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HomeMy WebLinkAbout11-45TOP DF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE SQUARE X= 3553461-31, Y= 10,199936.19, Elev= 32F APPROX. PROJECT BENCHM" r' CUT ON WITH FM 281 223 200 1 411 ".PR 0 OF INTERSE00N SIDEWALK I=> HANDICAPPEI, IDENTIFICATION PARKING BE PAINTED LOGO TO ON PAVING (WH[TE LEFFEks SYMBOLS _6N BRIGHT & STRIPES BLUE BACkGROUND) k3L(J '2BI B .//V/,/ 0 C F 24" DIAMETER _V400�_ 3 45 W cC I S-8 %A 'A S (MBOL aE AIL % "Lj ( _T % 'A-0 Le NTS 8' MIN % HC APPROX. FLOOD AONE "A"j ! , re Lot 1 % /3 Block 1 /f .9.65 A RE! 91) 70NED PDD N LANDING AREA SIDEWALK HANDICAP SIGN WKWM P& OM ZONED 2 [,ErGM7WA10 L 2 TX 777m# F-1443 T.979.260.6963 F.979. 60.3564- 511 0.3564511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE ST ON, TX 77840 PLAN & DESIGN SPEDAUSTS IN CIVIL ENGMEEf TNG * HYDRAULICS HYDROLOGY « ES a STREETS SITE PLANS SUBDNISK)NS www.mitcholndmorcon.com Firm #F-1443 NTSJ it VERONICA MORGAN .................... GENERAL CONSTRUCTION NOTES: ................. 77�689 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, _T E4. the Contractor shall contact all utility company representatives a min mum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1-800-344-8377 b Contact Kimberly Winn 0 ATMOS 774-2506 C. Contact Mike Lavender 0 Suddenlink 846-2229 d. Contact Gilbert Martinez 0 College Station Electrical 764-36 50 e. Contact Mitchell Gas 0 779-4460 f. Contact Union Pacific Resources @ 778-8525 g. Contact Richard Wallace 0 Verizon 821-4752 h. Contact Butch Willis @ College Station Water & Sewer 764- 660 1. Contact Showndra Green @ BTU 821-5744 2. All construction shall be ;n accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for cha ges should include product information and an engineers sea[ where applicable. The contractor shall be financially responsible for 'he engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general S c 0 requirements, see Sheet S3 far details. It BACKFILLING: iotnform to the specifications set out herein. Testing shall be 5. TRENCHING AND NG: All trenching and backfilling shall provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall (D be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all hl streets, alleys and parking areas. 0 n 6. , It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near 15' Side energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. -Street 7. All materials & labor mA identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All Setback materials and equipment shall be both furnished and installed unless otherwise noted. from provide on these plans. 8. The Contractor must provide construction staking frothe-information 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaddd- Futu Lot11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, ::and any other Public or Private Utility, etc. are not separate - 1 pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coor-,Jinaie with Suddenlink Commun:cations, BTU, Atmos Energy, and Verizon to adjust the location of k 5 existing facilities. 13. The contract -,r is for traffic control. This is not a separate pay item. 12 ACR 14. No spoil areas a i 1-e-,oviiiiable on this site. ZO, PD 15. All roof and ground -mo ,!.-Jed mechanical equipment shall be sc -eened from view or isolated so as not to be visible from any public right-of-way or res de di4trict within 150' of the suitject at, measured from a point five feet above grade. Such N screening shall be- coordinnbe_d ­,vith the building architecture, materloo, colors, and scale to maintain a unified appearance or shall use evergreen landscaping, *a screen. /CS LLC 16. Certificate of--:06cupancles may be requested for each building separately, however in each instance, the entirety of the , waterline loop and hard road -surface will have been installed. Building numbers are shown within each building footprint. M/` 2-�76211lvc� 17- For ADA routes through complex please refer to Grading Plan. 18. All signage will be permitted separately. c 8 0 1 4 19. All onsite signage shall utilize custom decorative sign posts as described in the project specifications. 1 '8 20. Exterior building & site lighting will meet the standards of Section 7.10 of the he Unified Development Ordinance. The light source V shall not project below an opaque housing and no fixture shall shall directly project light horizontally. Fixtures will be mounted in > Rip Rap -End of such a manner that the projected cone of - light does not cross a. property line. 21., No combustible building material will be allowed on site until fire hydrants are operable and fire department approved emergency Road Construction ­--b-c'cess has been provided. ELEVATION LD C \1 X SITE PLAN NOTES: 1. Name of Project: The Cottages of College Station 2. Legal Description:: Lot 2, Block 1 The Cottages of College Station Subdivision 3. Owner: Rob Howland, C.O.O. Capstone - CS, LLC 431 Office Park Drive Birmingham, AL 35223 (205) 414-6416 4. Engineer: Mitchell & Morgoo, LL.P. Fu t u re Lot 3 ZONED: PDD CAPSTONE-CS,LLC -6 Acres 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 Development -Granted by Ordinance #3137 5. Zoning: PDD - Planned De REVIEWED FOR' 6. Existing Use: Undeveloped -Vacant 4---l'OMPLIANCE Proposed Use: Multi Family 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 54.4 acres Density =6.78 du/acre JUN 0 9 9011 9. Water Demands: Min.=O gpmAvg.=94 gpm, Peak=378 gpm 10. Sanitary Demands. 136,050 GPD `4EGE 11. Proposed Development on this site is not located within an impat fee area., STANTION 12. All "master metered" buildings/units must be plumbed in a manner to be able to be indivi wally in the future. E Re GMINEEMNG 13. All FDC's shall be identified with a placard placed on the building facing the parking lot stati the Fire Marshal's direction. r 369 -VIEWED FNT 14. Number of Bedrooms = 1352 Number of units = 15. Garbage collection throughout the site will be accomplished by irdividual door to door pick ur servic COMM IAINC*C,'' Part of this site lies within the 100 -year floodplain boundary per FESWs Flood Insurance Rate M p panel" 48041CO182 C. Effective Date: July 2, 1992 JUN 0 2 2011 CO L L E U t: 10 11�1 ni: n rwwErr op Legend Property Boundary Easement Fire Lane --- FIFE LANE FIRE LANE Water Line WL Sanitary Sewer Line Electrical Service 1 Phase Elec --1 3 Phase Elec 600 -Amp Elec Contours -310 CAN Underground Telephone Typical Crosswalk Location r1001ill-WA. Setback Line ....................... FDC > Cleanout 0 MH 0 Street light + Transformers Switch Gear Fire Hydrant 0 Water Meter 0 ENjf&f�,, Sidewalk Drive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. PLA.r FILED:- Cn I Lo All curbs and curb ends designated as firelanes on plans shall be pointed red with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. 