.81 5196.46 N/A 120 BC, PT 5054.77 5180.54 N/A 121 CR OF BC 5057.88 5345.20 N/A 122 CR OF BC 5024.93 5218.94 N/A 123 CR OF BC 5024.90 5221.04 N/A 124 CR OF BC 5063.02 5175.44 N/A 125 CR OF BC 5064.95 5174.90 N/A 126 BC, PT 5145.57 5319.61 N/A 127 BC, PT 5154.05 5316.59 N/A 128 C OF 4' -6" R 5149.81 5318.10 N/A 129 BC, PT 5155.22 5319.89 N/A 130 CR OF BC 5141.14 5323.84 N/A 131 CR OF BC 5143.02 5323.17 N/A 132 CR OF BC 5106.14 5335.28 N/A 133 BC' 5128.53 5332.58 N/A 134 CR OF BC 5107.31 5339.11 N/A 135 CR OF BC 5105.40 5339.69 N/A 136 CR OF BC 5079.07 5345.75 N/A 137 CR OF BC 5060.50 5348.82 N/A 138 CR OF BC 5059.85 5344.87 N/A 139 CR OF SC 5142.48 5327.61 N/A 140 BC - BEGIN NEW 5019.07 1 5304.12 1 N/A 141 1 BC - BEGIN NEW COU, 1 5013.00 t 5252.97 N/A ABORENATIONS: BC - IA C CET/ CR COtiriER; PC - PROPERTY CORNER; Y TOP -OF -CURB: TP - TOP -OF PAVEIAETI y� 1 l I t, >' M U) Z Q CL O� U �V- F" I c b J �> 6a N W 2 Lu 0 N W Z W > ► Q a tea: x N C} =' a V s. U ' or :c. N PLANS DO NOT MlCLUOE NECESSMY REVISED BY: ESA NENTs FOR CONSTRUCTION SAFETY. DATE: Nov. 2000 MMTIQ sum= UM Tum REVISED BY: Jw6 Tt OWV. THERE MAY + AM MY 9MMIN. TM DATE: AUG, 2002 SMALL BE PAUSPONSIKA FOR THE AN O PROTEC iOtI OF ALL BURIED tmun SCALE: AS SHOWN RING INC: 029(X)1 - 001 -0381 PACT. 3 Cif 5j PAGES n ,In. M ri V s. :c. C 1 ... cN r ~ h+ X c c cc cc 0 1 S y ?� I A DRAWN BY: JDBrEBA DATE: SEPT. 2" APPROVED BY: .TDB DATE: SEPT. 2000 N PLANS DO NOT MlCLUOE NECESSMY REVISED BY: ESA NENTs FOR CONSTRUCTION SAFETY. DATE: Nov. 2000 MMTIQ sum= UM Tum REVISED BY: Jw6 Tt OWV. THERE MAY + AM MY 9MMIN. TM DATE: AUG, 2002 SMALL BE PAUSPONSIKA FOR THE AN O PROTEC iOtI OF ALL BURIED tmun SCALE: AS SHOWN RING INC: 029(X)1 - 001 -0381 PACT. 3 Cif 5j PAGES n ,In. UNIVERSITY DRIVE (ASPHALT SURFACE) (R.O.W. VARIES) SAWCUT AND REMOVE EXISTING CONCRETE AND REPLACE W /CURB UNIVERSITY DRIVE (ASPHALT SURFACE) (R.O.W. VARIES) EXISTING AREA TO BE LANDSCAPED & GUTTER AND SIDEWALK TO - d° ° ° e MATCH EXISTING TOP OF CURB. -$- � SEE DETAIL PAGE 3. 6pSANG °a a q ° a q a ° d 11 AY // _ . �. a q a q q e/ - 0 �% .. ! • . - •. m f { :.341 "�+- • . .. , •- - ., : - - -• •• .:'�:. W � � d / -341 .� \ �- :342 / d o d /` a x":342 ° 1.. e / r �. .tea .� HOSE l ° BIB a r.. r te_ - n }� �•. '. _ _ — 342 I �-�-- I ° °° °` a ° d I d I DRIP. LINE o " —' 3427 e e e It /G ° d d ° a� I ; OF CirK�Y 'I \ / \ / ^ � /( •\ CA ° W P a I ° I ° I ° o EXISTING - ( a e CA p e ° ° \ WATER METER d 0 ° ° ° db ° a EXISTING WATER ° v ° �a d a ® ° e I ° d d° I •�` METER 4 a 2 "0' p ° � DRIP LINE ' \ I ° ° EXISTING` EXIS G ° ° a a ° OF 'CANOPY'. B I m d °� °� -` BLOCK LO K ° d ° I ° \ BUILD NG d d ° d : a d BUILDING I PT UTILI d ° E= T ING r ° ° a I ° (° ±1,46 5 S.F. I ( UTILITY EASEMENT TYPE 3 HANDICAP o i \ a ' d .: ° I ° ° — 1 • ` f 1,465 S. F. - -- RAMP ° I ,� 4r- - -� — °� — o \ ` •` a °I ��� "'�•" �_' ° ° a \ SAWCUT AND REMOVE ° la �! °a e d •` EXISTING DRIVE AND X• ° ° aq. a °. qa qa qd a aq d q ° ° q °A ad a• a a d o d I REPLACE W/24 WIDE DRIVE. aaaa.aaq aa °a a a °a 4 °a °qq °a as °da °a °4 a r� TO BE ENTRANCE ONLY. aae e4 q4 aaa a aa4wdaaea ° aa a ea ° ea °aa a4 °aa a a q q aq a a sp, as d q aq a o q a 4 a ° ° 4a ° °a ° a d ° d a e° ° a e A a ° a ap A e a aq qq a• .0. a •a a aq� as as as q as a \ �. - qa a° q ° a q ° a.a ° q ° aa ° a ° ° °q,��ad °qa °daa ° 4e °4 ae ° ° ae w °a ° e 1?, OPO�ED q rs /�� .. .I a aq q Aq dq q a a aq• d a qaa a qa as •°a. as I I a - a q 4 4 4 - a • E•TAL /BLOCK ' W a rs a ' \ W e q4° a ° ° °.a4 °ag4e G aga a a Pk�OPOSED. a °a as a 'a ° °a °• a a °a a a a a a Aq a a a d �. a ba as ° a a ° w eq a q�. . 4 - 4 , 4 wa 4 a aq a as A 4a a °ada t �4 4 ° a ° eq ° ° ,4 • W Yr W ' \ . = Q ae °° qqe a ae ° °e ° ° ad °PAVECMENT 4 a° aa°aa ° ° a °a w 1 , I S F.'. W \ I Z a a a a a a s j a a a d o - 44i. 4 4 -1 w a a •- Q 3 ° W q a 4 '�q d q a ' aq q , q q a a Z IU6 N °C.i ° : 15' -0" °° ° ° ° ° ° ° q q 4a aaO ° °•° a4 °6a a a°q° as ° e ° ° � w F COa • •i • •q • + •• •a •� ° � a j• ••� • 4a 6 e •q 4 as °• �'� la \ - _ _ W • • t,+ • s • • �• d aq. as iq • ' • a a ° a W o d c a • • • #i * 1sw�t __ aa ��� ` a s wa j �Ra �a ••� q q qa aq E ,, . , .. • m • • a • • 7q • ISTING • 7 •�iw� •• ! #• •a` • •� °Sq at °a °q a Q 9h ° I _ ,'' A` - a° e a aaa e °4e e °a a ae • • - • a • 4q aq q q ° LO CK I Q U) > a x `� I I ° °° °a4 °4a qaa °qQa :'% X B IL j.: \'.' ' ' . y J ?� ' d 14 44 a °aa aaq : / _ . • `' I I I Q $ °' ° ° d ° ° b °° a °4 ° J �t1 833 S.F. _ Q a \ �' . \ O d q aq q qaa a d a geaa q I _ y a \ _ �3� - W a ° < °qa °a A °sae ° °a °a . IL re B ° y \ 7�: I I I U) 14 ae eaaa��ee .: \. • . :. \ I` d a q ° a° a a 4 a q a °: TRANSFORMER ''' EXISTING TRANSFORMER a q a a s a q a s PADS ° a a a4 a ° e ° s ° �a_ae1a a • • / PADS U I I ° a as�° ea aaa a :. J2' X 12'' 6' BUILDING �� da ° a 4 a q a qqa a `lR1MPSTER . E�iCIOSURE ' \ SETBACK / TYPE 3 HANDICAP ° q ° d a ° a ° a a A a a a ° r RAMP a ° a a d a a r ° \ °° °° °° •° ° t Q EXdSITNG Q l / ° a p DRIVEWAY ° ° 0 25 6 _340 ° SS ° i — 8S EXISTING 8 . _ _._. _ - - _ d � _ - 'J ' J 9 / SAN. SEWER EXISnVG / 8S EXISTING TREE 4 4 4 4 4 •° ° /- ° / DRIVEWAY � g5 - TO BE i i qa d °° °° - —� REMOVED. ; — 8S aS POPLA S - TREE T ,12w STREET ,— _ _ �— � EXISTING PO R RFpCE) LT SuR A CE) CONCRETE AN REPLACE W /CURB S & ALT St1 SS 8 EXISTIN WATER ` pSPHp` F CE) SAWCUT D REMOVE E r EXISTING 12" A /12W METER .O.Vy WATER LINE GUTTER AN SING TOP TO CURB. SP 50� R.O �) BS (50 / SEE DETAIL PAGE 3. i - -8s � — 1 12W ---12W — —1 EXING FIRE 12W — —12W — S EXISTING WATER METER HYDRANT TO BE USED FOR IRRIGATION. EXISTING FIRE HYDRANT EXISTING CONDITIONS PROPOSED CONDITIONS ° SCALE: 1" = 40' ° SCALE: 1" = 40' LOCATION MAP a SCALE: 1" = ±200' COPYRIGHT 2000. ASH & BROWNE INC. 1029001-001-03 GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 —HOURS PRIOR TO BEGINNING CONSTRUCTION, INTERIM DOCUMENT ISSUED FOR \ `� II F THE CONTRACTOR SHALL CONTACT THE FOLLOWING, BUT NOT LIMITED TO SITE NOTES REVIEW AND COMMENT, NOT INTENDED 1. THE CURRENT OWNER OF THE PROPERTY IS U —HAUL CO. OF AUSTIN, 12611 FOR BIDDING OR CONSTRUCTION. A. DIG TESS 0 1- 800 - 344 -8377 RESEARCH BLVD. , AUSTIN TEXAS 78759. — — 4S — — EXISTING SANITARY SEWER LINE /SIZE B. CITY OF COLLEGE STATION — ELECTRICAL DIVISION 0 979 - 764 -3681 }� (INCHES) C. CITY OF COLLEGE STATION — WATER & SEWER DIVISION 0 979 - 761 -3435 2• THE PROPERTY CONSISTS OF LOT 28 OF THE D.A. SMITH SUBDIVISION AND By: —� L— — EXISTING SANITARY SEWER MANHOLE D. T.C.A. CABLE 0 979 - 846 -2229 LOTS 12 AND 13 OF THE REVISED ARMSTRONG ADDITION. THE TOTAL AREA E. LONE STAR GAS (LOCAL) CAD 979 - 774 -2501 OF THE THREE LOTS IS APPROXIMATELY 25,773 SF (.592 AC). THE LOTS P• ' NO. � �$ 4s PROPOSED SANITARY SEWER LINE /SIZE ARE CURRENTLY ZONED C -1. (INCHES) 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE 3. THE TWO TRACTS TO THE EAST (LOT 1 AND 18 OF THE FRANK VISOSKI) STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS ARE CURRENTLY ZONED C -2. �- PROPOSED SEWER CLEANOUT FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SITE PLAN EXISTING WATER LINE /SIZE (INCHES) SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL 4. THE SITE CURRENTLY IS DEVELOPED AND CONSISTS OF TWO BLOCK CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. BUILDINGS, A CANOPY, AND CONCRETE AND ASPHALT PAVING. �}— EXISTING FIRE HYDRANT 3. TRENCH SAFETY SHALL BE PROVIDED IN ACCORDANCE WITH O.S.H.A. 5. THE PROPOSED USE OF THE PROPERTY IS A SHOWROOM AND INSTALLATION T FACILITY. ADDITIONS TO THE SITE WILL INCLUDE A NEW 1,500 S.F. METAL PROPOSED IRRIGATION LINE STANDARD 29 CFR PART 1926 SUBPART P UHAUL STORE IMPROVEMENTS BUILDING, PARKING, AND LANDSCAPING. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. » » 519 Texas Avenue S. PROPOSED WATER METER 6. THE PROPERTY IS LOCATED IN THE UNSHADED FLOOD ZONE X AND DOES CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR NOT LIE WITHIN THE 100 —YEAR FLOOD PLAIN AS SHOWN ON THE F.I.R.M. Colleg Station, Texas 770 — 4G — EXISTING GAS LINE /SIZE (INCHES) CONSTRUCTION SAFETY. (FLOOD INSURANCE RATE MAP), MAP NUMBER: 4804100144 C, EFFECTIVE 9 84 of EXISTING OVERHEAD ELECTRICAL 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE DATE: JULY 2, 1992 LOTS 12 & 13 OF THE REVISED ARMSTRONG ADDITIOI CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR (0.341 AC.) EXISTING POWER POLE LOCATING AND PROTECTING OF ALL BURIED UTILITIES. AND PROPOSED 6' HIGH SCREEN FENCE 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION LOT 28 OF THE D. A. SMITH SUBDIVISION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL US ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF (0 .251 Ac.) ASPHALT SURFACE SEDIMENT FROM THE PROJECT SITE. 7. AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED AREAS TO BE SIZED AND CC MEMFM" DATE: JUNE 5, 2000 0000000 INSTALLED BY OTHERS. L 0 0 0 0 0 0 PROPOSED CONCRETE SURFACE DEVELOPERIAPPLICANT: ENGINEER: ° ° ° ° ° ° U -HA UL CO. OF AUSTIN 12611 RESEARCH BLVD. ASH & DAMMM E1VGHWJtVT0 . CONCRETE SURFACE Phone :800-317-2994 p '°� �� Fax 979-694--%94 • �. PA[`.F i AC 3 PA[:FS VT.- &-Aw f sA -rdmrr S � 00 s A M� �C�pG°30�1C��t1C�[ J4� FE61R ARMSTRONG I iTi 1 [4 DINT LOTS 12 = 13 AND F. SMITH U IVISION LOT 2 42 519 T XAS AVENUE SOUTH COLL GE STATION, TEXAS T• E' ��� ifflill, u A I zo "711 TEXAS A&M UNIVERSITY LOCATION MAP SCALE: 1' =200'3 O 0 E L •V E TI PAGE DESCRIPTION 1 COVER SHEET, PROJECT LOCATION, INDEX 2 EXISTING AND PROPOSED SITE CONDITIONS 3 SITE LAYOUT PLAN 4 LANDSCAPING PLAN 5 CONSTRUCTION STANDARD DETAILS INTERIM DOCUMENT ISS AM FOR REVIEW AND COMMENT, NOT INTENDED FOR BIDDING OR CONSTRUCTION. By Daft: P.E. NO. 6M , OMMENDED F4R CONSTRUCTION C�o mu ( ®)m mq zmq Pa. # o T ow � VL: 1 U L5 ° Ln ,%Ql Q D. A@NV ]C� MaDHEOG3M Da(�o Po D z cl cc Q ft W CL W Z� z W O F v0 J V cli 4, H VV M U 00 M O � 00 cv oa �r 0 102900 001 - 05 PAW i Ow 5 P/kOESf © COPYRIGHT 2000. ASH & BROWNE ENGINEERING, INC. EXISTING GAS VENT EXISTING PEDESTRIAN CROSSWALK SIGNAL EXISTING HIGHWAY SIGNAGE EXISTING SIGNAL LIGHT W W N W t3 IL 02 v 7 3`: - 12 'A; -- ® WATER METER — — —4W— — — WATER MAIN WITH SIZE -9 FIRE HYDRANT ® WATER VALVE — — SEWER CLEANOUT SEWER MANHOLE —4S— — — WASTEWATER MAIN do SIZE — G — — — GAS MAIN —x— — — FENCE POWER POLE WITH GUY WIRE - - - - - - UE - - - - - - UNDERGROUND ELECTRICAL of OVERHEAD ELECTRICAL - - - - - - T - TELEPHONE CABLE o CAN /TELEPHONE PEDESTAL e R.O.W. /PROPERTY LINE 0 TREE PROPOSED 6' HIGH SCREEN FENCE M FIRE HOSE FROM FIRE HYDRANT. �� M •� S v ILI o i I , cam I I HOSE BIB — 3 4 2 ?; a —e e EXISTING WATER METER \ \ \ _ •� r \ I EXISTING 10' UTILITY EASEMENT UNIVERSITY DRIVE (ASPHALT SURFACE) (R.O. W. VARIES) EXISTING FIRE HYDRANT EXISTING CONDITIONS SCALE: 1" = 20' EXISTING GAS VENT EXISTING PEDESTRIAN CROSSWALK SIGNAL EXISTING HIGHWAY SIGN EXISTING SIGNAL LIGHT TYPE 2 HANDICAP RAMP W W Z W � Q Q `o O EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, Q TYPE 2 HANDICAP RAMP "NE CONTRACTOR SHALL CONTACT THE FOLLOWING, BUT NOT LIMITED TO: A. DIG TESS O 1 -800- 344 -8377 B. CITY OF COLLEGE STATION - ELECTRICAL DIVISION O 979 - 764 -3681 C. CITY OF COLLEGE STATION - WATER do SEWER DIVISION O 979 - 761 -3435 D. T.C.A. CABLE O 979 -846 -2229 E. LONE STAR GAS (LOCAL) O 979 - 774 -2501 I 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS F77. - - 7 FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING ASPHALT SURFACE REMAINDER 01' LOT 13 OF THE SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL REVISED ARMSTRONG ADDITION. (VOLUME 155, PAGE 375) 3. 