8" (eight inch) high if stripe and white lettering are pointed on surface of pavement. frcM RPE LANE EM =­ DO M, FIRE L11NE M M M FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN, Z 0 t� 0 44 0 U I I II � RIVE ; PPRox. -`' SOUTH SIDE OF NOLLEMAN D � ON --. - ®eo®ewoeeeweoee K: SQUARE CUT ON TOP OF CURS = 10199936.19, Elev= 322.23 __ t PROJECT BENCHMARK 3553461.31, Y- 3@ \\� - ° \\�- WITH FM 2818. X= ® ® `�® --•3� � � NORTH ! OF IN SIDEWALK wweowe • ��� �0 200 LANDING - - - - _. - _ ® • �� ritw� - - - - - - i it TX Firm /� F 1443 SIDEWALK '1/ AREA T( ------ _ - --- --- „ Imo. i?, - . - - - - --- - - `^--�- �-�-=�.\ • f �- T.979.2 � 0.6963 f /.7 Vii` ! I - '_- • •® ;'• ZONED A -D /. } . } - _... se �\ { 1 F 979.2 0.356 -6- -- - \ \ i 511 UNNERS DRIVE EAST HANDICAPPED PARKING - /-- ' HANDICAP SIGN �''�--� \ _ `� / ifs IDENTIFICATION LOGO TO i i /';% SU 204 D ON PAVING � `f;r� /� if � -. SEE DET. - BE - � COU.EGE STA ON. TX 778 BE PAINTS _ I �j , WHITE LETTERh SYMBOLS r ® I ,, e LOT +� ( & STRIPES Oil BRIGHT f I _ a / BLUE BACKGROUND) I/'f SPflCWJSTs IN • i ��3 2-3 `_ CML ENGIN NG « HYDRAULICS BLOCK 1 /J, - ES ® 3}i 4' WIDE DIAGONAL _ LP • - \ • rg q � 'PLACE � �*®•®® f , ,// STRIPING � 24 \\ � _ HmRot.DGv « «s'tR�es ® 2 1 a / I i rj ~/ f O.C. (WHITE) \ \ >.\ `4?'' SIFE Puws SUBDNfrS�oNs e TWO L - / /� 4 I � � _ �. www.mitchel 'ndmo an.com �yV® "" ,� CEN 1 ER s / // / ► _t - /j �i f { HANDICAP - 7 iy#F-144,3 e -inch 080 feet 0 - \ ''a , nrm /1 //f/ /� SYMBOL I /' / I 24 DIAMETER P.) " ' <� \ y� P�� .. rF 3445 PEACHIR, ,, ,, ►� R �q q bs e }; �/� - -•- ",,/./� � } •, Tom; � �:'• .: RD STE 40C / /: --� MAP ...... VERONICA .B. MORGAN 'A`) •• NEy 8!VICINITY 1 ;r: /Z °� ATLANTA, ��A / 3 B9 ...o I N % 3 0 3 6 +� / AIBOL AIL �► � s, ®/ f HI �� N PER PLAN 8' MIN ` R \ / --- X �� ® / 8' MI X�t a r \ �. \I / GENERAL CONSTRUCTION NOTES: ss, o ai ® -0 s:a- \ be the responsibility of the Contractor to verify the exact t location of ALL existing underground utilities. Furthermore, F • �. ® ZO D: A / % NTS _,.; L" 1. It shall P �' • !_ T IPT / the Contractor shall Contac: all utility company representatives ❑ minimum of 48 hours in advance of any excavation. ." f �� - - V/ 4HC S r a• Contact Dig Tess t� 1-800-344-8377 w e NTS 1' �J Front / b. Contact Kimberly Winn o ATMOS 774-2506 •�° -2229 _ m ®•' '` w¢ Contact Mike Lavender .Suddenlink 846 -- _ �APPROX` ; ;� r - Se 1�Fk Lot t-�'x> _ ZONED: ® • / �� d• Contact Gilbert Martinez 0 College Station Electrical 764- 660 0 N .� m � ��g� ��' 4` � � � / e. Contact Mitchell Gas � 779-4460 FLOOD • \r �` \ 2 �'w° x't y} 4 . f p / �IOCk - / V Resources ® 778-8525 R -4 ® „ ®.� f. Contact Union Pocir�c ® �� +� - Contact Richard Wallace @ Verizon 821 4752 / RES @ College Station Water & Sewer 764 3660 0m • HONE A a% 1 (.i re y c r N\ AC h. Contact Butch Willis 9 1-5744 v 3 °a' ® / y ONMt. PDD i. Contact Shawndra Green ®BTU 82 Specifications for Street m a 0 4 • / ® / k! - 1 £. -J• !� T.11 t .,�,. Sly '..� r f / • r e Ot 1 1 OH x�, u.,. •"� p current Ci of College Station (C.S.) Standard Spe o C 7 '` v shall be in accordance with the 9 ICaI �'- _' � ^r x -� 2. All construction Electrical n . �� �sa - � '� : ° / � d Technical Specifications, Water olid Sewe and Generals, 2007, and BCS Unified Design Details. All ® / / C , ..: �1a .: .' onstruction, B/CS Unified P I ' � .- �-' - o staff of the Ci Engineer of C.S. All construction shall be coordinated with the City of S / • / . / Ole -TYP X -, _ orme t P r r y„w^'`' "� a nspection shall be performed by he obtain written .approval from the City Iy p all ob RES = FDC r n ineer. these Ions, the Contractor shall 65 A �. „ ... `� ? City E g indicated in information and an engineers seal + ° + i / - � , :,. •r . _� :..,.� of usin the construction materials „; zr-, .- _ »> 3. In. lieu 9 ste for c anges should include product ® � / � �, , +.. �: - �;:.' . - - ction. Re ue reviewing changes and redesigning ONED: PDD r time n Z � � + s -•.•G= t ' �'� / substitution riot to Constru q � spent 9 / • / c BUS Engineer for any P s onsible for the engineers t'm sp I • ® c� •. �.�' �, � �.• 'r - `. r ,t ' r / 9 ontractor shall be financially rep i.: here a licable: The c O =, eller ® I / w PP s 9 CFR Port 1926 Subpart P. For general / r �' �i'. �. o based on contractors request \ hall be in accordance with O.S.H. .Standard 2 Li a `� (� _ ® ® r n n' -- c LLC r:. ch Safe Requireme„Las Testing shall be / ® c I V EJ sem' .,.� �. / 4. Tien Safety 4. 3 details r s ecifications set out herein. 9 3 W S� ,or deta to the p NFA CAP 2 t � � � �5 :> � et arm all / \• ® )'• ti� f -�" r. - yam• -;, . _ t �. .. ,, `" �:� ,:�., s 9,,'-:.' / irements, see She ' � , ::; �_ . _ .� i"` .� ,-,. r ; _ .._.. . �. ' _ _ re u backfilling shall con due to substandard work shall � - �. .;.: ,.,, q �ry ,� ..� 1 _ ,: �-.� -- � ING: All trenching and ba dards. An retesting d a r f _ r MAR K ET - / BACKFILL these stn Y es of all Acre..ti.. f SIRE TRENCHING AND f r . � <�.-_ .;;< .,�> � ET 5. se to vers beyond the curb Un ® 1 20 7 � : F Owners ex en o extend 5 y • ri'I � . .. �,.. ;.• � ' : ••' � �x= / the P and sh II L7 R e • h ` d. Iabara.C) at _ ® ) .- � y..: : ,1 _ .��•.. - / r u,. `� ,s a certified rY� <_\ F � i _ + :;_ \ ..., a �� '�.:. • �::� x � provided by ea hall clu � e all sidewalks x a' - t 7sh "3:. P ructural ar s s i2 4 - -- 0 actor. St - ,. / ,;� -�,- ' � R : 0. � ,i / the- Cant. I ear v�° " expense of vities n • -6900/1Q3u 4 ..� - , .. �.,', ,� .� ,, w�. ..,�,:, 6 at the e struction yeti w ns re aiding cons are ede S.r . ,; �` �,>, d a to CiIre _,� ,>,�:. .r='� ,� e s an 9 all St the�„ F '� - � all Pets es with tY\\,a,� .. F e ` h procedures .� , , -s ' �• � I w d roc \ or to Y work an P n .rl:. ' ` o tract comply osed c ri, - nate al top ,ran � ._�.�: _ .,, _:_ �, n:� :� . �. ... ' . � ._-:_:._------- � , '• onsibilit of the c n ordinate P ' .•r. it the resp Y shall c / «. 7• ,.. �_� 6. I co tactor > �. pant t � • � , ... ,,t . _� d . ,:, .. � _ the c - _ ® ran 4 itional) r_ • :.,. _. _ ..,._ >,:. ,_ -: H d ,� � ,,��� �,. ti .'' • • . / �`± Ines. Add Y� ~':_• _ ,� - . .,�. ,._ _ ower I sed. All overhead is u s / ,:._ .. ;.. ,.. .-. = ,_ .. . - .:_, , ,r,. _. _,., . •�r� energized o P which en he item in wh it .x' subsidiarysi �. su b consider he i 3' Division m shat � .: r- � ,; �:> .. � � e m b l 3 � _ .,�• ,, ... Electrical D id Item - ASS y -. ,,. <.: }'Y / Separate B cit .... .. .. _ .. ._ - ��- , __ �. _ . . _., :�- _ a . ...,: as a S ,�,._ .,,�..r_..�.. �. �,�.._ _ .;_. _..:. ..;;., --. „_ a,.- :, .., ,. -t ,.� .��....xr . ,._ .:... : _ � - ` S I d e sr;entified P e noted. • met^ (� 5 - I b r r � therwis W Detention Pond Area Ar 4` m t 3 , Zff • � 4 t I \\\ -r r 1 t l s x � J �Fl re Trash Compactor wl Screening Fence" Hydrant �\ Assernb IY Fire 7 c 1 cf!