'TRENCH SAFETY SHALL BE PROVIDED IN ACCORDANCE NTH O.S.H.A. CONCRETE SURFACE ; STANDARD 29 CFR PART 1926 SUBPART P. Al THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. flu CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR � • � `� i� � ' � �' , ' ' { ';�• ;j Ij j� CONSTRUCTION SAFETY. EXISTING TRANSFORMER PADS 5. BUILDING SETBACK ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PROPOSED BRICK PAVERS - SEE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAGES 3 & 4. LOCATING AND PROTECTING OF ALL BURIED UTILITIES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION o PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 7. AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED AREAS TO BE SIZED AND INSTALLED BY OTHERS. 8. SEE PAGE 3 FOR SITE LAYOUT PLAN. 9. S EE PAGE 4 FOR LANDSCAPING PLAN. - _ — 3 3- EXISTNG 8' - SANITARY SEWER EXISTING DRIVEWAY �� — - _ �� - — —� EXISTING PECAN _ - ��R gTREET TREE pc S URFACEI MET' R SF MALT (A (rjQ R•0 12' WATER LINE UNIVERSITY DRIVE (ASPHALT SURFACE) (R.O. W. VARIES) EXISTING FIRE HYDRANT EXISTING CONDITIONS SCALE: 1" = 20' EXISTING GAS VENT EXISTING PEDESTRIAN CROSSWALK SIGNAL EXISTING HIGHWAY SIGN EXISTING SIGNAL LIGHT TYPE 2 HANDICAP RAMP W W Z W � Q Q `o O EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, Q TYPE 2 HANDICAP RAMP UNIVERSITY DRIVE EXISTING DRIVEWAY TO BE (ASPHALT SURFACE) REM AND REPLACED MATH (R,O,W, VARIES) SIDEWALK. SEE PAGE 3 FOR EXISTM NOVEWAY TO BE REMOVED - _ es - - _AND REPLACED WITH LANDSCAPING. SEE PAGE 3 do 4 FOR DETAILS. 1,2 /! SITE NOTES: 1. THE CURRENT OWNER OF THE PROPERTY IS U -HAUL CO. OF AUSTIN, 12611 RESEARCH BLVD., AUSTIN, TEXAS 78759. TELEPHONE NUMBER OF OWNER IS 800 - 317 -2994. 2. THE PROPERTY CONSISTS OF LOT 28 OF THE D.A. SMITH SUBDIVISION AND LOTS 12 AND 13 OF THE REVISED ARMSTRONG ADDITION. THE TOTAL AREA OF THE THREE LOTS IS APPROXIMATELY 25,773 SF (0.592 AC). THE LOTS ARE CURRENTLY ZONED C -1. 3. SETBACK LINE ARE BASED ON FRONT OF SITE BEING ALONG UNIVERSITY DRIVE. THEREFORE, A ZERO SIDE SETBACK LINE WILL BE TAKEN FOR THE INTERIOR PROPERTY LINE. 4• THE TWO TRACTS TO THE EAST (LOT 1 AND 18 OF THE FRANK VISOSKI SUBDIVISION) ARE CURRENTLY ZONED C -2. 5. THE SITE CURRENTLY IS DEVELOPED AND CONSISTS OF TWO BLOCK BUILDINGS, A CANOPY, AND CONCRETE AND ASPHALT PAVING. 6. THE PROPOSED USE OF THE PROPERTY IS A SHOWROOM AND INSTALLATION FACILITY. ADDITIONS TO THE SITE WALL INCLUDE A NEW 1,500 S.F. METAL BUILDING, PARKING, LANDSCAPING AND HARDSCAPING. 7. THE PROPERTY IS LOCATED IN THE UNSHADED FLOOD ZONE "X" AND DOES NOT LIE WITHIN THE 100 -YEAR FLOOD PLAIN AS SHOWN ON THE F.I.R.M. (FLOOD INSURANCE RATE MAP), MAP NUMBER: 48041CO144 C, EFFECTIVE DATE: JULY 2, 1992. 8. THIS PROPERTY IS SUBJECT TO A CITY OF BRYAN BALNKET ELECTRIC EASEMENT DESCRIBED BY DEED RECORDED IN VOLUME 98, PAGE 222 OF THE DEED RECORDS OF BRAZOS COUNTY. THIS APPRAENTLY REFERS TO TA FORM POWER LINE ALONG TEXAS AVENUE NO LONGER IN SERVICE AND HAS BEEN REMOVED. n+eaa rows oo m" Now= pacnamy cowoomwra row cd+srwucrw $&pm. © COPYRIGHT 2000. ASH do BROWNE ENGINEERING, INC. EXISTING AREA TO BE LANDSCAPED. 1 e c e e \o INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDED FOR BIDDING OR CONSTRUCTION. By P. . NO. �� .._....._ — 3427 -e c i EXISTING WATER METER I 10' UTILITY l EASEMENT -e c ems: SEE SITE LAYOUT PLAN PAGE 3 FOR LOCATION OF NEW PAVEMENT AND CURB LAYOUT INFORMATION. O � o -+ o r o a d W 1 1 , a Z :1 P ..t a V . ao_ O 3 0 V °0 .0 0 M �y oo 00 Q oW-) N Q 9 DRAMM 9Y.- J0NA1111111► DIAIW IVr• Its► API t1 BY: �► DATE. �ooN► ' BY: cos DATE: NX:T. L, ZAP RENN 91f: DATE:' SCALE: As NwaMrN 1029001 - 001 -03 PA3E Z OF 5 PAIIIIIES . Y f GENERAL NOTES: 1. 'ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, "NE CONTRACTOR SHALL CONTACT THE FOLLOWING, BUT NOT LIMITED TO: A. DIG TESS O 1 -800- 344 -8377 B. CITY OF COLLEGE STATION - ELECTRICAL DIVISION O 979 - 764 -3681 C. CITY OF COLLEGE STATION - WATER do SEWER DIVISION O 979 - 761 -3435 D. T.C.A. CABLE O 979 -846 -2229 E. LONE STAR GAS (LOCAL) O 979 - 774 -2501 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS F77. - - 7 FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING ASPHALT SURFACE SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 3. 'TRENCH SAFETY SHALL BE PROVIDED IN ACCORDANCE NTH O.S.H.A. CONCRETE SURFACE STANDARD 29 CFR PART 1926 SUBPART P. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. flu CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR PROPOSED LANDSCAPING - SEE CONSTRUCTION SAFETY. PAGE 4. 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PROPOSED BRICK PAVERS - SEE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAGES 3 & 4. LOCATING AND PROTECTING OF ALL BURIED UTILITIES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 7. AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED AREAS TO BE SIZED AND INSTALLED BY OTHERS. 8. SEE PAGE 3 FOR SITE LAYOUT PLAN. 9. S EE PAGE 4 FOR LANDSCAPING PLAN. 1,2 /! SITE NOTES: 1. THE CURRENT OWNER OF THE PROPERTY IS U -HAUL CO. OF AUSTIN, 12611 RESEARCH BLVD., AUSTIN, TEXAS 78759. TELEPHONE NUMBER OF OWNER IS 800 - 317 -2994. 2. THE PROPERTY CONSISTS OF LOT 28 OF THE D.A. SMITH SUBDIVISION AND LOTS 12 AND 13 OF THE REVISED ARMSTRONG ADDITION. THE TOTAL AREA OF THE THREE LOTS IS APPROXIMATELY 25,773 SF (0.592 AC). THE LOTS ARE CURRENTLY ZONED C -1. 3. SETBACK LINE ARE BASED ON FRONT OF SITE BEING ALONG UNIVERSITY DRIVE. THEREFORE, A ZERO SIDE SETBACK LINE WILL BE TAKEN FOR THE INTERIOR PROPERTY LINE. 4• THE TWO TRACTS TO THE EAST (LOT 1 AND 18 OF THE FRANK VISOSKI SUBDIVISION) ARE CURRENTLY ZONED C -2. 5. THE SITE CURRENTLY IS DEVELOPED AND CONSISTS OF TWO BLOCK BUILDINGS, A CANOPY, AND CONCRETE AND ASPHALT PAVING. 6. THE PROPOSED USE OF THE PROPERTY IS A SHOWROOM AND INSTALLATION FACILITY. ADDITIONS TO THE SITE WALL INCLUDE A NEW 1,500 S.F. METAL BUILDING, PARKING, LANDSCAPING AND HARDSCAPING. 7. THE PROPERTY IS LOCATED IN THE UNSHADED FLOOD ZONE "X" AND DOES NOT LIE WITHIN THE 100 -YEAR FLOOD PLAIN AS SHOWN ON THE F.I.R.M. (FLOOD INSURANCE RATE MAP), MAP NUMBER: 48041CO144 C, EFFECTIVE DATE: JULY 2, 1992. 8. THIS PROPERTY IS SUBJECT TO A CITY OF BRYAN BALNKET ELECTRIC EASEMENT DESCRIBED BY DEED RECORDED IN VOLUME 98, PAGE 222 OF THE DEED RECORDS OF BRAZOS COUNTY. THIS APPRAENTLY REFERS TO TA FORM POWER LINE ALONG TEXAS AVENUE NO LONGER IN SERVICE AND HAS BEEN REMOVED. n+eaa rows oo m" Now= pacnamy cowoomwra row cd+srwucrw $&pm. © COPYRIGHT 2000. ASH do BROWNE ENGINEERING, INC. EXISTING AREA TO BE LANDSCAPED. 1 e c e e \o INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDED FOR BIDDING OR CONSTRUCTION. By P. . NO. �� .._....._ — 3427 -e c i EXISTING WATER METER I 10' UTILITY l EASEMENT -e c ems: SEE SITE LAYOUT PLAN PAGE 3 FOR LOCATION OF NEW PAVEMENT AND CURB LAYOUT INFORMATION. O � o -+ o r o a d W 1 1 , a Z :1 P ..t a V . ao_ O 3 0 V °0 .0 0 M �y oo 00 Q oW-) N Q 9 DRAMM 9Y.- J0NA1111111► DIAIW IVr• Its► API t1 BY: �► DATE. �ooN► ' BY: cos DATE: NX:T. L, ZAP RENN 91f: DATE:' SCALE: As NwaMrN 1029001 - 001 -03 PA3E Z OF 5 PAIIIIIES . Y f SAWC UT AND REMO%W EXISTING DIIl11E AM REPLAIX WTH CUR13 BON PAVERS AS PER &.911M AND SMEWALK TO PROPOSED LOW E)QSTING SIDEWALK. MAXI EXISTING TOP OF CURB UNIVERSITY DRIVE PROFILE SIGN MO PAVEMENT SWACE. LEGE EAlD 35 LF aM ANO GUTTER SEE LEGE N 2 FOR Oft SIDEWALK. lI ADDITION WORMAnON. T EXISTING GAS VENT _ _ ---- v v c i G - - - - " G PROPOSED LAADSCAPE - ` _ ® MONITORING WELL COVER v v v v v v v v -- - AREA - SEE PAGE 4. v V S , v v v v v v v v V V 117 r 1 I I ',T It L T v v v v v C' V V v V v v ]?'v - v b 2 LI i t �1 I�.. L I 1 T T 'I � v v v v v v v v v v v y�r v v 1 CONSTRUCTION POINT .. V v v V V V IV C V 6 S j Z 1 L T_ t.. C CONSTRUC 1 T�j -- .. V V V vvv V % V v V v V V V V - _.. -_- - - N', .._ _ _ _. __ -___ „ .. __ - L+Y EXISTING PEDESTRIAN CROSSWALK SIGNAL vv vvvvvvvvvvvvv y ' -_ . 1- ;_ = CONTROL POINT v v v v v c v v v v v v ] `✓� EXISTING BRICK ' i I 1 ' v i PROPOSED CONCRETE SURFACE v v J v v v v _ E1iG CURB PAVERS ll t EXISTING HIGHWAY SK;1'IAGE /' "Y'` R3tY -8 DRAINAGE OUTLET -SEE AND GUTTER +I$ _ 44I I4I I CONST. STD. DETAILS. \' 'r REMOVED AND DISPOSE OF EMS CANOPY X AND D ISLAND. INSTALL CONCREI PAVEMENT EXISTING SIGNAL LIGHT `''`''� �, : �. � �' � AS PER CONSTRUCTION STAND DETAILS. NEW CURB ONLY ' 24' -9" r•-------------- - - - - ® 11 DRAINAGE OUTLET - SEE Cl CONST. STD. DETAILS. 22 SY) CRETE AVEMENT ! SY) 10 LF CURB AND GUTTER HANDICAP RAMP (TYPE 2) - SEE CONST. SID. DETAILS. IT 6 LF CURB AND GUTTER HANDICAP RAMP (TYPE 2) - SEE CONST. STD. DETAILS. V � V V V V V V V /6 V V V V V V v v p V V V V V v v v v `✓ v V J v v V V V v V 7 v V V V •✓ V p V V S V b �, \. V,. 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' 7 V V V V V 'J V V V V _ J V v V V V V V V V V V V V 7 V V V V V V V V V V J✓ C; \ V V V% V C V V v V V V V V V V V V V V V v V V V v V V V C' V V V I V�V V V V V V V V�V •�' V V ,. �� V V C .✓ V V V V V V V V v V v V `J V V V v V V v V 7 v v V V "' ' V ' V v v V 7 v v V V V V `I V V V' \' V V V •.J V V V V V\ V v T v V v V v V V v V v 7 v v v V V v V V V v v V v V V v v V v V C' v V v V v V v V v v 7 v C' v v V v v V V V V V v V V v V ' _ v V V V V V V v V V V t' ' , V VVVVV V V V p V V V J V V v p p V V V v p V V V V V V V v V :' V V V ✓ / V V` \' ' ` , J \. \ , v v V v F' V V V V V %7 V V v v v V V v v v V V V v v v v v v V V v V V v v V V v V v V V V V v V V V\ V V ✓ V V V V r V V V v V V V V V V V V V v v v v v V V v v V v v v v v v v v V v V v v •J V V V C' V C' V V V J v JV C' V V V V C v;'J V V J 'vV C, ' 'J V V V v V v V V Y V ' T '✓ V `J V v v p V V V V V V v V p V V V vvv V V V V vvv v 7 ': V V Vvv v v v V v V v V v v v v V V v V v^ V C' V V v C' C V V V v J ' v V V V V V V V V V C V V V V V V v v V v v v v v 7 v 'J V v v v V V V V V V V V V V v V V V ' ✓�V V V V - - 7 V V V p V v vvvv V v v v V v V V v v v v V V V V V' V V V V V V �V V J V C' V V V V v v v'J V V V V V �Y v J S ' V v V v v v V V v4mv lY ,'� �-- _. O SED C/ J V •J V V P ✓ V 'v' v V V V' ` J V V' `J v V v V v V V V v V v V V V 'J V V V V V V "' V v ., V v v V C l- V J V V J V v 'J G JJCONC TE PAVEMENT J✓ .��':� '��VST7�poi' JS,J '.,.J'J'J�'v �' p vvvv V V vvvv V , v V V V V V V v V V v V J V •v C J V V V V V v v V- v V v v v v v v v v v v V V v `J V V V v V v v v V V v V V V J J V V V Vvv V V V p p p p v V o C SOO SY) V v V V' VVVV J V V V J J ✓ V A_J V v v v I V C' ._ v V V 'J C C v V IV v V _ V V V v v v v v v V V V V V V V V V G �' V V v V V 1 7 v V v V v V v V" Cl " J J '✓ V V V v V V' V V V J \ V • V V `V v�.J J J r v v v v v v v v v V V V V V V V V V V V V V V V 'J V V V V V C" - ' v ., - Vr V V v V V V p V V V '✓ 'J V V V V V v V V V V V V V V V V �T '✓ V V V V V V V .,, y V V' V • V V V V 'J V 7 v v v v v p p V v v V V J V V V V V V v V V V C ! V V J V v v V V 7 V V v v V v v V' V V V V J - ' V V V V V V 'e' V V V V 'J V V V V' " V "✓ V V V V V V g O v v V V 'J V V 'J J V '✓ V V V v V V v V V V V V `� V V \'� 'J V CT ' V V v "�� v V J ✓ I ' ' J V v v v v v v v v V V V V V v V V V V p V v V V V V V v V V V ✓VCVJVV`. VV VVVV \ \VVp C, pV V V V V V 1 V v v v v V V vvv V J v . 'T v V V V V V V V V V 'J V V V V C7 C7 V V V V 'J v AF V V V V V V 7 V V v V V v V V V V V V V CT V V' vV v v V v v v v v V V v v v V V,, V V V V ' em v V V v v v v V V V V 'v V V V V ' V' v V V V d A O v V V V V ' '✓ v V V V V V V V' p V V V v V V 'J V✓ 'c v v V' ' V V C i 'J V� v J `` ``' V V v v V v v '.7 v v v V 'J V V V v v V V v ' . V v V' V V V V V V' ',' v V J V V V V '✓ ` V V v v v 'J V v V V V V V V C T i' C ' VV VV VV VVV _.___._______. _.. VVV Vvv 'v 'J vv V l' V V V J V' JV v v v v v V v v v v J J � c ' - v v v v v v vvv v v\ v vvv v v vRq'v. v v v v v 'v V Vvvv vvvvv vvvvvvvvvvvvv \ v v V v v v v v V V ✓ C - v v v v v v v v vvvvv: '. v V v V v v v v v `J v P V V V v V V V V v V V V VpVVVp pvVV'V..... � J 11 CT vwww v -vi NEW CURB ONLY ENHANCED PAVING ( *415 SF) EXISTING UTILITIES TO BE ABANDONED UPON DEMOLITION OF EXISTING BUILDING, .v \ l \ DRAINAGE STRUCTURE DRAINAGE OUTLET CAR CARRIER DISPLAY AREA i ; I �I TO EXISTING X. 6' -7" 10 I I J - R35' -O' CONCRETk PAV�MEN� (INCLUOM DUMPSTER PAD) (*42.0 SY) .i REMOVE DOVE AM REPLAC «+ •r r a• GUTT r • + • I MAT a� •• • • ' a h •, . • SITE LAYOU T SCALE: 1 " 10' )PEAR S EXISTING UTILITIES TO BE ABANDONED UPON DEMOLITION OF I EXISTING BUILDING. NOTES: 1. FIELD VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION. 2. ALL DIMENSIONS ARE FROM BACK OF CURB TO BACK OF CURB. 3. CONTRACTOR SHALL MEET WITH ENGINEER ON -SITE BEFORE CONSTRUCTION BEGINS. 4. TRAFFIC LANE MARKINGS AND TRAFFIC FLOW ARROWS SHALL BE TYPE it MARKING MATERIAL AND INSTALLED IN ACCORDANCE WITH TxDOT ITEM 666. 5. AREAS TO RECEIVE NEW CONCRETE SURFACE OR CURB AND GUTTER SHALL BE INSTALLED AS FOLLOWS A. SAW CUT AND REMOVE EXISTING SURFACE AS REQUIRED. B. REMOVE SOIL AS REQUIRED TO MATCH NEW CONCRETE PAVEMETN SURFACE TO ADJACENT PAVEMENT SURFACE. C. INSTALL CONCRETE PAVEMENT OR CURB AND GUTTER AS PER CONSTRUCTION STANDARD DETAILS. 6. ENHANCED PAVING SHALL MATCH THE EXISTING PAVEIIG IN THE R.O.W. OF TEXAS AVENUE AND UNIVERSITY DRIVE. PARKING ANALYSIS 1. SITE REDEVELOPMENT IS NOT INCREASING THE DEMAND FOR PARKING: THEREFORE, THE SITE RETAINS ITS NON - CONFORMING STATUS WITH REGARD TO PARKING. INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDED FOR BIDDING OR CONSTRUCTION. Br DNS' 1-� i z c I IL W DESCRIPTION O N vc'vc•' .' •'' '.�j V V V V '.'✓ V V V V C. PC - "X' IN CONCRETE. . . 5183.85 N/A 10 LF CURB AND GUTTER HANDICAP RAMP (TYPE 2) - SEE CONST. SID. DETAILS. IT 6 LF CURB AND GUTTER HANDICAP RAMP (TYPE 2) - SEE CONST. STD. DETAILS. V � V V V V V V V /6 V V V V V V v v p V V V V V v v v v `✓ v V J v v V V V v V 7 v V V V •✓ V p V V S V b �, \. V,. V' V V V V V C `7 C' V t7 V 7 V v V V V v V 7 V V V V v V C J V V V V ` V `,; 'J V J J J V" V C' V '! ' 7 V V V V V 'J V V V V _ J V v V V V V V V V V V V V 7 V V V V V V V V V V J✓ C; \ V V V% V C V V v V V V V V V V V V V V V v V V V v V V V C' V V V I V�V V V V V V V V�V •�' V V ,. �� V V C .✓ V V V V V V V V v V v V `J V V V v V V v V 7 v v V V "' ' V ' V v v V 7 v v V V V V `I V V V' \' V V V •.J V V V V V\ V v T v V v V v V V v V v 7 v v v V V v V V V v v V v V V v v V v V C' v V v V v V v V v v 7 v C' v v V v v V V V V V v V V v V ' _ v V V V V V V v V V V t' ' , V VVVVV V V V p V V V J V V v p p V V V v p V V V V V V V v V :' V V V ✓ / V V` \' ' ` , J \. \ , v v V v F' V V V V V %7 V V v v v V V v v v V V V v v v v v v V V v V V v v V V v V v V V V V v V V V\ V V ✓ V V V V r V V V v V V V V V V V V V v v v v v V V v v V v v v v v v v v V v V v v •J V V V C' V C' V V V J v JV C' V V V V C v;'J V V J 'vV C, ' 'J V V V v V v V V Y V ' T '✓ V `J V v v p V V V V V V v V p V V V vvv V V V V vvv v 7 ': V V Vvv v v v V v V v V v v v v V V v V v^ V C' V V v C' C V V V v J ' v V V V V V V V V V C V V V V V V v v V v v v v v 7 v 'J V v v v V V V V V V V V V V v V V V ' ✓�V V V V - - 7 V V V p V v vvvv V v v v V v V V v v v v V V V V V' V V V V V V �V V J V C' V V V V v v v'J V V V V V �Y v J S ' V v V v v v V V v4mv lY ,'� �-- _. O SED C/ J V •J V V P ✓ V 'v' v V V V' ` J V V' `J v V v V v V V V v V v V V V 'J V V V V V V "' V v ., V v v V C l- V J V V J V v 'J G JJCONC TE PAVEMENT J✓ .��':� '��VST7�poi' JS,J '.,.J'J'J�'v �' p vvvv V V vvvv V , v V V V V V V v V V v V J V •v C J V V V V V v v V- v V v v v v v v v v v v V V v `J V V V v V v v v V V v V V V J J V V V Vvv V V V p p p p v V o C SOO SY) V v V V' VVVV J V V V J J ✓ V A_J V v v v I V C' ._ v V V 'J C C v V IV v V _ V V V v v v v v v V V V V V V V V V G �' V V v V V 1 7 v V v V v V v V" Cl " J J '✓ V V V v V V' V V V J \ V • V V `V v�.J J J r v v v v v v v v v V V V V V V V V V V V V V V V 'J V V V V V C" - ' v ., - Vr V V v V V V p V V V '✓ 'J V V V V V v V V V V V V V V V V �T '✓ V V V V V V V .,, y V V' V • V V V V 'J V 7 v v v v v p p V v v V V J V V V V V V v V V V C ! V V J V v v V V 7 V V v v V v v V' V V V V J - ' V V V V V V 'e' V V V V 'J V V V V' " V "✓ V V V V V V g O v v V V 'J V V 'J J V '✓ V V V v V V v V V V V V `� V V \'� 'J V CT ' V V v "�� v V J ✓ I ' ' J V v v v v v v v v V V V V V v V V V V p V v V V V V V v V V V ✓VCVJVV`. VV VVVV \ \VVp C, pV V V V V V 1 V v v v v V V vvv V J v . 'T v V V V V V V V V V 'J V V V V C7 C7 V V V V 'J v AF V V V V V V 7 V V v V V v V V V V V V V CT V V' vV v v V v v v v v V V v v v V V,, V V V V ' em v V V v v v v V V V V 'v V V V V ' V' v V V V d A O v V V V V ' '✓ v V V V V V V V' p V V V v V V 'J V✓ 'c v v V' ' V V C i 'J V� v J `` ``' V V v v V v v '.7 v v v V 'J V V V v v V V v ' . V v V' V V V V V V' ',' v V J V V V V '✓ ` V V v v v 'J V v V V V V V V C T i' C ' VV VV VV VVV _.___._______. _.. VVV Vvv 'v 'J vv V l' V V V J V' JV v v v v v V v v v v J J � c ' - v v v v v v vvv v v\ v vvv v v vRq'v. v v v v v 'v V Vvvv vvvvv vvvvvvvvvvvvv \ v v V v v v v v V V ✓ C - v v v v v v v v vvvvv: '. v V v V v v v v v `J v P V V V v V V V V v V V V VpVVVp pvVV'V..... � J 11 CT vwww v -vi NEW CURB ONLY ENHANCED PAVING ( *415 SF) EXISTING UTILITIES TO BE ABANDONED UPON DEMOLITION OF EXISTING BUILDING, .v \ l \ DRAINAGE STRUCTURE DRAINAGE OUTLET CAR CARRIER DISPLAY AREA i ; I �I TO EXISTING X. 6' -7" 10 I I J - R35' -O' CONCRETk PAV�MEN� (INCLUOM DUMPSTER PAD) (*42.0 SY) .i REMOVE DOVE AM REPLAC «+ •r r a• GUTT r • + • I MAT a� •• • • ' a h •, . • SITE LAYOU T SCALE: 1 " 10' )PEAR S EXISTING UTILITIES TO BE ABANDONED UPON DEMOLITION OF I EXISTING BUILDING. NOTES: 1. FIELD VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION. 2. ALL DIMENSIONS ARE FROM BACK OF CURB TO BACK OF CURB. 3. CONTRACTOR SHALL MEET WITH ENGINEER ON -SITE BEFORE CONSTRUCTION BEGINS. 4. TRAFFIC LANE MARKINGS AND TRAFFIC FLOW ARROWS SHALL BE TYPE it MARKING MATERIAL AND INSTALLED IN ACCORDANCE WITH TxDOT ITEM 666. 5. AREAS TO RECEIVE NEW CONCRETE SURFACE OR CURB AND GUTTER SHALL BE INSTALLED AS FOLLOWS A. SAW CUT AND REMOVE EXISTING SURFACE AS REQUIRED. B. REMOVE SOIL AS REQUIRED TO MATCH NEW CONCRETE PAVEMETN SURFACE TO ADJACENT PAVEMENT SURFACE. C. INSTALL CONCRETE PAVEMENT OR CURB AND GUTTER AS PER CONSTRUCTION STANDARD DETAILS. 6. ENHANCED PAVING SHALL MATCH THE EXISTING PAVEIIG IN THE R.O.W. OF TEXAS AVENUE AND UNIVERSITY DRIVE. PARKING ANALYSIS 1. SITE REDEVELOPMENT IS NOT INCREASING THE DEMAND FOR PARKING: THEREFORE, THE SITE RETAINS ITS NON - CONFORMING STATUS WITH REGARD TO PARKING. INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDED FOR BIDDING OR CONSTRUCTION. Br DNS' 1-� i Z as In > O W F H • N �rI d• r a� rrOl� N � V OC Irll • FA M Q OO N_ W M N ++�I G a � a DRAWN BY: JDO/M DATE. SEPT.20DO APPROVED BY: JDs DATE. SEP 1 2000 THESE PLAITS 00 NOS► S cumx 1l ANY REVISED BY: c pllmr% 8Mx18 POII OoUSTIRICTION sAPm. DATE: NOTE: LOOATNON OP InflS eMRme ulmi" S, REWISED BY: WINE SHOWN. 10 APPNONNSNTS O/ax 71M21 E MAY 10087 UTRnlSS WHION AM NOT al•OMwL Tlb DATE: ooNTNACmN aaAU NIB: R�eePalBleLa !ON THE LOCATION AND PooviCTION OP ALL •TINTED uT%mrwL SCALE: "NOON © COPYRIGHT 2000. ASH do BROWNE ENGINEERING, INC. 1029001' - 003 - PAGE 3 OF S PAM POINT LIST z c I IL W DESCRIPTION O N EASTING 4c CONTROL POINTS IL ao PC - "X' IN CONCRETE. r � a Z as In > O W F H • N �rI d• r a� rrOl� N � V OC Irll • FA M Q OO N_ W M N ++�I G a � a DRAWN BY: JDO/M DATE. SEPT.20DO APPROVED BY: JDs DATE. SEP 1 2000 THESE PLAITS 00 NOS► S cumx 1l ANY REVISED BY: c pllmr% 8Mx18 POII OoUSTIRICTION sAPm. DATE: NOTE: LOOATNON OP InflS eMRme ulmi" S, REWISED BY: WINE SHOWN. 