-ant',• ribly Sanitary Sewer't! F Manhol i�Y P e All LP G Fi re PIT TANf� x191 -§ j rt r • .Lo y' Ass ;,, :�, , ..s' � Q �� •�, `� `�t.x 1Jrst-�4r�a Block �iP�t' 7 c iia x`146 -s31r rrrt •3��:r} �J' , a-'. 19.65 C ZONED PD) �v ►. O, 0, -�• ' �� '��� �� fid° ��'. ` � � ``.:' btu. �• `�` .:d '.� St���'dX° �� �y '� �' _m. 1 A ., .• �. , i ,t• '�G ',� _���,,.�`� l'i'ra.: ' _ v,... ire 8 00/1 48 ��.Flydrant IP Electrical P • TYP a 3�+a7wL�le°�at; 9 7.5' Side Setback \ Fireplace TYP - • ' �I ■ • ® ' , �:"••-._ ■ ..gs� iia-L��;n`1';it �a • FIX', 0 common Open Space • •• is P M FDC m FDC 11 I 7. All materials & a o , "'�•�" ✓I' .be 'both furnished and instdlied unto ss o vide on these plans. - Ire Hydrant Assembl a Street materials and equipment sha i f' 8. The Contractor must provide construction staking front the -information pro Setback '' 9• All soil exposed by construction_ shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight ,if properly barrigadedste s, and any other Public or Private Utility, etc. are not separate C_ ' 11. Adjustment of Water Meters, Valves, Manholes, irrigation St t I construction of Sewer Line, Force Main, etc. C I y r pay items. The `Price of the ndiustment shall be subsidl€1 toun;cti' l ns, BTU, Atmos Energy, and Verizon to adjust the location of I Z I Fu `u L / 12. The contractor shall coordi iaie with Suddenlink Coli fn k 5 existingfacilities_ �' 13. The contraat�r is respon6ible for 'raffic control. This is no a separate pay item. 0 0 ( R � 14. No spoil areas are ev�yilable on this site. a Dint five feet above grade. Such I 12 0 ,, AC d roi.,nd rnc;!T}ed mechanical equipment shall b 'iclotnmeasu measured r i plated so as not v be visible from shall � Z , ; 15. All roof an g . a ZO E PD public right-of-way or `res e. : district within i50' of the su.�t c oordin❑led-.:ith the building architecture, moers, colors, and scale to maintain a unified screening shall be c however in each instance, the entirety of the Indsco, ,;Ing"'to sateen: I �- '' 7 use evergreen !' umbers are shown within each building footprint. Certificate ef-`Occupanct;:.� may be requested for each dbuild u9d ng numbers h � Cert -_ •, aIle 1 st • �- a been in -ONE CS y LLC waterline loop and hard road-- surface will have ADA routes through complex please refer to Grading Pla p 17_ For I be ' ermitted separately. escribed in the project specifications. can source ' t s - wil s d h e P e light -e 5- a a posts Th n of si � Ordinance. 9 1 'non g��,_,� All Ordi ���zL/�l.I 8. sig!) P t 7 1 9 ' e s en . �> 0 to si ria a shall utilize custom decorative g f ection 7.10 of the Unified Development will be mounted in c5 19. All onsite 9 9 , .. the standards o Fixtures wi to !i ,•tin will meet project light horizontally. / q Q ' din & si g 9 I direct) p 1 9(� ' ^�' i 4(.� 20: Exterior building alt shall Y e sh 0 ho using and no fixture r `� opaque a I/ shall not project below an op q - -End Of such a manner :that the projected done of light does not cross a. property line. - Rip Rap 21 No. combustible building material will be allowed on site unt"I fire hydrants are operable and fire department- approved emergency access has been provided. Road Construction ELEVATION CERTISCATE SITE PIAN NOTES: 1. Name of Project: The Cottages of College Station 0 �%♦ 4' c \ 2. Legal Description:: Lot 2, Block 1 The Cottages of College Station Subdivision 3. Owner: Rob Howland, C.O.O. Capstone - CS, LLC 0+0 431 Office Park Drive O IBirmingham, AL 35223 ��� � IRM O/, (205) 414-6416 VSO 4. Engineer: Mitchell & Moryun, LLP. 511 University Drive East, Suite 204 �/ College Station, Texas 77840 / (979) 260-6963 REVIEWEDI �� 5. Zoning: PDD - Planned Development -Granted by Ordina ce #3137 a 6. Existing Use: Undeveloped -`Jacant sed c•; Use: Multi Family Ins. Propo T' / 7- Setbacks: Per City of College Station Ordinances UN 0 9 ? 01 ry 8. Site Area: 54.4 acres Density =6.78 du/acre Peakr gpm i 9. Water Demands: Min.=O qpm, Avg.=94 gpm, ��--��, 10. Sanity Demands: 136,050 GPD COLLEGE _ [IAT�� r c� 11. Proposed Development on this site is not located ,bedwithin inoa manner fto beableto be indivi wally E @9 „buildings/units must be plunI 12. All master metered fEin the future. laced on the building facing the parking lot stati 13. All FDC's shall be identified with ❑ placard P c a the Fire Marshal's direction. = 3 g r� Number of Bedrooms = 1352 Number of units shed b individual door to door pick u servicA .„ ` 14. the site will be accompli Y 15. Garbage collection throughout �Jo d: PI � K � �� / l per FEMA7s Flood Insurance Rate M p panel part of this site lies within the 100 -year floodplain bounds p JUN 02 2011 q � i �V I ` , 48041 C0182 C. Effective Date: July 2, 1992 OH 4a0LLEU y iAi !ON Electrical - DEVELOPMENT lWICt -YP f�Pole P r F11 -EDD Li I F u t u re Lot 3 _ .82 ACRES v ZONED: PDD CAPSTONE-CS,LLC R Acres 8900/148 Lwmd Property Boundary Easement Fire Lane -FIRE L ANE - FIR LANE -1--_ Water Line WL SS - Sanitary Sewer Line -' Electrical Service -- 1 Phase Elec - ^- 3 Phase Elec -- 0- 600 -Amp Elec Contours �� 0 CAN ------ ----- - -- Underground Telephone --"-' -- Typical Crosswalk Location Setback Line ............•.... ' FDC > Cleanout® MH Street Light + Transformers ®® Switch Gear Fire Hydrant 13 Water Meter G Sidewalk Drive/pavement Ares NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise__ 11 All curbs and curb ends designated as rr firelones on plans shall be painted red with *4" (four inch) white lettering stating FIRE LANE "FIRE LANE -NO PARKING -TOW AWAY ZONE" a Wording may not be spaced for than fifteen (15) feet apart. DESIGNATED $ 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. PARKINGitioE LkN_gm MFIRE LANFP-XI -1P - FIRE LANE STRIPING ONLY 18" x 12" See Ordinance for additional Information O FIRE DANE SIGN `X PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322,23 AIN -.7�+• a'ta l .i . : ,, } � r •Y 7 yr ,exp ". {t.5 r, :: ail i h ir`= ..a'• -:.t:. _. rs..�u, r - ,-� +� . + {a i..�sr k; `� _ u v � -s- sir v ,�.+t�l'-se'•L. �`v9 =r:s-' r s n \r ti h t3 �Ya 0H 7.5 Side Electrical Setback Pole TYP M, .;k a v. I eacE . w-ultgg •i� _ I Y. t1E a 4 0. t r y n ® ate® �s ® r. i , �.i�,v °�.��", �. �: � \ r :{ ; - � r0 .... ... .......... feouBocceba­ Rt t 'n'' # d§..,b 5e+. •t'a '" >; ;4 .+. r -t, '� tm'e •r, ¢ r. U rt - td t F< nc 1=- .f E'r` S Y' t �' i tI t w �. �1 is ��� � t� it t,".� s '' :,r-"=-ra��'(•.,:,,R . a� e-:- 2a3�,.. ' �� - `r, 1w � • "'�^yy- d t.<C it crr h, _ � '' � s • i , ri't. : 4 f,' t�•� \ tcxc r•"kE t : E.. r, i- i✓ -1,. r t s 7 t E CommonTennis k- •�`�^�t`Y'�4 l10 a..f� Open Space CoUits �i�'•i' ; a7 Volle ball y - \ -a �'��.'4 •:fib' _ f l -. 