10 APPNONNSNTS O/ax 71M21 E MAY 10087 UTRnlSS WHION AM NOT al•OMwL Tlb DATE: ooNTNACmN aaAU NIB: R�eePalBleLa !ON THE LOCATION AND PooviCTION OP ALL •TINTED uT%mrwL SCALE: "NOON © COPYRIGHT 2000. ASH do BROWNE ENGINEERING, INC. 1029001' - 003 - PAGE 3 OF S PAM POINT LIST POINT DESCRIPTION NORTHING EASTING ELEV. CONTROL POINTS i PC - "X' IN CONCRETE. 5044.64 5183.85 N/A 2 PC - 'X" IN CONCRETE. 5074.42 5174.05 N/A 3 PC - 1 IR 5171.72 5156.11 N/A 4 PC - "X' IN CONCRETE. 5053.08 5349.69 N/A 5 PC - 1/2" IR 1 5189.91 5309.62 N/A 6 PC - "X' IN CONCRETE. 1 5019.16 5214.84 N/A CONSTRUCTION POINTS 101 C OF V -0' R 5043.80 5248.45 N/A 102 C OF 1' -0' R 5027.51 5250.91 N/A 103 C OF 6" R 5026.98 5253.30 N/A 104 C OF 1' -O" R 5047.83 5275.15 N/A 105 C OF V -0" R 5048.77 5281.39 N/A 106 CR OF BC 5030.26 5285.19 N/A 107 CR OF BC 5036.46 5331.91 N/A 108 CR OF BC 5054.46 5345.76 N/A 109 CR OF BC 5078.31 5341.82 N/A 110 CR OF BC 5104.22 5335.87 N/A 111 CR OF BC 5127.28 5328.78 N/A 112 CR OF BC 5147.28 5325.90 N/A 113 BC - BEGIN NEW CURB. 5146.43 5338.41 N/A 114 C OF 1' -0" R 5197.28 5310.04 N/A 115 BC. CR OF CONC. PAD., PC 51.97.38 5306.38 N/A 116 BC - BEGIN NEW CURB. 5219.81 5309.81 N/A 117 C OF 30' -6" R 5055.42 5219.82 N/A 118 C OF 30' -6' R 5074.38 5203.90 N/A 119 BC, PT 5035.81 5196.46 N/A 120 BC, PT 5054.77 5180.54 N/A 121 CR OF BC 5057.88 5345.20 N/A 122 CR OF BC 5024.93 5218.94 N/A 123 CR OF BC 5024.90 5221.04 N/A 124 CR OF BC 5063.02 5175.44 N/A 125 CR OF BC 5064.95 5174.90 N/A 126 BC, PT 5145.57 5319.61 N/A 127 BC, PT 5154.05 5316.59 N/A 128 C OF 4' -6" R 5149.81 5318.10 N/A 129 BC, PT 5155.22 5319.89 N/A 130 CR OF BC 5141.14 5323.84 N/A 131 CR OF BC 514302 5323.17 N/A 132 CR OF BC 5106.14 5335.28 N/A 133 BC 5128.53 5332.58 N/A 134 CR OF BC 5107.31 5339.11 N/A 135 CR OF BC 5105.40 5339.69 N/A 136 CR OF BC 5079.07 5345.75 N/A 137 CR OF BC 5060.50 5348.82 N/A 138 CR OF BC 5059.85 5344.87 N/A 139 CR OF BC 5142.48 5327.61 N/A 140 BC - BEGIN NEW CURB. 5019.07 5304.12 N/A 141 BC - BEGIN NEW CURB. 501300 5252.97 N/A ABBAENATNONS: 9C - BACK -OF -CURB: c - CENTER CL - OENIERLME CR - COR NM PC - PROPERTY OORMM PT - POINT -OF- TANGENCY: R - RADIUS; TC - TOP- OF -CUI� TP - TOP -OF PAVEMENT. - T w 1, UNIVERSITY DRIVE &l9tktg Enhanced Paving #it of Existing Curb Cu4./ Note: This flowerbed is to be irrigated by hose bib -� Ertiteanced Paving New Low Profile Sign Crtas Vent Sidewalk \ peidjoir Crosswalk Signal -- - \ Wighway Marker 5ignage ti Site Lighting .�,a F VISIBILITY TRIANGLE Exis n g 9 9 ;} ( / New Bollards ; 20 VISIBILITY , TRIANGLE Suit Rock over Weed Barrier Fabric. (gee: Landscape Architect for Instructions) 4 - Hardy Spineless Prickly Pear (5 Qol.) I - Century Ptmt (5 ga . ) 3 - Moss Boulders (Mixed sizes - See Lw'Adac*e Architect for Instructions) 1 Maiden Grass (5 Qal.) 'K' 6 Red Flomwing Yucca (5 gal.) • I - Texas Sloe (5 gal.) Existina Hoes Bib �Y ,� Vehicle D' ;y/ k. Trailer Displ - ! 4rea ---"- 20` VISOUTY .TRifut�C.L.E } Traffic Flow Arrows (Pointe.. - surface) .; Traff Lane Marker (Pain ! e,. = ur face) Existing Water Meter u� ICI Protect Trees During Construction (See 05 / 5heet 4) rte r, - x.m (Solid Sod) Ot (To be watered I !. x vatic Irrigation System.) : 6 - Ce,i (3" cal. min.) m � Existing Po <.,- (To Remain) ni s � Landscape Plan r Steel fence post at 18' on center. ligh Visibility Plasti ence material (snoi 'ence), Min 4' Nigh Tree Protection __- Fencin, a_ Place fencing 0 the drip line of all trees shown to be protected. Tree., PrDetail ect ion Fencin Ref: None Scale: NT5 Verify all dkrwnsions before construction. l J .I.Iw...�l. "r. , j / Plant List K" aQlllJW Sipe C "rran None MoUnled Nww) Pok* 2" Brass Ball Valve :A Customer Far 6 3" ` ( See Page ti Existing Water Meter u� ICI Protect Trees During Construction (See 05 / 5heet 4) rte r, - x.m (Solid Sod) Ot (To be watered I !. x vatic Irrigation System.) : 6 - Ce,i (3" cal. min.) m � Existing Po <.,- (To Remain) ni s � Landscape Plan r Steel fence post at 18' on center. ligh Visibility Plasti ence material (snoi 'ence), Min 4' Nigh Tree Protection __- Fencin, a_ Place fencing 0 the drip line of all trees shown to be protected. Tree., PrDetail ect ion Fencin Ref: None Scale: NT5 Verify all dkrwnsions before construction. l J 1080 Sq, Ft. Common Bermuda (Cynodon ciactylon) N/A Irrigation specifications Valve (Volume) #1 (23.56 GPM) � a Avg (23.56 GPN) Irrigation Specifications t 01. All main lines are to be schedule 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittings are to be schedule 40 PVC. 04. All wiring is to be 16 gauge. 05. All sleeves to be Schedule 40 PVC pipe.. 06. All valves are to be Toro 252 or Rainbird PEB series automatic valves. 07. Controller is to be Toro Greenskeeper, wall mount. 08. All valve boxes (concrete and plastic) shall remain flush with finish grade for a period of one year or will be raised /straightened at no cost to the owner. Oq. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. ' II. All irrigation ditches shall be bockfilled and tamped. Clods and debris unearthed during trenching shall be removed from the site. 12. An existing I Water Meter shall be used for the Irrigation System. 13. The Irrigation Contractor is responsible for complying with the City of College Station codes and recipirements. 14. The Irrigation Contractor is responsible for insulating the Pressure Vacuum Breaker (above ground pipes). ly Master Valve IY Electric Irrigation Valve .I.Iw...�l. i Plant List K" aQlllJW Sipe C "rran None MoUnled Nww) Pok* 2" Brass Ball Valve C rmw Tress 6 3" Cal. Cedar Elm (Ulmus crossifolia) N/A (Min. ) ShriIbe 14 in 6 5 Gal. Red f=lowering Yucca (Hesperc,loe parvifloro) N/A Q 1 5 Gat. Texas Sage (Cenizo) (L.eucophyllum frutescens) N/A O 4 5 Gal. Hardy Spineless Prickly Pear , Opuntio x 'E N/A ® 1 5 Gal. Maiden Grass (Misconthus sinens s 'Grocillimus') N/A ® 1 5 Gal. Century Plant (Agave americana) N/A 1080 Sq, Ft. Common Bermuda (Cynodon ciactylon) N/A Irrigation specifications Valve (Volume) #1 (23.56 GPM) � a Avg (23.56 GPN) Irrigation Specifications t 01. All main lines are to be schedule 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittings are to be schedule 40 PVC. 04. All wiring is to be 16 gauge. 05. All sleeves to be Schedule 40 PVC pipe.. 06. All valves are to be Toro 252 or Rainbird PEB series automatic valves. 07. Controller is to be Toro Greenskeeper, wall mount. 08. All valve boxes (concrete and plastic) shall remain flush with finish grade for a period of one year or will be raised /straightened at no cost to the owner. Oq. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. ' II. All irrigation ditches shall be bockfilled and tamped. Clods and debris unearthed during trenching shall be removed from the site. 12. An existing I Water Meter shall be used for the Irrigation System. 13. The Irrigation Contractor is responsible for complying with the City of College Station codes and recipirements. 14. The Irrigation Contractor is responsible for insulating the Pressure Vacuum Breaker (above ground pipes). ly Master Valve IY Electric Irrigation Valve - $, . l "... ".`tr Y 1;a"wJ 1'i.If �w'X • - A h f \ �p l t? • w ill r•F :. ION , , IOQ y lOH Y4 , Y l ; ,: E �' �' 5�4 � r r� ;a• �. era -:�d. �'r. t',' ,. ,. av:.^"'' :'..., .�.:; .,;. , :. �, a.w n+,, Proteci;e Trees DurkV Construction (See 05 / Shoot 4 ) Existing 4tackl erry Tress (To Remain) New Boilords (Typ) Power Role and Gulde Wire Durnpsterr Location - See Page 3 20' V151SILITY TRIANGLE POPLAR aM -- 1� ♦— v 2" Brass Ball Valve .I.Iw...�l. i Existing i" Water Meter NOT ES• Sheet i Mjrl '�""lr 2" Brass Ball Valve 01. Controller to be located on buildinill. (Location to be specifled by Ouff*r) 14 in 02. Fiowerbsd an North sidle of buikWv I# to 'be u9tared - $, . l "... ".`tr Y 1;a"wJ 1'i.If �w'X • - A h f \ �p l t? • w ill r•F :. ION , , IOQ y lOH Y4 , Y l ; ,: E �' �' 5�4 � r r� ;a• �. era -:�d. �'r. t',' ,. ,. av:.^"'' :'..., .�.:; .,;. , :. �, a.w n+,, Proteci;e Trees DurkV Construction (See 05 / Shoot 4 ) Existing 4tackl erry Tress (To Remain) New Boilords (Typ) Power Role and Gulde Wire Durnpsterr Location - See Page 3 20' V151SILITY TRIANGLE POPLAR aM -- 1� ♦— v 2" Brass Ball Valve Existing i" Water Meter NOT ES• Sheet i Mjrl '�""lr 2" Brass Ball Valve 01. Controller to be located on buildinill. (Location to be specifled by Ouff*r) 02. Fiowerbsd an North sidle of buikWv I# to 'be u9tared by Rase Bibb located on North &I& of betiding, i t 3" $IIA Ye,L. R± r : . JOINT SEALANT - 90NNESM SL1. OR APPROVED EQUAL EXPANSION JOINT - JOINT MAT M SHALL BE CEREMIAR COI.OSED CELL FOAM. OR APPROVED EQUAL STANDARD CURB & GUTTER 2 1/2' -� 1/2 SMOOTH DOWEL 1/2' 1/2 JOINT SEALED WITH SONNEBORN SLt. OR APPROVED EQUAL _ SIDEWALK REINFORCEMENT 4' 2' CLEAR COVER 3" LONG PLASTIC CAP /6 DOWEL AT 12' CC. t' T /2� T • 26 GA. STEEL. OR r PVC SLEEVE. i f R v . I . . . . . . . . . . . Ill I, A lll, k !*I W /CAP O 12' CC CONNEMN DETAIL SCALE N.T.S. MATCH EXISTING SIDEWALK — WOOD FLOAT FINISH 4' (MIN. ) REINFORCED CONCREIE SIDEWALK LONGITUDINAL EXPANSION JOINT 2' CLR. 1/4' PER 1 2^ CURB GUTTER 7. .. .: - Ia1 r' • oil, 9, ;4 1 TYPICAL CURB SECTION - SEE DETAILS THIS PAGE. N.T.S. 1/4 -R 6' 1S' R3' R3' 3' 12' 3' T LONGITUDINAL 6' 3' � —µ REBAR � 3' 24' SCALE N.T.S. -a� . -•a a -a• � a �. ► is 1 �:. W ► 1� 3.000 P.S.I. CONCRETE TOOL JOINT - 10' SPACING 1 1/2 MIN. DEPTH w TYP. TOOLED CONTRACTION JOINT 3.000 PSI CONCRETE —� IIIIic►II • 2 -3/9' X 4' X 8' BRICK PAVERS 'PAVESTONE' HOLLAND STONE I. COLOR TO BE SELECTED BY OWNVI. INSTALL PAVERS IN ACCORDANCE WITH MFG. RECOMMENDATIONS. 1/4 11 JOINT SEALED WITH SONNEBORN SL1. 114' R OR APPROVED EQUAL FORMED METAL 3/4' KEYWAY PLATE . v 1/2' /3 BARS O 12' CC, EW TYPICAL CURB AND GUTTER SECTION - SEE DETAILS THIS PAGE 1/2 SMOOTH DOWEL EXISTING OR NEW AT 12' CC. PAVEMENT SURFACE. EXISTING CONCRETE PAVEMENT SURFACE. UNDISTURBED SOT. OR 'SELECT MATERIAL' COMPACTED TO 95X STANDARD PROCTOR 1' SAND 4' R13WORCED (ASTM D698) W/MOISTURE CONTENT AT 0 CUSHION (MAX.) CON(1tETE W /#3 O TO 3X ABOVE OPT*" MOISTURE. COMPACTED CEMENT STABILIZED SAND LEVELING PAD 18'(x. EW (THICKNESS AS REQ'D). CEMENT STABILIZED SAID SHALL HAVE 1 -1/2 SACKS (MIN.) OF PORTLAND CEMENT PER ONE (1) CUBIC YARD OF SAND MIX. INSTALLATION ON T_ INSTALLATION ON TOP OF EXISTING PAVEMENT SURFACE SUBGRADE ENHANCE PAVING INSTALLATION DETAIL SCALE: N.T.S. 4' -0' (MIN.) 1/8 DEEP GROOVES X 3' -6' 4' -0' O 2 CC. 1:50 MAX �. PERMISSIBLE CONSTRUCTION 3' � CURB CURB TRANS17ION TRANSITION JOINT 6' -0' TYPICAL CURB & GUTTER LIMITS OF PAYMENT TYPE 1 N.T.S. /— AND GUTTER 6' CURB DRIVEWAY TRANSITION I! 411 i1 I I; I �IIIIIIi I t ra BEGIN CURB TYPICAL CURB dt GUTTER 4' OR 6' SIDEWALK (TYP-) 6' CURB TRANSITION I t I' � il i� l � I 6 . 