5112 b a�•' 't`� ,� wti'a � h4 : , •� �' ;, ar �� �, t �y r �, N}t� f ��w Block 1 Lg '".v`x•- -•\ '7• .?w, , y i r `': i r '. a.; .:1 ."5 a :#; � x... f: ",a. 4 � . s i �,, - _ Nl` 54 • I OV' ACRE -S------1 Y'lt ti' , :v_ sa � sG.. 4`t,+J• P. ? l ? , .t'•4' 2 - azt \ ;sF' ;jar, ys` � �.. ,•- t c, t / !$-UE- 2 tE \, _ '•'�,} c•d#,.a `.: Y; �yl k y n i t a r .Sewer ��'�� .!>.� • { Manhole-TYP f I- Ire Hydrant Assembly I,$v Common ' '..Open L _ � nes Hydrant Space C Lodge 1 Bed 6 W - 1 1.5 Assembl r t 12 7156 .. , y �, l •.ender ,t>�. _ y,'' 3 2 1.5 45 Firef - ' # of BUILDINGS # OF UNITS # OF BEDROOMS PER UNIT # OF PARKING TOTAL SPACES REQ'D PARKING (1,1.25,1.5) SPACES REQ'D Hydrant �h C Lodge 1 Bed 6 3 1 1.5 Assembl r t 12 7156 .. , y �, l •.ender ,t>�. _ y,'' 1' a 1 Open Space a�y�g -Ire --lydrant Assembly Fi re Hydrant Assembly e f i J _ C �\ \ \\ A "gin � •y �'f�`.r7 t f � �,a .� - r ,r " _ V O 1{r \ C. - -��s ;� t � 1 ant . v d �,R, , ,t •:t y. �''�, � 5 t��� i , O C/ '\� \ \ --�\ S \ t•`^f, �t.k. {.'t t �r ^. i ���`,7, t'%�.0 `�:,c.W.srai Y: _a,,.:.__i. r,+ ..;,.x;... ..r.+_, _ mF. v,�,...,ux / ` i� \,' \ \\\\ s�^- t. n�.� k { ir, .kx r. t t r`r �- Y 1�f' rte _H 'i�.'.-�' a a t TA* A y ' .7 \ +Y rt,r r l 53% V i� fI F Common �. S �Open Spare k \ � \\\ \ � £', ( r^�YF• � r 7 l �i,9� � �1�, ! 'i ��/j'%�".✓ ;� '� \. \\\. 1v��,, � t at'. ,r t , "Y z. -r `',�� "'. t ti: `-,�.q st�"'%'�,.c3 ,'fi"i ��7 1 � i � �'2, \ ''` A ' >�li• / Y _ �� a r � �� �' '� r4 2: -s �t . t !�;(. :'a..- U 9 O a V% � �'•'�' f \� \ C / -\ ' • ,NMI \ \ t a£ •; x'r'\. \ \ �7 \ i Fa4 s�j+ s:_4 s} J r st 1_.r t3. {. .�;. \ rhe r;; :01: .:�- e?' ✓� T-... ,S�i' - .} + ,: ..y : \ \\ \\\r � � �� }'`�A4. 1 r .'. 1•�, ,Srt �G t 'i Fire Hydrant \ w Q �0 \ \\ ; Landscape \ Q w .\.a� Assembly 0 Plan for \ \\ \1 ti r. - \�^^ \.\\, ,Details ` � .cry^' 410 \ p \ OUTSIDE CITY 41\ �, ®� �-�,n _\IN t= Qentbdc a. f LI M ITS ,f+ `� } \� - \ \�_�%'� /'•moi ...fv-J:I ER164AtSeY,nAP.2NiJ9/l Z N -ire -lydrarit \ssembly U Common Open Space ire yd a nt SS mbly p\ ;?j�".'• /�%ice /�.�'--.E ' i (,�+_ �% 12 M, 10 Fireplace Are a -TYP Maintenance Shed Lot 3 B .82 ACRES ZONED: PDD CAPSTONE-CS,LLC Ac re s 8900/148 7.5' Side �-30 Setback Future Lot 3 T Block 1 9. ES ZONED: PDD NF CAPSTONE-CS,LLC Rem. 120.76 Acres X00/148 Electrical Trash Compactor w/ / Screening / } Fence / , 41/ X11' - OUTSIDE CITY _s �t {: LI M ITS PARKING LEGEND - UNIT NAME # of BUILDINGS # OF UNITS # OF BEDROOMS PER UNIT # OF PARKING TOTAL SPACES REQ'D PARKING (1,1.25,1.5) SPACES REQ'D Parldrig Spaces Provided 1453 2250 Lodge 1 Bed 6 3 1 1.5 27 Handicapped Parldng Spaces Provided 12 7156 Lodge 2 Bed �, 5 3 2 1.5 45 Parld Spaces Required n9 Pa eq __- 1394 1500 Lodge 3 Sed Lodge 4 Bed Manor 5.6 Du lex 4.4 Du leX 33 Du Lex 17 �, 10 �' 8 1 42 1 7 1', 13 3 3 4 2 2 2 3 4 5 5 4 3 1 1 1 1 1 . 1 153 120 160 420 56 78 2 5 SBed Manor Unit 7218 5BedCottage 1, 18 1 5 1 90 - - ----- 30'-8" 2250 4 Bed Cottage � 18 1 4 30'-8" 72 ._ 9 5Bed Cottage 1789' 3 Bed Cottage 4D 1 3 1 120 2 30'-V 2250 2 Bed Cottage 12 1 2 1.5 36 1 12 5 Bed Duplex Unit 3668 2. 30'-30" 1750 1 73 5Bed Duplex Unit 3658 2 30'-10" 1750 TOTAL 7 11207 3668 2 30' -SD• 1393.5 Lot Type Interior Sq. .Feet #Stories Overall Ht. FireFlow # Hydrants Red ftqd 1 SBed Manor Unit 7218 2 30'-8" 2250 2 2 5Bed Manor Unit 7156 2 30-8" 2250 2. 3 5Bed Manor Unit 7156 - 2 - 30'-9" 2250 Z 4 5 Bed Cotta e - - 1789 2 3D'-6" 1500 1 5 1513ed.Manortlnit 7218 1 I 30'-8" 2250 2 5 SBed Manor Unit 7218 2 30'-8" 2250- 2 7 5 Bed Manor Unit 7156 - 2 30'-8" 2250 2 8 5 Bed Manor Unit 7156 Z 30'-8" 2250 - 2 9 5Bed Cottage 1789' 2 307-6" ]500 1 10 5 Bed Manor Unit 7218 2 30'-V 2250 2 11 5 Bed Cottage 1789 2 30'-6' 1500 - 1 12 5 Bed Duplex Unit 3668 2. 30'-30" 1750 1 73 5Bed Duplex Unit 3658 2 30'-10" 1750 1 14 SBed Ou lex Unit 3668 2 30' -SD• 17517 1 35 5 Bed Duplex Unit 3668 2 30'-10 1750 1 16 5 Red Cotta a 1789 2 30'-6" 1500. 1 17 5 Bed Cottage 1789 2 301-6" 1500 1 38 3 Bed 2Sto Cotte a 17&1 2 25'-5" - ISO[) 1 19 5 Bed Cottage 1.789. 2 30'-6" 1500 1 20 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 21 3Bed 2Sta .Cotta a 1150 2 25'-5" 1500 1 Z2 SBed Cotta a 1789 2 30'-6" 1500 1 23 15 Bed Cottage 1789 2 30'-6" .. ism 1 24 13 Bed 2 Story Cottage ]280 2 25-5" 1500 1 25 1.3Bed 2 Story Cottage 1280. 2 25-5" ISM 1 26 3 Bed 2StaryCattage. 1280 2 25-5" 1500 1 27 5 Bed Cottage 1799. 2 30'-6" 1500 1 28 5 Bed Cottage 1789 2 30-6" 1500 1 29 1 Bed Cotta a 512 1 13'-8" 1500 1 30 1Bed Cottage 512. 1 13'-W - 1500 1 31 4 Bed Catty a 1451 2 22'-9". 1500 1 32 4Bed Cottage 1451 2 22'-9" ism .1 33 5 Bed Cottage 1789 2 301-6" 1500- 1 34 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 35 3 Bed 25tory Cotffige 1280 2 is' -5" 1500 1 36 3 Bed 2 StoryCotta a 3780 2 25'-5" 1500 1 37 5Bed Duplex Unit 3668 2 30'--10" 1750 1 36 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 39 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 40 5 Bed Duplex Unit 3668. 2 30-10" 1750 L 41 5Bed Duplex Unit 3668 2 1 30'-10" 1750 1 42 5 Bed Duplex Unit 3658 2 30'-10" 1750 1 43 3 Bed 25tory Cottage 1780. 2 25'-5" 1500 1 44 5Bed Duplex Unit 3668: 2 30'-10" 1750 1 45 SBed Durlex Unit .3668 2 30'-10" 175D I1 1 .46 5Bed Duplex Unit 3668 2 30'-10" 1750 1 47 5Bed Duplex! Init 3668 2 30'-10" 1750 1 48 4Bed Cottage.. 14512 ' _. 22'-9" 1500 1 49 3Bed 2Story Cottage 1280-. 2 1 25-5" 1500 1 50 5 Red Duplex Unit 3668 2 30'-10" 175D 1 51 3 Bed Duplex Unit 2560. 2 25'-5'. 1500 1 52 4Bed Duplex Unit 2950' 2 22'-9" 1500 1 53 3 Bed Duplex Unit 256 2 .25'5" 1500 1 54 3 Bed Duplex Unit 256 2 75'5' 1500 1 55 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 56 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 57 SBed Duplex Unit .3668 2 30'-10" 1750. 1 58 5Bed Duplex Unit 3668 2 30'-I0" 1750 - 1 59 5 Bed Duplex Unit 3668 2 30-10" 1750 1 6 3 Bed Duplex Unit 7566 I 2 75'-5" .1500 1 61 4Bed Ca=ge 1451 2 22'-9" 1500 1 62 3Bed 2 Story Cottage 1280 2 25'-5" 1500 1 63 3 Bed 25tory Cottage 1280 2 25'-5" 1500 1 64 3 Bed 2 Story Cottage 1280 - 2 25'-5" 15W 1 6 I -Bed Cottage 512 1 13'-8" 1500 1 .66 15Bed Duplex Unit. 3668 2 30'-10" 1750 1 67' 15 Bed Du lex Unit 3668 2 30'-10" 1750 2 68 15 Bed Cottage 1789 Z 30'-6" 1500 1 69 15 Bed Du lex Unit 3668 - 2 30'-10" 1750 1 Lot Type 139 48ed a Interior, - Sq. Feet �tt rr%es 1451 % % j_'22'-9" Gverall HL FireFlow 1114ydrants geqd Re 1500 1 ]AO SBed Cottage 1789 2 30-6" '1500 1 ]A1 2Bed Cottage - 832 1 __ - 16'-2" 15W 1 142 111edCottage 512 1 13'-8" 1500 1 ]A3 4Bed Cottage 1451 .- 2 -.22'-9" 1500 1 144 2Bed Cattage - 832' 1 - 16'-2" 1500 1 145 3Bed2Story Cottage 1180 2 75'-5" 1500 1. IAB 28ed Cottage 832 1 I6'-2" 1500 1 147 2Bed Cotta a 832 1 15-2" 1500 1 148 5Bed Duplex Unit 3568 2 30'-10" 1750 1 149 5Bed Duplex Unit 3668 2 �2- 30'-10" 1750 1 ]50 5Bed Duplex Unit - 3668 2 30-10" 1750 1 151 5Bed Duplex Unit 3668 2 30'-10" 1750 1 152 SBed Do lex Ualt 3668 2 30'-10" 1750 1 ]53 56ed0u tax Unit 3668 2 30' -IW 1750 1 1% 5 Bed Duplex Unit. 3668 2 30, zr 1750 1 755 5Bed Duplex Unit 3668 .12 30-10" 1750 1 156 5Bed Duplex Unit - 3668 2 30-10" 1750 1 757 5Bed Duplex Unit 3666 2 30'-10" 1750 1 - 158 3Bed1StnryCqqage 1141 1 15-2" 7500 1 159 MedlStory Cottage 1141 1 15-2" 1500 1 160 14Bed Cutty a 7451 2 22'-9" 1500 1 161 38ed2Story Cottage 1780 2 .25-5" 15W 1 _ISL 3 Bed lStory Cottages 11,11 1 15'-2 1500. 1 163 2BedCottage . 832 1 16'4" 7500 1 164 411ed Cotta a 1451. 2 22-9" 1500 1 165 23ed Cotta a 832 1 I6'-2" 1500 1 166 4Bed Catty 1451 2 22-9" 1500 1 167 28ed Cotta a 832 1 16'4" 7500 1 168 28edcattage, 832 1 16'-2" 7500 1 169 58adCattage 1789 2 30-6" 15W 1 170 311edLodge.Unit 3740. 3 42=4" 15W 1 171 3Red Lodge Unit 37,10 3 42'-4" 1500 1 I72 IBed Lodge Unit 1782 3 -.42'-4" 35W 1 173 lBedLodgeUnit 1782 3 42-4 1500 1 174 3Bed Lodge Unit 3740 3 42'-4" 1500 1 175 36edInUnit d ort 3240 3 42'3" ]SW 1 ll6 38ed Lodge Unit 3240 3 42W 1500 - 1 177 13Bed Lodge Unit' 3240 3 42'9" 7500 1 178 38ed Lodge Unit 37,10 3 42'-4" 7500. 1 L3 3Bed Lodge Unit .31,10 3 42'3" 7500 1 180 2Bed Lodge -Unit 2582 3 42'-4" 7500 1 181 2Bed Lodge Unit 2592 3 42-4" 1500 1' Iffi 4Bed Unit 4212 3 42-4" 15M 1 783 4Bed Lodge Unit 4212 3 42-4" 1500 1 I84 4Bed Lodge Unit 4212 3 42-4" 15W 1 785 4Bed Lodge Unit 4212 3 42'3" 1500 1 1% 4Bed Lodge -Unit 4212 - 3 423" 75170 1 187 4Bed Lodge Unit 4272 3 42'-4" 7500 1 188 3Bed lodge Unit 3240 3 42'3" .1500 1 1B9 3Red Lodge Unit 37,10 - 3 42'-4" 1500 1 190 2Bed lodge Unit 2592 3 42'4" 7500 1 191 38ed Lode Unit 3240 3 42.4" 1500 1 302 4Bed Lodge Unit 4272 3 42-4" 7500 1 793 4 Bed Lodge Unit 4212 3 42'-r 7500 1 191 36ed lodge Unk 3240 3 42'-4" 7500 1 795 2Bed ledge Unk 2592 3 42'-4" 1500 1 1% 20ed'ad Unit 2592 3 42'3". ]500 1 797 3BedLodgeUntt 3240 3 42'-4" 15170 1 798 4BedLdgaUnit 4272 3 42-r 1500 1 799 38ed ledge Unit 3240 3 42-4" 1500 1 200 SBed Lodge Unit 1782 3 42-4" 1500 1 201 llBed Lodge unit 1782 3 42'-4" 35W 1 202 3BedLodgeUnit 3240 3 42'-4" 75W 1 203 4BadLndgeUnit 4212 3 42'3" 15W 1 204 3BedLadgeUnit 3240 3 42'3" I5W 1 205 3Bed Lodge Unit 3740 3 42'3" 1SW 1 206 SBed Lodge Unit 1782 3 42'3" ]SW 1 207 IBed Lodge Unit 1782 3 42.4" 15W 1 t 1280 1 I 25-5" 1500 1 1 l `` I I Legend Property Boundary - Easetnent - Fire Lane --- FLS` LANE FIRE LANE Water Line WL - Sanitary Sewer Line ss Electrical Service --- IaE- 1 Phase Elec ''-- 3 Phase Elec ----3 o 600 -Amp Elec --ion-AmP -ter- Contours - 310 CAN -- Underground Telephone to Typical Crosswalk Location F -,4r- �� Setback Line ....................... FDC > Cleanout MH Q Street Light + Transformers BR Switch Gear Fire Hydrant Water Meter II6,,ql SidewalkEm Drive/pavement N Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to f C, Unless Otherwise Noted. Lot Type InteriorSq. Feet #stori s a Overall Frt. Fire Flow # Hydrants Reaa Req 70 5 Bed Duplex Uhlt 3668 2 30'-10" 1750 1 71 5 Bed Duplex Uhit . 3668. 2 30'-10" 1750 1 72 5 Bed Duplex Uhit 3668 2 30'-10" 1750 1 73 5 Bed Du lex Uhit 3668 2 30'-10" 1750 1 74 5 Bed Duplex Unit 3668. 2 30'-10" 1750 1 75 5 Bed Duplex Unit 1 3668 2 30'-30" - 1750 1 76 513e, Du ex Unit 3668 2 30'-1G" 1750 1 77 5 Bed Duplex Unit 1 3668. 2 30'-10" 1750 1 78 4Bed Duplex Urdt 1 2950 2 22'-9" 1500 1 79 3 Bed Duplex Unit 2560. 2 25-5" .1500 1 SO 3 Bed Duplex Unit 2560 2 25'-5" 1500 1 81 3 Bed Duplex Unit 2560 2 75'-5" - 1500 . 1 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 83 38ed2StoryCottage 1280 2 25'--5" 1500 1 84 2 Bed Cotta [I. 832 1 16-2" 1500 1 85 3 Bed 2 Story Cottage 1280 2 25-5" 1500 1 86 3 Bed 25to Cottage 1280 2 25'-5" 1500 1 87 2t3ed Cotta I 832 1 16'-2" 1500 1 86 3 Red Dt1 leis U"it I 2560 2 125'-5" 1500 - 1 89 SBedCotia ll89 2 30-6" 1500 1. 90 3Hed25to a 126 Z ZS' -5". 1500 1 91 IlBedCottage512 1 13'-8" 1 1500 1 92 lBedCottage 11 '.. 512 1 ]3'-8" 1500 1 93 3 Bed 2 Story 1280 2 25'-5" 1500 1 3 Bed Z Story 0 ktage 1280 2 25'-5" ism 1 95 2 Bed Cottage .932 1 10-2" 1500 1 96 5 Bed Cottage 1789 2 30'-6" 1500 1 97 5 Bed Cottage 1789 2 30'-6" 1500 1 98 3Bed2StDryCA lage. 1280 2 25'-5" 1500 1 99 3 Bed 2 Story ftage1280 2 25-5" 1500 1 100 3 Bed 2 Story a e 1280 2 75'-5" 2500 1 101 3 Bed Duplex U It 2560 2 ZS' -5" 1500 1 10Z 4 Bed Cottage 1451 2 22'-9" 1500 1 103 3 Bed 2 Sto a 1280 2 ' 25t.51 1500 1 104 5 Bed Cottage I 1789 2 1 30'-6" 1500 1 105 48edCattage 1451 2 22'-9" 1500 - 1 106 1 Bed Cottage ( 512 1 13.'-8" 1500 1 107 1 Bed Cottage 512 - 1 13'-8" 1500 1 108 1 Red Cottage( 512 - 1 13'-8" I5D0 1 log 3 Bed Duplex U it 2560 2 75'-5" 1500 1 110 tied Duplex U lit 2950 2 22'-9" 1500 1 111 8 Bed Du lex U it 7560 2 25-5" 1500 1 112 d Bed Du lex u it 2950 2 22'-9" 1500 1 113 3 Bed Du let unit . 2560 2 25-5" 1500 1 114 4 Bed Cottage 1451 2 22'-9" 1500 1 115 46edCotta �) 1451 2 22'0 1500 1 116 3 Red Duplex UIl it 2560 2 25'-5" 1500 1 1 117 3 Bed 2 Story 1280 2 25-5" U00 1 118 4BedCoMge 1 '... 1451 2 22'--9" 1500 1 119 3 Bed 2 Story Cc ttage 1280 2 25--5" 1500 1 120 3 Bed 2 Sto 1280, 2 25-5" ism - 1 121 3 Bed 2 Story 1280 2 75'-5" 1500 1 122 3 Bed istory Cc ttage U41 1 1 15'-2" 1 1500 1 123 3Bed2storyChage 1280 2 25'-5" 1500 1 124 4 Bed Cottage : - 1451 2 22'-9" 1500 1 175 3 Bed 1 Storyage 1141 1 15'-2" 1500 1 126 1Bed Cottage 1, 512 1 13'-8" 1500 1 127 l Bed Cottage 512 1 13'-B" 1500 1 728 4 Bed Cottage 1451 2 22'-9" 1500 1 129 2 Bed Cottage 1 832 1 16'-2" 1500 1 130 4 Bed Cottage 1451 2 22'-9" 1500 1 131 3 Bed Z Sto 1280 2 25'-5" 1500 1 192 4 Bed Cottage 1451 2 22'-9" 1500 1 133 3aed25toryCchaRe 1280 2 25'-5" 1 1500. 1 134 38ed2StorvCcftape 1280 2 25.5" 1500 1 335 4Bed Du lex Ut 2950 2 22'-9" 1500 1 136 4 Bed Duplex Ur jt. 2950 2 22'-9" 1500 1 137 14 Bed Duplex Ur it 2950 2 22'-9" 1500 1 138 13 Bed 2 Story tage 1280 2 25-5" 1500 1 1 l `` I I _ IIUI Builditagsa e V B Consttuetion ----------- � P c 1G S 31 I6v � r `j i4 av L TX Firm F-1443 6 i �• °5 t -7 T.979.260.6963 e, i 0 ►Z z z J F.979.260.3564 511 UNNERSITY DRIVE EAST R�''CCkk. `MEWED F�_,� t Mr -104 JUN 0 i ryp•,z�gg o" L Cazsr San tAerx TAT I IEIG - RL-DVIE EDF OR mim n,) e. LUJI C LL'tuic o ie;o ON DEV OPMENT SERVICES COLLEGE STATION, TX 778 PLAN & DESI SPECIALISTS IN CML ENGINEER4 NO HYDRAULICS HYDROLOGY a UILITIES 1 STREETS SITE PLANS SUBDMSIDNS www.mitchell ndmo an.com Firm #F-1443 05/31/11 ...................................... VERONICA J 13 MORGAN .................. .. ............. ( ON1�L _ a NA (}m Q C� CT) C,U oo,v z L_ ~ 0 IL d 0 CJ P9 FILED: 3 Y8fi D. q. I MET H/C PKG. SIGN -WHITE LETTERS, 1 SYMBOLS &STRIPES ON BRIGHT BLUE BACKGROUND 1 2" VAN LQ �j (�) PARKING ADD' L SIGN 0 VAN SPACE ONLY C� r ONLY � J R 1-11Z -TYP. 2. a}Q) EFQ2 TO SPECS FOR CUSTOM SIGN POSTS -3A POST co 6'- GV STD ST PIPE -FILL W/ CONC. t0 o 1/2- EXP. JOINT . SLOPE CONC WALK41 a :il I • A CONCRETE FOOTING ' 4 5/8"x Be STEEL BAR THRU POST INSTALL ONE SIGN PER LOCAL ORDINANCE "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT " DISPLAYING DISTINGUISHING PLACARDS 1'-6A OR LICENCE PLATES ISSUED FOR PERSONS (DIA) WITH DISABILITIES WILL BY FINED. HANDICAP SIGN I D IN TA LATIQN DETAIL PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 I A bre Lot 1 Block 1 z 0 C 9.65 ACRES C_ ZONED: POD 5' P U E A&P 15' PUE & LLI P (V011011. 