6' . A 4'OR6' i I i f I i I � 1 � 1 I R 6' ( TYP* ) SIDEWALK (T�YPTMOV�6-)) SIDEWALK III I I I MAX PAYMENT = ll,� ;� BACKFILL ��I i I�i!ii�lil �il� �!�i r SAND PREPARED CUSHION SUBGRADE A SEc7m A —A PERMISSIBLE N.T.S. CONSTRUCTION LENGTH AS REM) JOINT TO MAINTAIN SLOPE (6' TYP.) TYPE 3 N.T.S. NOTES: 1. RAMP SURFACES SHALL COMPLY WITH TAS REQUIREMENTS. 2. RAMPS SHALL BE BROOM FINISHED WITH 1/4' X 1/8' GROOVES SPACED O 2' (MAX) CC. ,. RAMPS SHALL BE DOWELED INTO CURB WITH /4 SMOOTH DOWELS AT 12' CC. 4. REINFORCEMENT SIZE AND SPACING SHALL BE THE SAME AS SIDEWALK. STANDARD SIDEWALK RAMP DETAILS N. T.S. TYP. CURB SECTION - SEE DE7 SECTION A - A SCALE: N.T.S. A BRICK PAVERS (TYP-) (TYP-) -0' 3 ' rP.) 'AVER - SEE THIS PAGE z to ' a z �' 0 N; LJ �► � � � � s 4 J � IL v • V It 00 k t o p n 1 M o l o-. GO M � N f� NT SURFACE COPYRIGHT 2000. ASH do BROMINE INC. 1 029001- 001 -03 INTERIM DOCUMENT ISSUED FOR DRAW BY: Joan" REVIEW AND COMWNT. NOT INTENM DATE: am-am FOR BIDDING OR C NSTRUCTION. APMVW BV AD a - t Am- m'r.l�wf P. , NO, 9167,9 61N DATE 1 QCAt.E: �s ear�ow oo a�rerr. 1 029001- 001 -05 P *mi i OF 5 PAS : r •mi' .'S' ..A� '..f 'IIIp 1 r EnhCUICed Lill it f E-44ifiq '__Llt F'r Ra. IriLl l4' -w -ccu pr; I'lle sas vent iy i, -i I 77 F,. I E L I T L E Eri�tii i To be P-n , New Enhc� A FoOn "0' 1 , IEILIT r TP I : E ' " ' I '_ I P .2 .� I- _� 3 L I 1 7 N L E W D z Uj U) t Lou, F-Ad- E :a1:, I - 1E I L_ ; - T I I G , Z. rI _j L, e t2W 12W 01 Landscape Plan _N2if,- Verify all dimensions before construction. Ir Full it rijif 1 -1 f1.71r L i t ff NOTE: 03 Pressu,-- Asse L Bull F1.,_ we I o ..x,er I E�r Fabr ic UNIVERSITY DRIVE A' '?�_t f ln-NtI_LJ(.t10f_i: 4 Hoi J/ 5piriet� Fear r5 q'll ent LJV F1,2 e ` : +it B< ICJ+l ii. ed T--t for Instir urticn� IF • J F Ower I JI F-i-tiro once- eli y i It irq I i,. C X 41� t Tt L 'LICII q - ^tl (I t :, r, ishrtq 0,7-41--terr Tr-eo� T- T 0 — wer )n 4 , i I plant List Key Quantity Size Cayman None (Botanical Name) Points C4rnments 'I F) POP LAR lo> r Canopy Trees !«t er io I H al l r ,,- lned / el h;.iped ci��, 1, - L cvd sc ape L r _ hi ter- t It' Il�Ittvrl to jrly broken or darviciged bronche= 'arid to g,-: N/A 4'-(�" clear Trunk, (3 t f 12/14' Height, 4'/v--' SF -4 77 :J- 4., All c:, ar tc ��e T,- bit - J FEE �,er ie5 �iut,:.t i,_ -A! II F 7J ILI �i. it MC J N/A Full 0 I ,fir t lun frute5cene, 1.-: TPI _'Nt - plant List Key Quantity Size Cayman None (Botanical Name) Points C4rnments 'I F) POP LAR lo> r Canopy Trees !«t er io I H al l r ,,- lned / el h;.iped ci��, 1, - L cvd sc ape L r _ hi ter- t It' Il�Ittvrl to jrly broken or darviciged bronche= 'arid to g,-: N/A 4'-(�" clear Trunk, (3 t f 12/14' Height, 4'/v--' SF -4 Strube :J- 4., All c:, ar tc ��e T,- bit - J FEE �,er ie5 �iut,:.t i,_ -A! II F 7J ILI �i. it MC J N/A Full 0 I ,fir t lun frute5cene, N/A 1�3` Height r1in Rooted Full L) L ' rt � 1 E1115ionc - i',l 1\11A Ir! - 1,�I! - vi IcIllin I" 4ci,jht Nin Full it J "New _,_i Tre-ec," .5hol I h�ive i rninin entor Plan - 1 t 1_ F PL'N L Aher�� I for- _iJ Icit-erit I,ind u!3e_c e it�,finq i1nd Ft 11, it LCRAin b�:It tt IJJ,_) N / ;4 d F 17, _ - 6 ) the Arip line :4 _)CI, T Fen�_ Is to hf� o C,' Ht, H,: Frivat,:/ t t e t e d f 1 0 LLI e r d hrl I I be pr - e p{_Il e (J t �:, - 1 -1 ot� h ( f � 1 t It- ht_l rrigotion Specifications Max. F Avg. __ ,,'= ; , �_ ��� ���� I, y am- = - I rri ation � ecifications acuum Breaker !"-" t , _11. - Ei_ Irr tq - it, -- Irrigation Plan 02 F -� f _N Nor i Note; Yerify all. 'Man t it +4 h 4' •le,_-,r ( LvIldint] F: wrigat i,li) t -iii ? = 1 L H l l , , ,t � I� Ji I rt 2 P'f t I" Hater T I on t r t r I t or, I h! f �_ tj_)e )I`r_lr]/It_ig Lk"Ith t I a� General Notes ql2lol00 'I F) POP LAR lo> r 1211100 !«t er io I H al l r ,,- lned / el h;.iped ci��, 1, - L cvd sc ape L r _ hi ter- t It' Il�Ittvrl to jrly broken or darviciged bronche= 'arid to g,-: C: (3 1 i flItf!!Lj_- j t�. E -4 :J- 4., All c:, ar tc ��e T,- bit - J FEE �,er ie5 �iut,:.t i,_ -A! is to be Tor,:) (_Iveenl:,keeper, wall Mount. of ;Oj �'t than, t jt rirt acceptable 0 411 h jr !-:hall rea flush u ti f )- Il 1/;traiqht.-ned at I-).-, L) L ' ;,It I _j_ �D'/. L(:n d or - ir - itr,xtor i E, cllso for keeping tkw� f ltri 4' HIIAh....'�,�, Ir! j Alit Ing i, and plont in �,t,_il I cit I n. it J "New _,_i Tre-ec," .5hol I h�ive i rninin - 1 t 1_ F PL'N L Aher�� I for- _iJ Icit-erit I,ind u!3e_c e it�,finq i1nd 11 in I 'jot I on d id,: f I I A t Ljne(�ivtlied Juring tr-�ii,_iwij _i i L ft —n-, t he t acuum Breaker !"-" t , _11. - Ei_ Irr tq - it, -- Irrigation Plan 02 F -� f _N Nor i Note; Yerify all. 'Man t it +4 h 4' •le,_-,r ( LvIldint] F: wrigat i,li) t -iii ? = 1 L H l l , , ,t � I� Ji I rt 2 P'f t I" Hater T I on t r t r I t or, I h! f �_ tj_)e )I`r_lr]/It_ig Lk"Ith t I a� General Notes ql2lol00 'I F) 101 lo> r 1211100 !«t er io I H al l r ,,- lned / el h;.iped ci��, 1, - L cvd sc ape L r _ hi ter- t It' Il�Ittvrl to jrly broken or darviciged bronche= 'arid to g,-: C: (3 acuum Breaker !"-" t , _11. - Ei_ Irr tq - it, -- Irrigation Plan 02 F -� f _N Nor i Note; Yerify all. 'Man t it +4 h 4' •le,_-,r ( LvIldint] F: wrigat i,li) t -iii ? = 1 L H l l , , ,t � I� Ji I rt 2 P'f t 4 _T 11111 "' 11 1111110 4 N2LeL Install -_pt r 1er at f inish qr,.idF TopS(. i I Tor•_ I) 5Prl-? Cut 4f Nipple Lateral Tae L—it er ,Al Fipt- ' T 1 9ro 570Z Ser ies Sprinkler Pop-up N i-ie �:_, , - - NTH NOTES: ,) ca,troller to be lo,atpd i-,n hiildin . i Lo:: i,_ t.o be, if eJ . 'caner - 'Lurier I Flowerbed c 111-1 North building 15 to be Luat,erej by Hose Bibb loa:ated on North side of building OF *J ............ IsT IST 04 q/ 18yt)Q 4 L 0—AAM F_ # 1 01 pev a� General Notes ql2lol00 'I F) 101 BHL/RE1F- 1211100 !«t er io I H al l r ,,- lned / el h;.iped ci��, 1, - L cvd sc ape L r _ hi ter- t It' Il�Ittvrl to jrly broken or darviciged bronche= 'arid to g,-: C: (3 :J- -ter _11 L -, r: - Irpro.,ed L-v the installotion A of ;Oj �'t than, t jt rirt acceptable - dity F'Ti5t f or :any dirt or n f - C41 L) L ' ;,It I _j_ �D'/. L(:n d or - ir - itr,xtor i E, cllso for keeping tkw� f ltri 4' HIIAh....'�,�, j Alit Ing i, and plont in �,t,_il I cit I n. J "New _,_i Tre-ec," .5hol I h�ive i rninin 1_ F PL'N L Aher�� I for- _iJ Icit-erit I,ind u!3e_c e it�,finq i1nd geld etl�rn��nt5 et_ I lor, - vrt u-ji I I the 5 id sod -_ire,35 c Tree Protection Fend F 17, _ - 6 ) the Arip line :4 _)CI, T Fen�_ Is to hf� o C,' Ht, H,: Frivat,:/ t t e t e d f 1 0 LLI e r d hrl I I be pr - e p{_Il e (J t �:, - 1 -1 ot� h ( f � 1 t It- ht_l I I r shrill z'Culd/ f.opc_ and 1/_ Tree Protection 05 F encing Detai 1 1 t 1 In -' .- 11 t t wl• _ I f lr),y3 1 3" f h1 I around -)h tt--s In lawn or� I F-.-t for I Full year. Note! Verify all dimensions before construction. _11_laror�teed 4, Et't rell" red J_ — needed and ie, included 4 _T 11111 "' 11 1111110 4 N2LeL Install -_pt r 1er at f inish qr,.idF TopS(. i I Tor•_ I) 5Prl-? Cut 4f Nipple Lateral Tae L—it er ,Al Fipt- ' T 1 9ro 570Z Ser ies Sprinkler Pop-up N i-ie �:_, , - - NTH NOTES: ,) ca,troller to be lo,atpd i-,n hiildin . i Lo:: i,_ t.o be, if eJ . 'caner - 'Lurier I Flowerbed c 111-1 North building 15 to be Luat,erej by Hose Bibb loa:ated on North side of building OF *J ............ IsT IST 04 q/ 18yt)Q 4 L 0—AAM F_ # 1 01 C O L0 Date pev a� BNL ql2lol00 'I F) 101 BHL/RE1F- 1211100 REP C: (3 C O L0 Date pev BNL ql2lol00 'I F) 101 BHL/RE1F- 1211100 REP , _:- - heet 4 of 5 EXISTING CONDITIONS SCALE: 1" - 20' �'•�; ' " ASPHALT SURFACE CONCRETE SURFACE LOT 1 000 `' 'i1 ► ' I I �' PA O� d EGSW S* BS -- ; SANITARY SEWER _ EXISTING PECAN TREE _ ♦ � Yy EXISTING 12' WATER LINE PROPOSED LANDSCAPING - a�E PAGE 4. v1, PROPOSED BRICK PAVERS - SEE m . UNIVERSITY DRIj/E (ASPHALT SURFACE) (R.O.W. VARIES) pCpLAR STREET E w#tpHALT SURFACE) EXISTING GAS VENT C ama AL EXISTM HIGHIMAY SKiN USING SMAL Wff -G� �'�1rr` DICE v ... (ASftAV ' *WADE) EMSTM DRIVEftY K REMOVED AND RW k AM MATH ( OM— VA S) SIDEI*". SEE PAGE! -3:fW Sl oE►AILS. IW, C* A0* SI+All 'f "TACT F010 . • MW UlY TO: r, THE CURRENT OWNER OF THE PROPERTY IS U - HAUL CO. OF AUST `x$111 DIG TR S if�3= x)=-3#4• -$3 NUMBER OF at RESEARCH BLVD., AUSTIN, TEXAS 78759. TEL. fE Wt� , F t IS 800- 317 -2994. , J` r n , f >. , THE PROPERTY CONSIST%.OF LOT 26 OF TW`0 - A. SMITH SUBDIVISION AND R. T.C.A. _. a� LOTS 12 AND J3 bP THtONSED ARMSTRONG /1MT1ON- THE TOTAL AREA a y'. a OF THE WtM LOU IS APPROXDAAILY 25%773 SF (0.592 AC). THE LOTS , 2..ALi. CONS'tRUCTl& { J4, CE' OF CQ'I'M x F ARE CU "RY ZONED C -1. / . STATION S7 THE IM $TANDMOS . UNIVERSITY DRIj/E (ASPHALT SURFACE) (R.O.W. VARIES) pCpLAR STREET E w#tpHALT SURFACE) EXISTING GAS VENT C ama AL EXISTM HIGHIMAY SKiN USING SMAL Wff -G� bi 341 — --'' 1 � W o �® .7 11 I L4 m 1 J TYPE 2 HANDICAP RAMP r 1 .p <D hm Y 7 BE REMOVED _ 8S JW11M1H 1.MlDSCAPDiG a 3 PAGE 3 & 4 FOR DETALS. I r M G 1AIA�ER METER 70 DE USED FOR f0rA110N. SM SIX LAYOUT " PAM 3 FM LWAT" OF WW PAVEMENT AND AREA TO BE LANDSCAPED. . - -c — — t t t o 342 V -�34227��- - - O TER EXMTM et m I tat UwTY mium EASEMENT *1,485 S.F. i /'Mlf o 0 0 EXISMG FIRE HYDRANT �►ol Cz11 (•► GENE RAL a..'�NO 1 �'�1rr` DICE L TO (ASftAV ' *WADE) EMSTM DRIVEftY K REMOVED AND RW k AM MATH ( OM— VA S) SIDEI*". SEE PAGE! -3:fW Sl oE►AILS. IW, C* A0* SI+All 'f "TACT F010 . • MW UlY TO: bi 341 — --'' 1 � W o �® .7 11 I L4 m 1 J TYPE 2 HANDICAP RAMP r 1 .p <D hm Y 7 BE REMOVED _ 8S JW11M1H 1.MlDSCAPDiG a 3 PAGE 3 & 4 FOR DETALS. I r M G 1AIA�ER METER 70 DE USED FOR f0rA110N. SM SIX LAYOUT " PAM 3 FM LWAT" OF WW PAVEMENT AND AREA TO BE LANDSCAPED. . - -c — — t t t o 342 V -�34227��- - - O TER EXMTM et m I tat UwTY mium EASEMENT *1,485 S.F. i /'Mlf o 0 0 EXISMG FIRE HYDRANT �►ol Cz11 (•► GENE RAL a..'�NO 1 1. 71*- CONTRACTOR SHALL BE ITESPC IBLE Fes 4C.A TIOAI of ALL EXI ' '�f 45, AT LEAST 4&-4 bRS P It -: ' ; C�NS'tgUCTK)N, . Sl NOTES: IW, C* A0* SI+All 'f "TACT F010 . • MW UlY TO: 1. THE CURRENT OWNER OF THE PROPERTY IS U - HAUL CO. OF AUST `x$111 DIG TR S if�3= x)=-3#4• -$3 NUMBER OF at RESEARCH BLVD., AUSTIN, TEXAS 78759. TEL. fE Wt� H. lcw� IV" OE` ST q- ELECTRICAL DIVISfON Q 979 -- 764 -3681 w IS 800- 317 -2994. C. CIT'F =OF Anuou = TER dt.