0 (Vol.101 1 PG.231) NF CAPSTAN S, LLC - i I 01 Rem. 12 Acres 0 89d0 148. EASEMENT BY SEPARATE X Lot 1 Block 3 ff -Q, --7er # F-1443 0.88 ACRES Future Lot 5' PAE ZONED: PDD TX Firm (Vol.10119, PG.231) Block 5i. 7.979.260.6963 12.05 ACRES H F.979 260.3564 VARIABLE WIDT;,�,F�.U.E. FLOOD POD ZONED 511 UNIV= DRIVE EAST -CS,LLc 1kyj k 3, SU 1: 204 (Vol. 10 119, FG.231) "kTON'E $w r NF 6A 's Rem. 12 .76 Acres Fum'; %-�rz 11h 7- V 'AnKI -7-72An �& COLLEGE Cf -_C CTA TV INSTRUM 89UU 148 top 17 'k� z :4-M MARKET STREET (By ®the 1. J11 BUS SHELTER Prop. 1, 60 R.O.W. PE III BARRIC EP TO BE DEFINED Z' BY FUTURE R25.5' SetbaADDEIDUM Streeti Uigh R25.5' (TYP) ....... .. - aia ... .. ...... S Stop I'll YEN ii tttt #- 5n 50' Jl Pro p 12" WLI 4M am N-/ I I I, ­ 11, t 0 7.5' Side Setback r. AVY J N, X 7 iTT U O.E. LINE .Future Lot i I'S Block 1 T -F 19.65 ACRES rRighU ZONED: PDD NF CAPSTONE-C�, R LLC .................. Rem. 120.76 Acrq 8900/148 1 C e I :, BTU O.E. LINE rT 2. INS oo-mm kaun A `7 M A". LT; 4 Prop. C.O. E IUE--\ (Typ) N M FT R T4� F - - - - - Street Light (TTP)t V ). 30' E. FE & 4 I `--Prop. 30" 1 rZT-M comm. M In Prop.. Hurl:; Easement Fire Lane -- FIRE LANE FIRE LANE Water Line WL Sanitary Sewer Line - -------------------------- ;I ---- 'IF Prop. C.O. E IUE--\ (Typ) N M FT R T4� F - - - - - Street Light (TTP)t V ). 30' E. FE & 4 I `--Prop. 30" 1 rZT-M comm. M In Easement Fire Lane -- FIRE LANE FIRE LANE Water Line WL Sanitary Sewer Line ss Electrical Service _U 1 Phase Elec 3 Phase Elec --3 00 -Amp Elec Ex.Contours -310 CAN e1 Y V Typical Crosswalk Location rZ/Z/ Setback Line . ........................ FRI., FDC > . ei- liggg Cleanout 91 MH (D (TYP) Prop. C.O. E IUE--\ (Typ) N M FT R T4� F - - - - - Street Light (TTP)t V ). 30' E. FE & 4 I `--Prop. 30" 1 rZT-M comm. M In CIVIL ENGINEERING * HYDRAULICSA HYDROLOGY s MUTIES a S71REETS c(IRRENr SITE PLANS ' .r1UBDIVIvIOP'I.S 1. Exist.' 8' VIEW Siddwal 5'PA Frt rf www.mitchella mornan.co43m rr (Vol.10119, P 2_31)�� Sidewalk _v )5/31/11 fr ... .......rR rA "P, ERFO• FN r-r oig .................. .. cam-`s "St. 8 7789 0 ldz7a�k T S r - C.) ON a -r \ �. �V 1% 1, ,fqqjp ti, W, - to14�11 _4F h a^7.19,MMMUITMO 4� J M D h. pgj- tq.AN tv I" I "I v `7 4. Ys -r 5' Front La -11 4. fI Setback (D eV 4 ­ull 'tais \ '4fi \\ti \ 1`\•`• -•� - �:� N,srF _ _. r t „rA \i. ` ,/'• .r,-,.C:jw; �{a) r -4 0 L 41 L fmffli� Ifi E 3 � _ , y t` � ''�S.��1i � \ ``♦ \, - ,f•6e'. -- .- •'•-r I_/V RIM z 0 r V x IV A %41 \41 0 LL_ k\ VICINITY MAP _0 NTS 0 0_ x , 0 n INW 112 Exist. uture 13:f nstone Sidewalk (By Dt R30' 3 EAS MENT B60' R.0- SE ARATE INST- "KAPKIT A Connect to 7 q Exist. Pavement Ent ra ce V - I ... .... ... ...... ....... Wall RESIDENT S 30" W 0 ga, Al , f na 1an.d7v.ea�Y,-.tJ:.? � i ' 0-11 11 1 -tit '115W I•- 11W,Rt R20' Sf 18" St Bar Legend Property Boundary Easement Fire Lane -- FIRE LANE FIRE LANE Water Line WL Sanitary Sewer Line ss Electrical Service _U 1 Phase Elec 3 Phase Elec --3 00 -Amp Elec Ex.Contours -310 CAN e1 Y V Typical Crosswalk Location rZ/Z/ Setback Line . ........................ FRI., FDC > Street Light Cleanout 91 MH (D (TYP) Street Light + Transformers BR 18.2 - Switch Gear 0 WN CIVIL ENGINEERING * HYDRAULICSA HYDROLOGY s MUTIES a S71REETS c(IRRENr SITE PLANS ' .r1UBDIVIvIOP'I.S 1. Exist.' 8' VIEW Siddwal 5'PA Frt rf www.mitchella mornan.co43m rr (Vol.10119, P 2_31)�� Sidewalk _v )5/31/11 fr ... .......rR rA "P, ERFO• FN r-r oig .................. .. cam-`s "St. 8 7789 0 ldz7a�k T S r - C.) ON a -r \ �. �V 1% 1, ,fqqjp ti, W, - to14�11 _4F h a^7.19,MMMUITMO 4� J M D h. pgj- tq.AN tv I" I "I v `7 4. Ys -r 5' Front La -11 4. fI Setback (D eV 4 ­ull 'tais \ '4fi \\ti \ 1`\•`• -•� - �:� N,srF _ _. r t „rA \i. ` ,/'• .r,-,.C:jw; �{a) r -4 0 L 41 L fmffli� Ifi E 3 � _ , y t` � ''�S.��1i � \ ``♦ \, - ,f•6e'. -- .- •'•-r I_/V RIM z 0 r V x IV A %41 \41 0 LL_ k\ VICINITY MAP _0 NTS 0 0_ x , 0 n INW 112 Exist. uture 13:f nstone Sidewalk (By Dt R30' 3 EAS MENT B60' R.0- SE ARATE INST- "KAPKIT A Connect to 7 q Exist. Pavement Ent ra ce V - I ... .... ... ...... ....... Wall RESIDENT S 30" W 0 ga, Al , f na 1an.d7v.ea�Y,-.tJ:.? � i ' 0-11 11 1 -tit '115W I•- 11W,Rt R20' Sf 18" St Bar Legend Property Boundary Easement Fire Lane -- FIRE LANE FIRE LANE Water Line WL Sanitary Sewer Line ss Electrical Service _U 1 Phase Elec 3 Phase Elec --3 00 -Amp Elec Ex.Contours -310 CAN I CIV Underground Telephone Typical Crosswalk Location rZ/Z/ Setback Line . ........................ f. . FDC > Cleanout 91 MH (D Street Light + Transformers BR Switch Gear 0 Fire Hydrant (3 Water Meter 0 SidewalkOil Area _R IM Drive/Pavement Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. Pz Future LJJ Lot 3 j3xx Block 9 82 AC ES ZONED- PD NF TON - I-CSLLC (j Re 20.7 Acres 4n V, 00/ 48 V, �P J 41- k.gg,, v `R"' FOR, MICE AM'M JUN Q -9 ga- a - L E STAT I ON LEG ENGINEERING LQ W , LUMPt 1A 1UN 02 2011 GOLLt lif ION DEVELOPMENT Ir SIERVIC'ES MAI- FILED: ------- j - -- - -- , - , . . ,� - I I I I -I I � . � . � � I I I . . I � I � I � I I � I . . ! I i . � I I � � ; i � � � I . I I � I I . . I I I I I I i � . I . � I � . I . - � I � . � ^ .1 � I I � � I : � . i . - . . I � � I I � .1 ! � � I � I I I � I i PROJECT BENCHMARK: SQ RB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. . : I I � . I : . I . I ; � ' I . . I I � � I I i I � I . I . I I I � . I I : I 2ob' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= ��2.23 , I I I I � . 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'i s o mm / 511 UNNER IiY DRIVE EAST anm SUITE ZOY q COLLEGE STATION, TX 77840 sr' a��` PIAN do N SPECIALISTS IN CML ENGYI NG * HYDRAULICS 'r HYDROLOGY *1AILITIES a STRmZS SITE PLANS SUBDIVISIONS `, � � ;� '�� y c� � ,�;�' a�•� � SUBDIVISIONS *IS 4,M z3 r ' 1� www.mltchal ndmO an.com r`� Firm #F-144,3 ' s� •t ' r� t �� ` ; r/,. f ` s .#S' - � 05/31/11 qv CURRENT L,c 7 'i a = / F41. u/EiY rfi' �e�'�it�f t'�''{��,'. �``.� � •• 1t1 €{•�'F`�`,, � �t * ' • '�'A' ... : it fj ................. VERONICA .B: MORGAN �. { .... ...... ,�w�' s• `+��,, ,�-,� �`L�' ��ii,�' �-�, °�' "�' � y�,t a ;�.t �� rr J E"-w"'":-�o� �C, fj O •`L� a'm¢� �' �. n` `kt4�;"vet l 5,,� ynr.. f`ar !` AtF� •.`..,.,_if.� �j I ~�y4 •yS, own, 1 1 `:GS �l IA -11 p•: , ,i ty .�55 ,e� � 'i..�LS= TIV 4�t4'f'_- > > i r i O >, >, „ g.P"."v ea�'r�i!! _ f .r S,Y .,!'