`; R 01VISION 4 979 -761 -3435 2. THE PROPERTY CONSIST%.OF LOT 26 OF TW`0 - A. SMITH SUBDIVISION AND R. T.C.A. _. •a LOTS 12 AND J3 bP THtONSED ARMSTRONG /1MT1ON- THE TOTAL AREA y'. a OF THE WtM LOU IS APPROXDAAILY 25%773 SF (0.592 AC). THE LOTS , 2..ALi. CONS'tRUCTl& { J4, CE' OF CQ'I'M x F ARE CU "RY ZONED C -1. / . STATION S7 THE IM $TANDMOS 3. THE TWO TRACTS TO INN EAST <LOIT 1 AND 18 OF THE FRANK VISOSKI Fiji WA . �` Aft, TREET H SUBDIVISION) ARE CURf 4Ti.Y ZONED C -�. ` I iNT14 } CIlY'"S STANDARDS. ALL CONST tV+OTI A 1M'i ' CITY ENgNEER'S OFFICE. 4. THE SITE CURRENTLY IS � AND CONSISTS (>F Two BLOCK ' ' BUIlAI�'.5. • A l AWY, ; .° YE AND ASPHALT PAVING. IN AC IhATH O.S.h�.A. P. 5. THE PiQP .1" OF >' I�'ROPERTY iS #tIOWROOM AND INSTALLATION TO "INE SITE Wlli I� A NEW 1,500 S.F. METAL stm tom' ; $ C T w FACIL17Y. A IIr E1E ' 4. T#fr: C1wNti'9TOF1' is` dLl, CCII►[SfR'l!L R; SETY. � A WE fW1E T5 FOR 6. BttI1.DiI G. P GAPING AND HA APING. THE PROPERTY K' lfxATEi IN THE UNSHA ` FLOOD ZONE "X" AND DOES C mxrfm S T :. NOT LIE `WIMN'THE 100 - YEAR FLOOD PLAIN- AS SHOWN ON THE F.i.R.M. 1III SHOWN, is , fl TED ON (FLOOD INSURANCE ' RATE MAP), MAP NUMBER: 48041CO144 C, EFFECTIVE ' T THAT AFt€ NOT �t 714E DATE: JULY 2. 1992. { T S A"Nt . -.., CTtt1t 'rS IALL;SE FOR L�(`A im atND' P'RO' C!"ll AW*URIED VA ITIES. 8: Tom: 'CONTRAR ALL STORM WA'i£R Pt.UTiON j `tIl'E P VEIrITI - #'ROXGT. THE CONTRACTOR SHALL ALt. CAR THE TRANSPORTATION OF 7. AU TOMA : SYSTE 'Fri' LANDSCAPED AREAS TO BE SIZED AND i5 T 4 T= & . SEE: PAGEF 3 FOR. STE LAYOUT PLAf+i, 9. Ski PAlk 4 FOR LANOSCA PWt s Q cu :p'_... ....ar•. '' �. J ,. ..: 1 1 ?- p �l't f�<�k l 0 Fir NK V 9 i 'll- 1 3 0su\ K - 7 \� 8uD 109 %#p � (a Im HOSE LOT I 1342 - -- --- - -- ►-t-- -e t - t--- -- l/ EXISTING WATER METER E)MSTM IV l UTNJTY EASEME14T U C3Co�OM�2�)O(ON INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDS FOR BIDDING OR CONSTRUCTION. gl� DAIM: P.. - -- - .�s 5 t " w !1 y •a fl y'. a ri d+ x F ��y ♦ :A h * H � s , M♦ ! � w s �S• yj�. p �l't f�<�k Y S INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDS FOR BIDDING OR CONSTRUCTION. gl� DAIM: P.. - -- - .�s t " w !1 y y'. a ri d+ x F ��y ♦ :A h * H � s INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDS FOR BIDDING OR CONSTRUCTION. gl� DAIM: P.. - -- - .�s w, `' ;. .. __ �� �' � ' ', ;,; �, A `, ° ;Y. 5 BOLIAROS EQUALLY SPACED v b v v v v `, T Pv'v cs v v v v o v v _ _ V _ -v_ v v v v v'v v c' �J �, `�. �. 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F `., , � . e6�' M. 4 d 1 4"�'ey: T'bI el �� � �d` I,.in eR:w � 1 e fir. � ���4�,::.� .. rE.. � a '. � . ::. r a �'-' �. ' - °a �`wiL".� : it t ` ' t s .� �� � S { .� ' `. . t . * ' ,:MIIINI..a 1 :..� 6 t• d1.1 §•...,. ,. �< � �� �� ` ' � � I ` � M � � „.awn i�.{,�x�1 w,.mvp�,�m s,' ..iA�.., w- :1RA,r«,. Y ^y,e`°'+,. ;�. A .& .,vr., �. � } .�'�'', 9 x ' � ��• ,, ,T aw„�N *y�'�!k'.. n ..'+e+9¢IIMd 'd ..,�... ,,�,.;,.:.. � ��..:..� .. �r �...�;.,� � � �'a��� -�+' ��;... �,x ���s���.. ,� „� ,gym �,� �,,�., "�' 'y'� n .yaxw '�^"�+tix pr�r= .�..:�� '.,.�a ±w+.w+r ✓NtW Yd � . $'yFq .+dr'�R1a+4�ew x r .. 'rtk � ,�,�- .. . � -e.', M'MFSi.'7.-. ^ ���g y Sc' pin- :.'•f9•+�^� dp ' ' ww. a�� • a. -.�a� t �...... .w � �' . .Nrt 'x a» � ..�. .xp..+e.s. a. '.s .,�� �. 'y �, .T 6j .;1, Y x 'V 1 [-. r � ":wx' ?,� yo- ., .. .. �� �R � �y ,.�4Y'9ai4. � 7 Jk � . i c Bull Rock over Weed Barrier Fabric ( see yrri,rt =it for Instructions 4 - Hardy Spineless Pri,.kly Pear i 5 gat I ..entury Pint I qal 1 3 Noss Boulders i 1`11xed Sizes - `see f x Iristru I - riolden r - Ir oa s, 5 431 1 General Notes E, Istir Enf�irIce Paving Limit of E• Isting Curb Cut /Enhanced Paving Neu Lou. Profile '^ign , was Vent Pedestrian signal Highwa, t rv+er eignage Light Pole UNIVERSITY DRIVE E - isting Tc be Removed ) New Enhanced Paving -- - - - --- r 1 er Fainted I uc• =a , r yai :11 , r t%r any broken or damaged branches and to give !r ( =rl. All Fi;.int r 1 :I a k;Jll be pruned / shaped as per landscape 4 rcfutect after installoti , t- r t%r any broken or damaged branches and to give unifvrr7�ity , -f - :�r� Quantity 02. All Flant r ! I ivlu_t be approved by the Landscape Architect before Polints instal lat ion (=r3 ✓erif, all cuar it ir'_ before installation. 04 Broken piecee then b" sc ? are not (- C?5. Lands -ape = cr�t t s respor�sib►e for clearing any dirt or n)ud fr on) N/a public roadway_- ,7rldscape Contractor is also responsible for keeping the Nin.) site clean durlr , _- , nt-truction ,and plant installation. Ill props ld "i -u �" _�rlopy Trees" -.hall have a 3" , ,al, rninirnur7�. ]I Refer to SITE F L. i by others for adjacent land uses, existing and proposed uti11 -vJ easernents, et,_ An ,automatic !I s will ewer the solid sod areas " �r' "1 Typi -al Drm�t�i. =r.r er Fencing is to be <-1 46" Ht. Hood Fri,(.a, - y Screen I =' Beddin = III t r Ir ..I beds ) shall be prepared t, a depth of � in! -he-s. wee Lcar�.!_;-,�t r .Intel t For spe i,�l instru,-t ion- . ) II- Bedding I r - „ Ir.rll b,< 2/3 saridy lo topsoil and 1/3 pine PJ Dark n gulch. I I� Install 3' diar`r�= t. � n gulch rings (3' thick 1 around all tr - ees irr lawn area. I All plant ri I= to be guaranteed for I Full year. 14 Eroeior r corrtrr. >l - r ; -1 Iii ed ns nee ded is. n�_ludel� .._ ( Trunk i 'lin., I_ Height, 4' 1r -' F Full In "eight Min Rooted, Full Height r Rooted, Full 30 "1 ; I, "H i lin. _�l id Sod Protect Trace During Ca (See 02 / Sheet 4 ) EviSting Ha.kterry Tr---e, I T_ G'err1 Neu.. Bollards (Typ Power Pole ,ar,d I.avi.d- 1 lu Duropster G'un Ew istrng Electr gal 111 t 1 New Enhanced Paving New Bollards ( Typ New Low Profile Srcgn E•i_.trng Traffic E. -sting 1 rleter r - y7t ILA `_`y St Prjl `Jlslbility Triangl? I Tyt New - oncrete STREE �� POPLAR i fence post of l — 12w -- .— 12N - T i_ u -Aered by Auton i - dn! EI!`l Ill I cI I!l - E Tree r._ F:rl- Cllr, – - -- - >�- ..," �'� • err - r �at?ric�l (snot � �--: -� }ar i'lin 4' High. Tree Protection F 01 kandscape Ion ( 0 Ref. N,, Nor t[ Note: Verify all dimensions before construction. Protect Trees During Constructton (see 02 / 5hest 4) F1 =r,_- fencing 4 the drip line of I i r . shown to be prote_ ted 02 Tree Protection Fencing Detail GL ne c,_ale NTS ONTERIM DOCUMENT ISSUED FOR PEbiEW AND COMMENT. NOT INTEN FOR BIDDING OR CONSTRUCT A 14 D• �.�.�. P.E. NO. 8� OF TE1fl 3 ' °° o : *. ....................... R08ERT B. RUTH ........... ...... .... ...�.. 1434 � 9��. �R C FO ( flA u _ 9/ 18/00 1 ^^ v X I -S1 co % , k I Plant List Key Quantity Size Caywrwn Nana (Botanical Nana) Polints ski Canopy Trees t 3II Cal. Cedar Elm ( Utrous crassifolia_" N/a =1� Nin.) Shrubs ]I Red Q I 5 l N/A 4 FriJ ly Fear Q I 5 G Noiden a -. ilimus' PJ liI I 5 Gal - Century Flan - it I H an - ier �CLlrl�1 tJ /A It - �I, -1. Ft Lawn C,- •mrnon Bermuda ( C _i,a_t .._ ( Trunk i 'lin., I_ Height, 4' 1r -' F Full In "eight Min Rooted, Full Height r Rooted, Full 30 "1 ; I, "H i lin. _�l id Sod Protect Trace During Ca (See 02 / Sheet 4 ) EviSting Ha.kterry Tr---e, I T_ G'err1 Neu.. Bollards (Typ Power Pole ,ar,d I.avi.d- 1 lu Duropster G'un Ew istrng Electr gal 111 t 1 New Enhanced Paving New Bollards ( Typ New Low Profile Srcgn E•i_.trng Traffic E. -sting 1 rleter r - y7t ILA `_`y St Prjl `Jlslbility Triangl? I Tyt New - oncrete STREE �� POPLAR i fence post of l — 12w -- .— 12N - T i_ u -Aered by Auton i - dn! EI!`l Ill I cI I!l - E Tree r._ F:rl- Cllr, – - -- - >�- ..," �'� • err - r �at?ric�l (snot � �--: -� }ar i'lin 4' High. Tree Protection F 01 kandscape Ion ( 0 Ref. N,, Nor t[ Note: Verify all dimensions before construction. Protect Trees During Constructton (see 02 / 5hest 4) F1 =r,_- fencing 4 the drip line of I i r . shown to be prote_ ted 02 Tree Protection Fencing Detail GL ne c,_ale NTS ONTERIM DOCUMENT ISSUED FOR PEbiEW AND COMMENT. NOT INTEN FOR BIDDING OR CONSTRUCT A 14 D• �.�.�. P.E. NO. 8� OF TE1fl 3 ' °° o : *. ....................... R08ERT B. RUTH ........... ...... .... ...�.. 1434 � 9��. �R C FO ( flA u _ 9/ 18/00 1 ^^ v X I -S1 co % , k I �6 �b ski , -i-� CP L� V 1 Drat e : &/30/00 Re :�i�ions 9 /25 /00 - BI cl/2c /00 - CAP Ilk, JOINT SEALANT SONNIMM SLI. OR EQUAL SIDEWALK EVANSION AW REINFORCEMENT JOINT -UA7E%AL 94ML BE cemmm CLX196D CELL r G.R. FOAM, OR APPROVED EQUAL 2 Ilr 4m 2' CLEAR -9 COVER STANDARD e CURB & GUTTER 3" LONG Ilr SMOOIN DO *• PLASTIC CAP DOW W)VAP 0 12ro CC Tm I SCALE N.T.S. MATCH EXISTING 9"" WOOD FLOAT F*M Am"Aw UNGIT"AL, EXPANSION JOINT r W. i/r. Put 11 2. GLITTER L V 1/2* JOINT SEAM WITH SONNEBORN SI-I, OR APPROVED EQUAL. fe DOWEL AT Ir CC. -� 26 GA. STEEL OR f PVC SLEEVE. A. Al� L *i:I':m r 1,J",* JOINT SEALED WITH t.01111MI0IIN SLI. I/r R OR AFfROVED'EQUAL FORMED METAL 3le KEYWAY PLATE. LAP 15r (MINI) RERfUlCOANT AS PER PAVE MMT SECTION. JOIN YED 'vI1*11 - SCALL AIM 03 BARS 0 12 CC. EW CONCRETE TOOL JOINT - IV SPACING I Ilr MIK DEPTH 3.000 PSI CONCRETE #3 BARS 0 C.C., E.W. t r� A full tag] IME1111 I I jifE=411111��Jili -Z : 6 ZMA $ I I A z • 2-3/1r X IC X r ORICK PAVERS * PAMM 70 W HOLLAND STOW 1. COLOR 70 BE SELECTED BY OWI*R. INSTALL PAVERS IN ACCORDANCE WITH MM RIMOMMINDArIONS. 4 "\ / 1, 4' REHFORCED OW"ETE W/#3 • Ilr C( EMT. TYPICAL. CURB AND GUTTER SECTION SEE DETAILS IM PAGE 1/2 INISIM OR NEW AT 1 2 *M A 2 � PAVEMENT SURFACE. UNDISRMIWD SOL OR 'SELECT MATERIAL" COMPACIED 10 959 STANDARD PROCTOR (AS7M1 DeqQ W*=IRE CONTENT AT 0 M 3X AGM OPTIMUM MOISTURE. I 4!-Cr (MIK) 1/8 DEEP GROOVES X 3'-6" 0 2' CC. 1 MA X AX - PERMISSIBLE CONSTRUCTION _ _ \\ JOINT 3 -0" 0TV 111111rT CURB CURB TRANMON me [--7RANSMON Typr-& CURB & GUTTER LIMITS OF PAYMENT PPE N.T.S. TYP. CURB AND GUTTER TYPICAL CURB & GUTTER 4' OR 6' SIDEWALK (TyP•) DRIVEWAY illli 6 0 TYPE N.T.S. 6 6 . 