�' �'f9 jr ,moi"`._'} i.� .,'j •vl Ql ' - _ r'''te �� -t F,� F�,/r' '.,�. ✓ �� 1 r - U - }. VICINITY MAP o 0 L, .Legend Property Boundary — Q Easement Fire Lane— FIRE LANE IRE LANE Water Line n4 Sri a a-, Sanitary Sewer Line II SS— Electrical s Electrical Service II UE - 1 E 1 Phase Elec - --�I 3 Phase Elec 600—Amp Elec Ex.Contours —3 310 CATV CIN Underground Telephone err Typical Crosswalk Locatiol 017271M Setback Line ....... . ... ...... • .... . FDC > Cleanout 10 SIDEWALK HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED' ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) 0 0 24" DIAMETER I E 2'-9— S-8" —93'-8a l7C SYMBOL DETAIL NM , 8' MIN 1 REVIEWED .-__�.. FOR � COMP"LIANCE I JUN U 9 2011 COLLEGE STATION ENGINEERING_ I � I I I L LANDINGSIDEWALK AREA :r f HANDICAP SIGN o — SEE DET.— �B ,%-:- 4" WIDE DIAGONAL ! STRIPING ® 24" r�% I O.C. (WHITE) ,✓�, f r HANDICAP ,/ /% ✓ SYMBOL ►a. �` 1 �. L.Lj PER PLAN ��� 8' MIN �, MH �o Street Light + Transformers RR 4 Switch Gear Fire Hydrant Water Meter EI I Sidewalk{ Drive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. SIDEWALK HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED' ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) 0 0 24" DIAMETER I E 2'-9— S-8" —93'-8a l7C SYMBOL DETAIL NM , 8' MIN 1 REVIEWED .-__�.. FOR � COMP"LIANCE I JUN U 9 2011 COLLEGE STATION ENGINEERING_ I � I I I L LANDINGSIDEWALK AREA :r f HANDICAP SIGN o — SEE DET.— �B ,%-:- 4" WIDE DIAGONAL ! STRIPING ® 24" r�% I O.C. (WHITE) ,✓�, f r HANDICAP ,/ /% ✓ SYMBOL ►a. �` 1 �. L.Lj PER PLAN ��� 8' MIN �, PROJECT BENCHMARK SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 32- 123 ,. s;• r f r l : ,r \ su, i . I F c'L.0 l., y MY x c I 3- . x_... r, n } rt a, r ,1_ a ( ist 1 43' 5 4 bfi L } L, rt r, t Y. 1 „r :.JY. i. L II T v \ t~ i" ::Siff•=, - .� ' r S dt` ' ..,f . 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FIRE LAW ••--••-"---•• .er Line - wL--- itary Sewer Line -----_,s Arical Service -UE hase Elec - --_y - 'hose Elec -3- -Amp Elec .ontours 310 V ent -._.- erground Telephone OF cal Crosswalk Location O AM lack Line Inout© 0 !et Light + lsformers RR ch Gear Hydrant tj -r Meter El ° Area Sfi t Drive/pavement r_ Area 7• TX F• Irm F-14.4 3 T.979.260.6963 60.69 63 F.979..260.3564 511 rwM UNNER I11 I✓RIrC SURE 204 COLLEGE STATION, Tx n t. 840 PLAN & DESI N SPECIALISTS IN CML ENGM�iING + HYDRAULICS HYDROLOGY a s STREEI SITE PLANS s SUSDMSWNS www.mitchel andmo an.com Firm #F-1443 05 31 11 • .... VERONI CA ' :B. MOR6AN o-.................. �J 77689 I� o Qm�m gyp. U N OU Q � H 0 o W Q- dO waY fr,.01. "M �' Iter %W 9 Cr,A Id N 1'* ENGINEERING PkDomand Totalb FU 86 Meter Number 1 Meter Size 1112' I E W.{ t # seedou lexlfiit Pk Demand Pk De' FU 43 N" I 2 5Bed Manor Unit JUN 0 2 201 86 2 �•rO LLtu v i ai lO 71 SBedDu ex Unit ®EV LOPg�CNIT SERVICES 3 11 I PLAT FILED: I _ 1 9'w: -y 1_4' Tit -:5- >s v''7r,9in i r � Y � r / E a u3. t i � ? � s< ti a I � 1 r t { 5 n r � f , r 4 ( Ft C l f �T R [k1 r._ r -S' l� ,. r � a r 3 I 5 l Y.p 3 I lT r } �^ L �l r'k t tt 2 t,: } t :1 r , - l r r Y t p `G 1 t F� •i 'I � a L r i A t i f Sw ( r :vL � I t ft 3 1 1 n r f t 7 35 G (, t� N J Lf % 4 7' 4 F S r i L 5, tr C t r S 1 r 1 s• t 1 14 4 z 3 z - a. 4 l 1 ts ti t I Yi !' 1 k � c x 5' r. � r,. a� W rtFv. ' rnFv-1 a W I 1: - t i J E 1 t t t , s 1 I � t t J ; ilr.. i I „tri k l f E �' . i E t i , t � ' I .<.L r _.,..:•,.:__.k`,. _r_ a. :._ ..: _.i._._ ..v r,, ..,.., ._...I>�5...,.:,...r,�, ,a. :e.. � � ...t.; _> 1 . ,I it I a.. I + ( I I BTU OH IPO•W�E�R� POLE ' f - I IBTU OH IELEC LINE I ) . I I I ( ( I I Future ''-L t 3 Block 9.82 ACRES ZONED: PDD CAPSTONE-CS,LLC em. 120.76 Acres 8900/148 I 7.5' Side KI Setback 1 I I I I I I I kP perry Boundary -- ement - -- - Lane --- FIRE LANE •^•-=r•. FIRE LAW ••--••-"---•• .er Line - wL--- itary Sewer Line -----_,s Arical Service -UE hase Elec - --_y - 'hose Elec -3- -Amp Elec .ontours 310 V ent -._.- erground Telephone OF cal Crosswalk Location O AM lack Line Inout© 0 !et Light + lsformers RR ch Gear Hydrant tj -r Meter El ° Area Sfi t Drive/pavement r_ Area 7• TX F• Irm F-14.4 3 T.979.260.6963 60.69 63 F.979..260.3564 511 rwM UNNER I11 I✓RIrC SURE 204 COLLEGE STATION, Tx n t. 840 PLAN & DESI N SPECIALISTS IN CML ENGM�iING + HYDRAULICS HYDROLOGY a s STREEI SITE PLANS s SUSDMSWNS www.mitchel andmo an.com Firm #F-1443 05 31 11 • .... VERONI CA ' :B. MOR6AN o-.................. �J 77689 I� o Qm�m gyp. U N OU Q � H 0 o W Q- dO Building # 1 S Bed Manor Unit waY fr,.01. "M �' Iter %W 9 Cr,A Id N 1'* ENGINEERING PkDomand Totalb FU 86 Meter Number 1 Meter Size 1112' I E W.{ t # seedou lexlfiit Pk Demand Pk De' FU 43 N" I 2 5Bed Manor Unit JUN 0 2 201 86 2 �•rO LLtu v i ai lO 71 SBedDu ex Unit ®EV LOPg�CNIT SERVICES 3 11 PLAT FILED: 0 5 Bed Manor Unit 86 86 3 11/2" 72 5 Bed Duplex Unit 43 1, 86 72 Mater Meter Pk Demand PkDomand Meter Meter Nund�a Size Building# b FU m Total b FU Number Size 4 5Bed Co a Building # 1 S Bed Manor Unit Pk Demand FiJ 86 PkDomand Totalb FU 86 Meter Number 1 Meter Size 1112' Builth 70 # seedou lexlfiit Pk Demand Pk De' FU 43 ndTotal FU ('i 86 70 11/Z' 2 5Bed Manor Unit 86 86 2 11/2" 71 SBedDu ex Unit 43 3 11 C 3 5 Bed Manor Unit 86 86 3 11/2" 72 5 Bed Duplex Unit 43 1, 86 72 1117' 4 5Bed Co a 2L5 2L5 4 314' 73 5Bed Duplex Unit 43 1, 5 5Bed Manor Unit 86 86 5 Ila, 74 SBedDu IexUnit 43 186 74 11/Z' 6 SBed Manor Unit -86 - 86 6 1112' 75 5Bed Duplex Unit 43 1i. 7 5Bed Manor Unit 86 86 7 11/Z" 76 5Bed Duplex Unit 43 86 76 1i/Z' 8 5Bed Manor Unit 86 86 8 -1 la. 77 5Bed Duplex Unit 43 143 77 1" 9 5Bed Co a 2L5 215 . 9 314" 78 4Bed Duplex Unit 384 1i, 79 10 5 Bed Manor Unit 86 86 10 11/2" 79 3Bed Du lex Unit 35 173.4 79 111Z' 11 5Bed Cotta 215 24.5 .. 11 314' 80 3Bed Duplex Unit 35 1i.. 81 12 5Bed Du IexUnit 43 13 81 3Bed Duplex Unit 35 170 81 11/Z' 13 SBedDu IexUnit 43 86 13 11/2' 82 SBedDuplex Unit 43 43 82 T' 14 SBed Duplex Unit 43 15 83 3Bed2Stn Cottage 17.5 85 15 5Bed Duplex Unit 43 86 15 11/2' 84 2BedCo a 16 1 85 16 5 Bed Co ZL5 17 85 3 Bed 25to a 17.5 x'',.51 85 11/Z' 17 SBed Cotta 2L5 43 17 1" 86 3Bed 2Sto Co 17.5 1.. 88 18 3Bed ZSto Cotta 175 19 87 2Bed Cottage 16 88 19 SBedCotta 2L5 39 19 1" 8B 3Bed Duplex Unit 35 �8S 88 11/Z' 20 3 Bed 2Sto Cottage 175 ZI 89 5 Bed Cottage 21_5 91 21 3 Bed 25to - Cotta 17.5 35 2. 1" 90 3Bed 2Sto Cottage 17.5 1.. 91 22 5 Bed Cotta 2L5 - 23 - 91 1 Bed Cottage 128 5L8 91. S I/2" 23 5Bed Cotta 2L5 43 23 1" 92 1Bed Co a 128 95 24 3Bed 25tH Cotta 17,5 26 93 3Bed 2Sto Cottage 17.5 �, 95 25 3Bed 2Sto Cotta lis 26 94 3Bed Z5to Cottage 17.5 95 25 3 Bed ZSto Coto 175 525 26 11/2 95 2Bed Cottage - 16 ta8 95 11/2' - 27 5 Bed Cotta - ZL5 29 96 5 Bed Cottage 2L5 97 28 58edCatta 2L5 29 97 5Bed Co a ZL5. 143 97 1" 79 1Bed Cottage 128 55.8 29 1112" 98 3Bed2Sto Co a 175 1.... 