4! OR G' R (TYP-) EWALK DEPTH VARIES T (Typ. 0 - 61 4! OR fr LIMITS OF SIDEWALK PAYMENT B"B"L r SAND PREPARED 11 II 111411 CUSHION SLIBGRADE A SWIM A— PERMISSIBI CONSTRUCTION LENGTH AS N.T.S. JOINT TO MAINTAIN SLOPE (6 TYP.) TYPE N.T.S. NOTES 1. RAMP SURFACES SHALL COMPLY WITH TAS REQUWd)"TS. 2. RAMPS SHALL BE BROOM FINISHED WITH 1/4" X 1/8 GROOVES SPACED 0 2 (MAX) Cr- I RAMPS SHALL BE DOWELED INTO CURB MATH #4 SMOOTH DOWELS AT 12 CC. 4 REINFORCEMENT SIZE AND SPACING SHALL BE THE SAME AS SIDEWALK. TYP. CURB SECTION - SEE W if 11c ► m A BRICK PAVERS (TYP•) -0* 3 rp.) (TyP•) INTERIM DOCUMENT ISSUED FOR I PEVIEW AND COMMENT, NOT INTENDO FOR BIDDING OR CONSTRUMM. or, / P. E. , .E. N o. 0 n.rrriw� x; k.; I*A%M DV: .fit WWI COPYRIGHT 2M. AM A WOME V#QNEBW^ #V. 10290W--001-03 4 Go CURB TRANSITION 'AYR - SEE THIS PAGE. NT J • a CURB IRANS17M orm *%#%wTE PA XWACEI #3 DOOM X Or 0 24' C.C. I* SSW cull" (Id" . toyal No p SCALL N.T.S. SHALL NA A 0 itp SCAM N.T.S. 7. CONCRETE TOOL JOINT - IV SPACING I Ilr MIK DEPTH 3.000 PSI CONCRETE #3 BARS 0 C.C., E.W. t r� A full tag] IME1111 I I jifE=411111��Jili -Z : 6 ZMA $ I I A z • 2-3/1r X IC X r ORICK PAVERS * PAMM 70 W HOLLAND STOW 1. COLOR 70 BE SELECTED BY OWI*R. INSTALL PAVERS IN ACCORDANCE WITH MM RIMOMMINDArIONS. 4 "\ / 1, 4' REHFORCED OW"ETE W/#3 • Ilr C( EMT. TYPICAL. CURB AND GUTTER SECTION SEE DETAILS IM PAGE 1/2 INISIM OR NEW AT 1 2 *M A 2 � PAVEMENT SURFACE. UNDISRMIWD SOL OR 'SELECT MATERIAL" COMPACIED 10 959 STANDARD PROCTOR (AS7M1 DeqQ W*=IRE CONTENT AT 0 M 3X AGM OPTIMUM MOISTURE. I 4!-Cr (MIK) 1/8 DEEP GROOVES X 3'-6" 0 2' CC. 1 MA X AX - PERMISSIBLE CONSTRUCTION _ _ \\ JOINT 3 -0" 0TV 111111rT CURB CURB TRANMON me [--7RANSMON Typr-& CURB & GUTTER LIMITS OF PAYMENT PPE N.T.S. TYP. CURB AND GUTTER TYPICAL CURB & GUTTER 4' OR 6' SIDEWALK (TyP•) DRIVEWAY illli 6 0 TYPE N.T.S. 6 6 . 4! OR G' R (TYP-) EWALK DEPTH VARIES T (Typ. 0 - 61 4! OR fr LIMITS OF SIDEWALK PAYMENT B"B"L r SAND PREPARED 11 II 111411 CUSHION SLIBGRADE A SWIM A— PERMISSIBI CONSTRUCTION LENGTH AS N.T.S. JOINT TO MAINTAIN SLOPE (6 TYP.) TYPE N.T.S. NOTES 1. RAMP SURFACES SHALL COMPLY WITH TAS REQUWd)"TS. 2. RAMPS SHALL BE BROOM FINISHED WITH 1/4" X 1/8 GROOVES SPACED 0 2 (MAX) Cr- I RAMPS SHALL BE DOWELED INTO CURB MATH #4 SMOOTH DOWELS AT 12 CC. 4 REINFORCEMENT SIZE AND SPACING SHALL BE THE SAME AS SIDEWALK. TYP. CURB SECTION - SEE W if 11c ► m A BRICK PAVERS (TYP•) -0* 3 rp.) (TyP•) INTERIM DOCUMENT ISSUED FOR I PEVIEW AND COMMENT, NOT INTENDO FOR BIDDING OR CONSTRUMM. or, / P. E. , .E. N o. 0 n.rrriw� x; k.; I*A%M DV: .fit WWI COPYRIGHT 2M. AM A WOME V#QNEBW^ #V. 10290W--001-03 4 Go CURB TRANSITION 'AYR - SEE THIS PAGE. NT J • a CURB IRANS17M COPYRIGHT 2M. AM A WOME V#QNEBW^ #V. 10290W--001-03 4 Go CURB TRANSITION 'AYR - SEE THIS PAGE. NT J • a CURB IRANS17M UNIVERSITY DRIVE UNi1lERSiTY DRIVE ( (ASPHALT SURFACE) T SURFACE) BE tmaxr.Am (R.O.W. VARIES) SAWCUT AND REYOft EXW M (R.O.W. VANS) 00NCRM AND REPLACE W/CUM da GUTiER AND SIDEWAiX TO — MAT0i 0=90 TOP OF CtNVL 4 " "G • , �— - PA d �e o x—:342 d • HOSE BE ° ' I s: - i,/ r4 °� o v " a �+_ a� r _ -._ -_. I '— .. . 3 4 -- • • ♦ ` ` I I OtIP F o a : ZT- , . C.....-- .•-- - t • I I wvM" •....r ,•i• l/. F• V t J I 7 J 'I • ^ \ / • •. I ' I •• • •t �• "� . ' OI I I ' �' wA Tflt oas711dG AREI► ro ~ . ® I EXISIM *%TER is a • I "`+. x � • ', ( � \ \\ MEIER 8E UAIDSCAPED. 1 ' 1. � .. - �.. . XI OF' CANO Y. OL \ 1 d .t t \ 17 EXISiNG tG I 1 G EX131MIC 1W UIKJTY • o• v e ( BUI G t EASEMENT *1.465 S.F. I I UUM EASEMENT TYPE 3 HANDICAP � 4 `' f 1— — — — — -� �-�� -- LA y a.. �u S AWCUT A ° e EXISIM OWE e I REPLACE W :7 �IE 1k �►� 4~ ►+s�R �1� i �. , To . -, r, a .,,.<.. _... '• ; - - ' ; - . : ' - ♦ .ii .�; 4S *iw ii 1�i� �+ii +� dt { � z a;' •.s. . . i + i •� . �s !�+�� !� ��,�xi�'�i 4 s' iii a+ i� i us 4 i +� i ♦i wi r�Q - i i 4 . i i A' lt� 3 ♦ STING I I 4 � *`! i J �. ' �` ` ' t • LOCK �., x 1 I �,. ��. ' 46 +a j NG : • x ', • °~ �*1 S.F. i I +. ,Ors a %: T I C • \ - .'. . - T'' EXISiNi(3 TRANSFORMER ! i . .� . • 71RAlISFR \ \' P ADS PADS # . • 9UKDIMG I ,. 'r + 4�qs� DtJ1R ;ICI- osl1RE `� \ \ SETBACK ," I TYPE 3 HANDICAP V"�� ' s41+` ' • + � RAW >, DRIVEWAY ! d Z. * ` • � '� ° - I F - -- , - - p�� ! � • •ice. �, / Q/ �" \ .. , • . — J • d • A e , 3 $s f I E:JOSDIG !r `-- y �-- SAN. SEWER EXISTING / $ DOS�IG TREE 4 - I . l ' ' • DRIVEWAY g5 TO K j i i 4 i � +� SEE PAGE Z FOR ' _- REMOVED. U CAP MD®E OETAKS � - s "� f 12,,,, POP1� 1 w �--- POP T S S�A1MOUT lon+>` HpL SURFA $5 NXL ,,2w CONWIE +IwL� W t « ASP T -- WATER (ASP w EXISTING 1Z GUTTER " MAn" � pp,w,� I METER �� p � � WATER UNE TOP OF CURL � (5O as ` SE' tETAL PATE 1 as 6 12 EXIST1PlG FIRE 12W — —12W — E711STMT0 WATER ME1ER 12W HYDRANT TO BE um FM Y i NATION. ,+ r .. EXISTING CONDITIONS PROPOM CONDIj S ! ' SCALE: 1' = 20' SCALE: 1' 20' yT t ,gip 0 •a . , ,,, d � �� ,&; z , � "' 4�' S . O ,<a x E - Q LEGEND -- +S — EXISTING SANITARY SEWER LINE /SIZE GENERAL NOXS: --'" (INCHES) 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERlFMG THE LOCATION OF ALL INTER4 QOGuME1NT I FOA ' EXISTING SANITARY SEWER MANHOLE itISTINa. UTILITIES, AT LEAST 48 -HOURS PRIOR 70 t3EgNN04G CONSTRUCTION. IEIIIEW AND COMMENT, NOT INTENDED o � SITE NOTES: F0* 81DDING OR CONSTRUCTION• ��- � - THE CONTRACTOR SHALL CONTACT THE FOLL4WMNt�, BUT NOT lMA1TED TO: ' 4S PROPOSED SANITARY SEWER LINE /SIZE 1. THE CURRENT OWNER OF THE PROPERTY IS U -HAUL CO. OF AUSTIN, 12611 =' ' O (INCHES) A. DIG TESS O 1- -800 • -344 --8377 RESEARCH BLVD.. AUSTIN, TEXAS 78759. �: ` O PROPOSED SEINER CLEANOUT B. CITY OF COLLEGE STATtt>�1 - ELECTRICAL DIVISION O 979- 764 -3681 2. THE PROPERTY CONSISTS OF LOT 28 OF THE D.A. SMITH SUBDIVISION AND ` C. CITY OF COI.#t'E SfiA►T1q►i -WATER do SEWER DIVISION O 979 - 761 -3435 P. . N(} EXISTING WATER LINE/SIZE (INCHES) D. T.C.A. 9T9 --846 -2229 LOTS 12 AND 13 OF THE REVISED ARMSTRONG ADDITION. THE TOTAL AREA ---- -- OF THE THREE LOTS IS APPROXIMATELY 25.773 SF (.592 AC E. LONE STAR GAS (LOCAL) O 979 - 774 - 2501 )• THE LOTS �— EXISTING FIRE HYDRANT ARE CURRENTLY ZONED C -1. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE PROPOSED IRRIGATION LINE 3• THE TWO TRACTS TO THE EAST LOT 1 AND 18 OF THE FRANK VISOSKI STATION STS SP "TIONS AND Ti E CONSTRUCTION STANDARDS ) ARE CURRENTLY ZONED C -2• T PROPOSED WATER METER FOR WATER. SEINER. O� AND STREET CONSTRUCTION. TESTIING "• ' SHALL BE IN ACCORDANCE WITH THE CiTYS STANDARDS. ALL 4. THE SITE CURRENTLY IS AND CONSISTS OF TWO SI - —,G — EMSTiNG GAS LINE /SIZE (INCHES) CONSTRUCTION S SAM BE (:OM* ATED WITH THE CITY ENG NEER'S OFFICE. BUIILDINGS, A CANOPY, AND CONCRETE AND ASPHALT PAVING. - EXISTING OVERHEAD ELECTRICAL 3. TREW X SAiEETY. SHALL BE, PROMDED IN ACCORDANCE WITH O.S.H.A. 5. THE PROPOSED USE OF THE PROPERTY IS A SHOWROOM AND INSTALLATION STIWItlAAO CFlR PART 1 ` S'lJBPART P. tJHrAVL.�1CI h - - FACILITY. ADDITIONS TO THE SITE WILL INCLUDE A NEW 1,500 S.F. METAL � BUILDING, PARKING, AND LANDSCAPING. EXISTING POWER POLE 4. THE CONS IS FOR " CONSTRUCTION SAFETY. 519 Tuft A s"66 ,S� , rONSTRUCTM- DRAW ItM 00 NOT INCLUDE NECESSARY COMPONENTS FOR 6 • THE PROPERTY IS LOCATED IN THE UNSHADED FLOOD ZONE X AND DOES PROPOSED 6' HIGH SCREEN FENCE CONSTRUCAt QTY. NOT LIE WITHIN THE 100 -YEAR FLOOD PLAIN AS SHOWN ON THE F.LR.M. (;�0j " 5. _OCATION OF EXIS G BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED (FLOOD INSURANCE RATE MAP), MAP NUMBER: 48041 CO144 C, EFFECTIVE ,► T. , • .� DATE: JULY 2, 1992 LOTS 12 $13 OF THE A O ADO ftM " *&Y. OTHER UTI TES ""Y '8E PRESENT THAT ARE NOT SHOWN ON THE - ASPHALT SURFACE :'. INSTRUCTION DRAM*• THE CONTRACTOR S14ALL BE RESPONSi X FOR Ac.) T r � ;• , �_OCATING AND PROTECTING OF ALL BURIED UTI!lTIES. • • • • • • • 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION LOT ZH OF T'D. A6 OM SDSfON rvvvvvvvi ` TEXAS Aa�T PROPOSED CONCRETE SURFACE PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL > QSE ALL *MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF �A.�1 A UNn+E1wTY C») ` SEDIMENT FROM THE PROJECT SITE. • CONCRETE SURFACE 7. AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED AREAS TO BE SIZED AND '��' OO°'�"'"'�' ` INSTALLED BY OTHERS. , LMADM MAP PROPOSED LANDSCAPING►' , y Aw l SC:JIL.E: 1' ,20b' Y :. . r t x , r A lm, A M A T < s f a „' .. < i. +Y, .. a K,d _ -. .:.. • ... .. .. T.. .. ,.,. ,.. 3t. ` . .. J r .. 6.. L' 1 : i. J Ell 11 F ». .: ..-•. n "T+ [tP13 ..t �D�'Mlf . .. <P"# ITT. +(�:- r, ..: ,h ,.r. -. UNIVERSITY DRIVE (ASPHALT SURFACE) (R.O.W. VARIES) EXM71NG AREA TO BE LANDSCAPED WITH 2 CREPE MRYRES AND HALO WATERED. BO PCM17S t�-- e-- c-- ---- -c t 0 0 CM CM t - -- I 0 I I I o,r DRIP LINE 11 OF CANOPY —/ I I W W Q •••• � � W uj >> d F.. �3 Z� IL ftmop i PROPOSED PLANTM BOX 11 MRYrLES 30 DWARF PITTi 740 POM 12 — — —12W— . � 11.463 S.f 1,500 S.F. 12'X12'X6 DLO PSTER ENCLOSURE Me 9' —O' (TIP.) 000000 B 2W—O' (TYP•) ►© A AUTOMATIC OWS"71ON SYSTEM FP E C ) ( 7 5 /NY 4' SOW MU AZ 2' -4' 6' CMU (DEPTH VARIES) J 4'1 PVC PPE FOR g 0 o .o o o ° 112 i 'KEYSTONE COMPAC' BLOCK CONCRETE LEVELING PAD. (DEPTH VARIES) i 2' -4' VARIES CONCRETE LEVELING PAD. DEPTH VARIES. %. a �-- FROM PARKING LOT TO BE PLACED 5' -0' C.C. PLANTER BOX SECTION A— SCALE: 3/4' - 1' -0' LANDSCAPE LEGEND CREPE MRYTLE (NEW PLANTING) DWARF PITTOSPORUM (NEW PLANTING) PARKING ANALYSIS 1. BUILDING TYPE: RENTAL 2. BUILDING SQUARE FOOTAGE: 2.965 SF 3. PARKING SPACES REQUIRED PER SQUARE FOOT: 1 SPACE PER 250 SF 4. PARKING SPACES REQUIRED FOR PROPOSED BUILDING: 11.8 SPACES 5. PARKING SPACES PROVIDED: REGULAR: 1 t H ANDICAPPED: 1 LANDSCAPE ANALYSIS 1. TOTAL DEWJ.OPED PROPERTY SQUARE FOOTAGE: 25,773 SF 2. TOTAL LANDSCAPE POINTS REQUIRED BY AREA: 780 POINTS 3. TOTAL LANDSCAPE POINTS REQUIRED BY MAJOR ARTERIAL FRONTAGE: 1300 POINTS TOTAL PROVIDED: 120 POINTS 4. TOTAL CANOPY TREES REQUIRED BY MAJOR ARTERIAL FRONTAGE: 8 CANOPY (16 NON — CANOPY) TOTAL PROVIDED: 3 CREPE MYRTLES (NON — CANOPY) 5. TYPE OF TREES AND SHRUBS TO BE PLANTED: A. CREPE MRYTLE — 14 O 40 POINTS = 560 POINTS B. DWARF PITTOSPORUM — 30 O 10 POINTS = 300 POINTS 6. TOTAL LANDSCAPE POINTS PROVIDED: 860 POINTS 7. PLANTER BOXES SHALL BE INSTALLED ALONG FRONT OF EXISTING BUILDING IN ADDITION TO PROPOSED LANDSCAPING. THESE PLANTER BOXES SHALL BE HAND WATERED. GENERAL NOTES 1. AUTOMATIC IRRIGATION SYSTEM TO BE SIZED AND INSTALLED BY IRRIGATION CONTRACTOR. 2• CREPE MRYTLES TO BE SPACED 10' APART MEASURED CENTER TO CENTER. DWARF PITTOSPORUM TO BE SPACED 2' APART MEASURED CENTER TO CENTER. 4' 'KEYSTONE COMPAC STRAIGHT FACE' CAP. MATCH COLOR OF EXWNG PLANTER BOXES IN MEDIAN OF TEXAS AVE. 8' ' KEYSTONE COMPAC STRAIGHT FACE' BLOCK. MATCH COLOR OF EXISTING PLANTER BOXES N MEDIAN OF TEXAS AVE. INTERIM DOCUMENT ISSUED FOR REVIEW AND COMMENT, NOT INTENDED FOR BIDDING OR CONSTRUCTION. B w=n.c Date: pt w. NO. m ........._ UHAUL STORE 519 Texas Avenue S." Collage Staten, Texas` 77m LOTS 12 S 13 OF THE REVISED ARMSTRONG ADDITION (0.341 AC.) AND LOT 28 OF THE D. A. SMITH SUBDIVISION (0.251 Ac.) wommicum � DATE: AUGUST 2000 M M ` 12MI 11119111MANCH BLVD. AM AUBW TEXM Tsl►!Hi P Q. N1 i..1wM 7t 001 -03 PAGE 2 OF 3 PAGES FeI NHT6 SWAN ►—c WHEEL rHm M t- p I fe CREi'E MRYTLE (15 GAL.) DWARF PtTTOSPORUM (5 GAL) ♦ M i x.. ♦ ...... q, a.. .. �., »� - , -. .. a .. .2. FA hy" I 0,. i W 'Al JOINT SEALANT - SONNEDORN SLI. OR APPROMW EQUAL. EXPANSION JOINT - JOINT MATERIAL SHALL K CERE MAR CL06E0 CELL FOAM. OR APPROVED EQUAL 2 1/2 --- 1/2 — 2 CLP- STANDARD CURB & GUTTER 1/2 SMODTH DOVIEL W/CAP 0 12 CC CaIVN ECTION DETAIL SCALE: N.T.S. (SEE PLAN SHEETS FOR WIDIH LOCATION) WOOD FLOAT FINISH r (WL) RofmcED CONCRETE 9AEWALK LONGITUDINAL EXPANSION JOINT [6 1. Z I . ff #3 BARS 0 12 CC, EW 1/2 JOINT SEALED VATH SONNEWRN SLI. OR APPROVED EQUAL TYP. CURB AND GUTTER 26 GA. STEEL OR PVC SLEEVE. 06 DOWEL AT 1 CCC. A 1 /4"R 4' OR W T/2 R 6 (TYP.) SIDEWALK DEPTH VARIES (Typ. 0 G T 4' OR 6' 1:12 LIMI ;OF SIDEWALK PAYMENT BACKFILL 2* SAND PREPARED lor CUSHION SLNWAOE tummmlE im Be A SECI Commm CLOM CRL "w or 00ML M &A �lc rt2gAINJIML OR APPOWAD emilL CONSTRUCTION LOOM AS REQ'D SCALE: N.T.S. JOINT TO MAINTAIN SLOPE TYP. E&AN= JOINT (6- TYP.) CON9mm EAmemT TYPE 3 SCALE N.T.S. SCALE. N.T.S. NOTES: 1. RAMP SURFACES SHALL COMPLY WITH TAS REQUIREMENTS. 2. RAMPS SHALL BE BROOM FINISHED WITH 1/4 X 1 /8 GROOVES SPACED 0 2 (MAX) CC. 3. RAMPS SHALL BE DOWELED INTO CURB WITH #4 SMOOTH DOWELS AT 12 CC. 4. REINFORCEMENT SIZE AND SPACING SHALL BE THE SAME AS SIDEWALK. SIANDM S WALK RAMP DETAILS SCALE: N.T.S. 1/2 JOINT SEALED VAIN SONNEBORN SLI, 1/4!' R OR APPROVIED EQUAL FQVM METAL L3/44' KEYWAY PLATE LAP 15" (MIN.) F43WORCEMT AS PER PAVEMIDff SECTION. Gosiouc ANNI - KEYED SCALE: N.T.S. i 3,000 Ps CONCRETE #3 BARS 9 le CC. E.W. 5 1/2 ft% K olifil l od l IsEl W - .]F: , L ll i lweA I 1 3,000 P.S.I. CONCRETE TOOL JOINT - 10' SPACING 1 1/2 MIN. DEPTH TMWPL Noomwxscum oora�srn row I cn "c 00WEIT. I �041 1/4-R ___" 1-- 6' R+/l 15, 3 * RY 1/4 6. 7 1 t /2- i I 3- -------- — 3' - • -�J4 LON(MMAL 3rL REBAR 24' INTERIM DOCUMENT ISSUED FOR R EVIEW AND COMMENT, NOT INTENDED FOR BIDDING OR CONSTRUCTION. P.E. NO. Vf&'?V 7 All 2" CLEAR COVER 3* LONG PLASTIC CAP 2" CLR. 1/4" PER l- 2 1/2 r "A A- , J( J; PROPOSED LOW PROFILE SIGN EXISTING GAS VENT EXISTING PEDESTRIAN CROSSWALK SIGNAL EXISTING HIGHWAY SIGNAGE EXISTING SIGNAL LIGHT DRAINAGE OUTLET - SEE CONST. STD. DETAILS. 10 LF CURB AND GUTTER HANDICAP RAMP (TYPE 2) - SEE CONST. STD. DETAILS. > II BEQICK PAVERS AS PER EXISTING SIDEWALK. 35 LF CURz AND GUTTER AND SIDEWALK. _ b � s ` A. E t - R30' -6" ENHANCED PAVING U E I _. ( ±410 SF) - 122 123 ENHANCE PAVING ice (1199 SF) - NEW CURB ONLY I 1 7 ' REMOVE AND DISPOSE OF CURB /� - INSTALL ±7 SY OF CONCRETE PAVEMENT ENHANCED PAAN(; (145 SF) NEW CURB i AND GUTTER 24' -0" {N NEW CURB co �- AND GUTTER 2 6 LF CURB _ AND GUTTER HANDICAP RAMP (TYPE 2) - SEE CONST. STD. DETAILS. \\ 47' -2" NEW CURB ONLY ENHANCED PAVING ( ±415 SF) vnnnv�,bG W ILLT 5 BOLLARDS EQUALLY SPACED /- ALONG BACK OF SIGN. / NEW CURB ONLY ENHANCED PA1 �$ ® 1 ( ±182 F 121 138 137 -- - - - - - -- 45' -1 U - SAWCUT ANC err DRIVE AND R_?LACE WITH CURB & GUTTER AN, LANDSCAPING TO MATCH EXIS'VG TOP OF CURB AND PR •'EMENT SURFACE. i 20' -0" (TYP) - - - -_ J 9' -0" i (TYP.) I 1 1 - i SAWCUT AND REMOVED EXISTING DRIVE AND REPLACE WITH CURB & GUTTER AND SIDEWALK TO MATCH EXISTING TOP OF CURB AND PAVEMENT SURFACE UNIVERsi DRIVE :1 ,, _. y!ci1NG BRICK R30' -6" EXISTING CURB PA`,vRS DRAINAGE OUTLET - SEE AND GUTTER I ONST. STD DETAILS. REMOVEi AND JiSr- OF EXI!TI CANOPY AND r_. N" ,N': CONCRE PAVEMENT IFW CURE, (+NL" AS PER, STANDA DETAILS. JUALL I I ,IF SIG Y SPACED \ 'F SIGN_ � t 30'- 0" )NcRETF PAWMEN`)' f.A :i ER f21 SY., I ! I 1 CONCRETE / PA df ME iV E (122 SY), I - i i 1 ) l J 'ROPO E F_TE P,� EMENT 500 TI; AFFIC LAND MARKING AND / TRAFFIC FLOW ARROWS / PAINTED ON SURFACE. EX,I It; I)NCRETE E OUNDA TI ON ` {" ... _ c- � 'EMOVED ANn DISPOSED ;F OFF-S; EXISTING UTILITIES TO BE " ABANDONED UPON DEMOLITION OF EXISTING BUILDING. 0 0 M it 127' -0" -0" R4' -6" - =t li C TORE OUTLET - " 1 li NEW CURB ONL) 1 28 I C YE ENHANCED PAVING (±160 SF) U � 132 139 _? 134 37 0. EXISTING POWER POLE 10 RE - REMOVE UPON DEMOLITION �E - G- '� EXISTING BUILDING. _ or -- - - 5 !. F CURE b ;U TTER. P P AR S l %' SITE LAYOUT 1 SCALE: I " = 1()' ABANDONED UPON DEMOLITION OF EXISTING BUILDING. s I i i I j I j I 1 - I I I I I 1 I i 1 I j _ TIE TO EXISTING FENCE, 6 . -7 " 10 O F Ll 05 O 1 O 4 R35' -0" CONCRETE PAVEMENT (INCLUDES DUMPSTER PAD) ( ±42.0 SY) O w-m5- 1. FIELD VERIFY ALL DIME'gSIONS BEFORE BEGINNING CONSTRUCTION 2. ALL DIMENSIONS ARE r OM BACK OF CURB TO BACK OF CURB 3. CONTRACTOR SHALL MEET BEGINS. WITH ENGINEER ON- -SITE BEFORE CONSTRUCTION 4. TRAFFIC LANE MARKINGS AND TRAFFiC' FLOW ARROWS SHALL BE TYPE N MARKING MATERIAL AN) INSTALLED IN ACCORDANCE WITH TxDOT ITEM 666. & AREAS TO RECEIVE NOY CONCRETE SURFACE OR CURB AND GUTTER SHALT BE INSTALLED AS FCLL )WS: A. SAW CUT AND RI I EXISTING SURFACE AS REQUIRED. B' REMOVE SOIL AS Rf OUIREI) TO MATCH NEW CONCRETE PAVEMETN SURFACE TO ADJACENT PAVEMENT SURFACE C. I NSTALL CONCRETE PAVEMENT OR CURB AND GUTTER AS PER CONSTRUCTION STANDARD DETAILS. 6. ENHANCED PAVING SHELL MA FCH THE EXISTING PAVEING IN TEXAS AVENUE AND U;; �TRSI IY DRIVE. THE R.O.W. OF - 7. LOW MONUMENT SIGNS ') BE PERMITTED SEPARATELY. PAS ANA YSIS - - -- - _ -- 1. SITE REDEVELOPMENT !: NOT INCREASING THE DEMAND FOR -� PARKING; THEREFORE f}iE SITE RETAINS ITS NON STATUS WITH REGARD - 0 , PARKING. -C ORMING vowupum" N ��� rte► +��•••� •..�..� 1 2WANNATION r` Y PROPOSED LANDSCAPE AREA - SEE PAGE 4. CAR CARRIER DISPLAY AREA `�- DUMPSTER ENCLOSURE - \ 6' TALL WOOD PRIVACY FENCE. 2 BOLLARDS SET 2' TO NE WEST AND 2' TO THE NciL)& ., L LEND SEE LEGENC ON PAGE 2 FOR ADDITION INS IMMATION. ® MONITf� WELL COVER CONSTF -' :TION POINT S CONTR_,I_ ?DINT vvvv = PROPOS;_i CONCRETE SURFACE I i i I j I j I 1 - I I I I I 1 I i 1 I j _ TIE TO EXISTING FENCE, 6 . -7 " 10 O F Ll 05 O 1 O 4 R35' -0" CONCRETE PAVEMENT (INCLUDES DUMPSTER PAD) ( ±42.0 SY) O w-m5- 1. FIELD VERIFY ALL DIME'gSIONS BEFORE BEGINNING CONSTRUCTION 2. ALL DIMENSIONS ARE r OM BACK OF CURB TO BACK OF CURB 3. CONTRACTOR SHALL MEET BEGINS. WITH ENGINEER ON- -SITE BEFORE CONSTRUCTION 4. TRAFFIC LANE MARKINGS AND TRAFFiC' FLOW ARROWS SHALL BE TYPE N MARKING MATERIAL AN) INSTALLED IN ACCORDANCE WITH TxDOT ITEM 666. & AREAS TO RECEIVE NOY CONCRETE SURFACE OR CURB AND GUTTER SHALT BE INSTALLED AS FCLL )WS: A. SAW CUT AND RI I EXISTING SURFACE AS REQUIRED. B' REMOVE SOIL AS Rf OUIREI) TO MATCH NEW CONCRETE PAVEMETN SURFACE TO ADJACENT PAVEMENT SURFACE C. I NSTALL CONCRETE PAVEMENT OR CURB AND GUTTER AS PER CONSTRUCTION STANDARD DETAILS. 6. ENHANCED PAVING SHELL MA FCH THE EXISTING PAVEING IN TEXAS AVENUE AND U;; �TRSI IY DRIVE. THE R.O.W. OF - 7. LOW MONUMENT SIGNS ') BE PERMITTED SEPARATELY. PAS ANA YSIS - - -- - _ -- 1. SITE REDEVELOPMENT !: NOT INCREASING THE DEMAND FOR -� PARKING; THEREFORE f}iE SITE RETAINS ITS NON STATUS WITH REGARD - 0 , PARKING. -C ORMING vowupum" N ��� rte► +��•••� •..�..� 1 2WANNATION r` Y PROPOSED LANDSCAPE AREA - SEE PAGE 4. CAR CARRIER DISPLAY AREA `�- DUMPSTER ENCLOSURE - \ 6' TALL WOOD PRIVACY FENCE. 2 BOLLARDS SET 2' TO NE WEST AND 2' TO THE NciL)& ., POINT LIST Z (A Q NORTHING FASTING ELEV. W I PC - "X' IN CONCRETE. U) w 2 PC - 'X" IN CONCRETE. 5044.64 Z W Z w 0 5074.42 5174.05 N/A mZ V > > Qp W Q Q Nw 5 PC - 1/2" IR U. ' N/A QO 5189.91 5309,62 N/A W CONSTRUCTION POINTS 5019.16 5214'84 N/A N O 101 C OF 1' -0' R V POINT LIST POINT DESCRIPTION CONTROL POINTS NORTHING FASTING ELEV. I PC - "X' IN CONCRETE. 2 PC - 'X" IN CONCRETE. 5044.64 5183.85 N/A 3 PC _ 1 /2 , 5074.42 5174.05 N/A 4 PC - "X " IN CONCRETE. 5171.72 5155.11 N/q 5 PC - 1/2" IR 5053.08 5349.69 N/A 6 PC - "X' IN CONCRETE. 5189.91 5309,62 N/A CONSTRUCTION POINTS 5019.16 5214'84 N/A 101 C OF 1' -0' R 102 C OF 1' -0' R 5043.80 5248 45 N/A 103 C OF 6" R 5027 5250.91 N/A V 104 C OF 1' -0' R 5026.98 .98 5253.30 N/A 105 C OF 1' -0' R 5047.83 5275.15 N/A 106 CR OF BC 5048.77 5281.39 N/A n o� 107 CR OF BC 5030.26 5285.19 N/A M 108 CR OF BC 5036.46 5331.91 N /A 1 0 v 0 109 _ CR BC 5054.46 5345.76 N/A N 110 CR OF BC 5078.31 5341.82 p/q w rn 111 CR OF BC St 04.22 5335.87 N/A w o 112 CR OF BC 5127.28 5328.78 N/A 0 113 BC - BEq 1 NEW CURB. 5147.28 5325.90 N/A U M 114 C OF 1' -0' R 5146.43 5338 41 N/A b 115 BC, CR OF CONC. 5197.28 5310.04 116 BC - BEGIN NEW CURB. 5197.38 5306.38 N/q O N 117 C OF 30' -6' R 5219.81 5309.81 N/A u V 118 C OF 30' -6- R 5055.42 5219.82 N/A tu �i 00 119 BC, PT 5074.38 5203.90 N/A 0 Oo N 1 20 BC, PT 5035.81 5196.46 N/A o ^" 121 CR OF BC 5054.77 5180.54 N/A ' 0 122 CR OF BC 5057.88 5345.20 N/q � = d 123 CR OF BC 5024.93 5218.94 N/A 111 Q � 124 CR OF BC 5024'90 5221.04 N/q a 125 CR OF BC 5063.02 5175.44 N/q 126 BC, PT 5064.9-9 5174.90 N/q 127 BC, PT 5145.57 5319.61 N/q �.. 128 C OF 4' -6" R 5154.05 5316.59 N/q 129 BC, PT 5149.81 5318 -�P�E OF T� 1 30 CR OF BC 5155.22 5319.89 N/q i c •' 131 CR OF BC 5141.14 5143.02 5323.84 N/A j • �•• , l • ,� � 1 32 CR OF BC 5323.17 N/A i :. ...........f .....!. 133 BC 5106.14 5335 ' /A i J. DALE BROWNE, JR. t - 134 CR OF BC 5128.53 5107.31 5332.58 N/A I ' �1'a�••.•.81890 •••••; @i 135 CR OF BC 5105'40 5339.11 N/q , {t0�crsFC�STER�����/� 136 CR OF BC 5339.69 N A 1�>'� 137 CR OF BC 5079.07 5345.75 N/A ,n ��L�NG� 138 CR OF BC 5060.50 5348.82 N/A a ?` � 139 CR OF BC 5059 85 . 5344.87 N/A 140 BC -- BEGIN NEW CURB. 5142.48 5327.61 N/A DRAWN BY : JDB/EBA 141 BC -BEGIN NEW CURB. 5019.07 5304.1 2 N/A DATE; SEPT.2ppo ABWVVAnaMs BC - BACK 4m 5013.00 5252.97 PC - PROPERTY CORNER; PT - cx T_; C = (ENTER; a = CpRTERLNE CR - P OINT - OF N/A APPROVED BY: JWDB 'P - TOP -OF PAVEMENT. TAN6EMCY; R - RAMS. TIC TOP- ,. DATE: SEPT.2000 T*+ PLA"s oo "oT I"cx " �� r� co"sTT+ucT aA�Tr. REVISED BY: ERA DATE: Nov. 2000 "oM LOC"TH O 008TM SUMo uTnm�, YAY REVISED BY. 1U OM UTMS WHIM AM Nor M WN. TM CONMACTOa SHALL aE FASPONSVILS FOM THE DATE: LOCATION" AND PWnECTM OF ALL BURWD UTXff s © COPYRIGHT SCALE: As SHOWN 2000. ASH & BROWNE ENGINEERING, INC. 1 029001- 001 -05 PAGE 3 OF 5 PAGES