100 30 1Bed Cotta 128 33 99 3Bed 2Sto Cottage 17.5 1 100 31 4Bed Cotta 19.2 33 100 36ed25t2Co a 17.5 .525 100 11/2" 32 4 Bed Cotta 19.2 33 I01 3Bed Duplex Unit 35 1''.. 104 33 5 Bed Cotta 2L5 727 3 . 11/2" 102 4Bed Cotta a 19.2 1i. 104 34 3Bed 2Sto Cotta 175 36 103 3Bed 2Sto Cottage 175 1.... 104 35 3Bed 2Sto Cotta 17.5 36 104 5Bed Cottage 715 93.2 104 111Z' 36 3 Bed 2Sta Cottage 175 525 35 11/2' 10,5' 4 Bed Cottage 19.2 j9.2 10S 3/4" 37 5Bed Duplex Unit 43 - 38 106 1Bed Co a 128. 1I 131. 38 5Bed Duplex Unit 43 86 32 11/2" 107. 1Bed Co a 128 1i 129 39 5Bed Duplex Unit - 43 40 108 1Bed Co a 128 1. 112 40. SBed Duplex Unit 43 86 40 11/2' 109 32e4Du IexUnit 35 1 112 41 5 Bed Duplex Unit 43 42 110 4Bed Duplex Unit 384 1' 113 42 5Bed Duplex Unit 43 86 42 11/2" 311 3Bed Duplex Unit . 35 1i 115 43 3 Bed 25toryCottage 17.5 17,5 43 3/4" 212 4Bed Duplex Unit 384 86,2 112 LI/Z' 44 5Bed Duplex Unit 43 43 44 1" 113 3Bed Duplex Unit 35 734 113 11/Z' 45 5 Bed Duplex Unit 43 44 114 4Bed Cottage - 19.2 �I 115 46 5 Bed Duplex Unit 43 86 46 11/2' 115 4Bed Cottage 19.2 73.4 US 1112' 47 SBed Du IexUnit 43 43 47 1" 116 36edDuplexUnit 35 85 116 1' - 48 4Bed Cottage 19.2 19.2 48 3/4" 117 3 Bed 25to Co a .. 17.5 1'.. 119 49 3 Bed 2Sto Cottage 17.5 17.5 49 3/4" 118 48ed Cottage 19.2 119 50 5Bed Duplex Unit 43 43 50 1' 119 3Bed 2Stfl Co e 175 54.2 119 51 3 Bed Duplex Unit 35 52 120 3 Bed 2Story Cottage 175 173 52 4Bed Du Iex Unit 384 73.4 52 11/2" 121 3 Bed 2Sto Cottage 17.5 173 53 3Bed Duplex Unit 35 35 53 1" 122 3Bed lStn Cottage - 175 1i. 1Z3 54 36edDuplexUnit 3S 55 123 36ed25to Cotta a 17.5 70 123 11/2' 55 5Bed Duplex Unit 43 78 55 1112" 124 4Bed Co a 19.2 126 56 5Bed Duplex Unit 43 57 125 38ediSto Co a 17.5 �i 126 57 5Bed Ou lex Unit 43 86- 57 1.1/2" 126 iBed Cottage 128 - 43.5 126 1' 58 5Bed Duplex Unit . 43 43 58 1" 127 1 Bed Co a 128 �''. 129 59 5 Bed Du Iex Unit 43 43 59 1" 178 4Bed Cottage 19.2 179 60 3Bed Duplex Unit 35 - 137 129 2BedCottage . 16 6(18 129 11/Z' 61 4 Bed Co 19:2 137 130 4Be4Co a 19,2 1' 131 62 3Bed 25to Cotta 17.5 63 131 3Bed 2Sta Cottage 175 49.5 131 1" 63 3Bed 2Sto Cotta 175 35 63 1" 132 - 4Bed Co a 19.2 �'.._ 134 64 3Bed 2Sto Cotta 175 65 133 3Bed 2Sto Cottage 17'-5 134 65 66 1BedCotta 5 Bed Duplex Unit 128 43 30.3 65 67 1" 134 335 3Bed2Sb3 Cottage 4Bed Duplex Unit 175 5¢.2, 384 134- 136 67 5 Bed Du Iex Unit 43 86 67 11/Z" 136 4Bed Du Iex Unit 384 76.8 136 68 5Bed Cottage 2L5 2L5 68 3/4" 137 4Bed Duplex Unit 384 926 137 i1JZ' 69 15 Bed Duplex Unit 43 70 138 3Bed2Sto Co a 175 139 183 184 185 186 187 188 189 19D 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 1 Bed Lodge Unit 384 76.8 207 1112" M Maintenance Buildin 5 169 D1 Dum ster#1 3 169 D2 Dum terf12 3 3 11 C Clubhouse C 1" P Cabana/Swimmin Pool p 1" I Irri ation 1 2" PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLI EMAN DRly'E APPROX. 200' NORTH OF INTERSECTION WITH FM- 2818. X= 3553461.31, Y= 10199936.19, Elev= 3�,. -2.23 _V, F mm Mi 1, 5 MR—p . ..................... RM M N 16.2' 18 4� V9 0 M op. )q P V PE I' WEIR, MEN af 16.0' .4,treet ht (TYP) rsj -g 4;, 411# )R26 Ptop §1 "K —TYP 0 g _W_ - ---- - - - ­ - ST 15.02 x - R 60 056 pil .Ntii n rep P SD Com 06 A� J[Ppyt. SS re(3 08 M rkv�f� N ale � � 7_7 F �x -E Strqe _g `kw R 14281 -%'N —5,I'm -R� 1, St R -n E M LINE —CIC _r, e.), �­: . ;Kf _j N A -Ar ---------- g R_ R" Ti� ,-SM )P. R_ 51 �4_ P E R20' WWk 4 % 1193- g-_ X NIX 20' ELECTRICAL TU) EASEMENT(B 8633/51 D Nk,'\ PROPOSEE N\ BERMS 41/ (4' AVERAG HEIGHT) SEE LANDSCAPE PLAN FOR DETAILS (TYP) LOT 4 BLOCK 3 ii'P IN, VIRGIL LEE MARKO PO BOX 10197 COLLEGE STATION, TX IN r�\ N, —0197 77842 R 14- E (OUTSIDE CITY LIMITS) N. UTILITY EASEMENT 430/46 W, < \> N LOT 8 BLOCK 3 LORETTA E. MOKRY 10060 N. DOWLING RD. COLLEGE STATION, TX 77845-9102 PROPOSED BERMS (4' AVERAGE HEIGHT) SEE LANDSCAPE PLAN FOR DETAILS (TYP) uz:-,T 30 (A MITCHELL F MORGAN Tx -1443 T.979 -J,960.6963 F.979.1260 3564 v E N 511 UNIV DRIVE EAST 7sr� 204 COLLEGE ON, TX 77M "A" jY PLAN DESIGN SPECK= IN _vfroirml CIVIL ENGINEERING * HYDRWLICS HYDROLOGY o UTUTIES * STREErS _:f .2� SUMMMM SITE MINIS A W, www.mitcho Iland xclan.com 'R_ Aj� Firm #F-144,3 31111 % ............. VERONICA J.13. MORG A 4- M0010- �0_17 xwol F, .............. 7' Z T % \0, xi, _j ? � A��_Al /o' .1011i/ & q --I� Q_§ C14 -0 .A >; 2M (D % All U 0 lilt 0-1 5 z F 0 01" P WN '41 f r . 0 00 "00,1001 \y '6. ... . ...... --I' 0 n 2" -7 1 VICINI1Y MAP NT COMPLIANC JUN 0 9 2011 L-egend COLLEGE S'FNTION Property Boundary L C: Easement — — —, — I ENGINEERING .6 - Fire Lane —rIRE LANE ­FIRE LANE- Cf] Water Line WL- > Sanitary Sewer Line —ss le _UE ry Electrical S REVIEWED Fut"", 1 Phase Elec -- o 3 Phase Elec --3 0— e 600 -Amp Elec --ow-Amp— UUMPLIANuE Ex.Contours 10 CATV Underground Telephone ' __UT JUN 0 2 2011 Typical Crosswalk Location Setback Line ......................... COLLLUI 0 !ON FDC > Cleanout ff] DEVELOPMENT SERVICES MH 0 PLKF FILED: Street Light + L _I- L-111-2 Transformers Switch Gear Fire Hydrant 0 Water Meter [9 Sidewalk D ive pavement Area Area Z, Q) NOTE - 1. ALL Radius & Dimen ions Shown are Measured to F/C. Unles, Otherwise Noted. Lj_j LQ IN, Ile, 10j X 10, V/ "N 10 N__1 Pa io-TYP IN, /0 N, /'V/ Q) IN, A L4j A \19,11ERIM N, \FENC N% Q) x LQ V N y DF, ling Road Dowling Road (V a b I e "th'- (Variable Width ROW) INS ET A PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLIEMAN DRIVE APPROX. 200.' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 321�3 0, p� Am R, 4� '01 fil, 7 'o ss— A Will i7g Open Common Area -w WED , WE 1 *+ F Prop. 4" IT !I; � 'T N IT SS I'mon, mmta snn SDR26 Service P 5XIM", INNER R g W�, V�. MA-, 17,0n� Nfl:,R 01" `0', a M, 1, --W 6 .r., 0.1V 4 U, N -F j� "MR-1-il f4ss rg ;S Tf W, DR96 SS �g -P P, 4; ervi 4D g r R F f R`,; 10 p -k ai Ali: gt V U 3 17,T 16.9' . . . . . . . . . . . . . . . . . 16.4 16' lv M NEW WE', 0. :31 'A g A115 ,A N, IN, Future Lot 3 Block 1 9.82 ACRES ZONED: PDD NF CAPtTONE—CS,LLC Rem. 120�76., Acres 8900/148--� BTU OH El EC. LINE r— LIMITS OF PERIMETER FENCE LTRASH I COMPACTOR N\ r A A I 'k z6 I. AIV, Z_. A— V g� "I N. j V, I Y / . mos. mismismeimn I r1l" d*' 1\ 11of"I 5 0 01 X` Molt N Y-4 01", NZ, f alm 0 MAN, �74 _3� VIEW V/ 4� 7 Future Lot 3 Block 1 9.82 ACRES ZONED: PDD NF CAPtTONE—CS,LLC Rem. 120�76., Acres 8900/148--� BTU OH El EC. LINE r— LIMITS OF PERIMETER FENCE LTRASH I COMPACTOR MORGAN TX Rrm 1�# F-1443 T.979.260.6963 F.979.�60.3564 511 UN ffY DRIVE EAST ,OLLEGE ON, TX 77840 CIVIL ENGINEEJ�NG * HYDRUILICS srrE PLANs sugmstoNs Firm #F-1443 5/31/11 ................. .................. VERONICA B. MORGAN ................. 7� 89 wI R o�,-.-. V cN -b' ii 0) M :t (D R. 0 F20 '�T-r-8.75' --g4og �o SMS Prop. 30 N CIN V1 ITY� MAP )b -PRIVACY 91tNI-ii� FENC HDPE E DUMPSTER 0 fg, 0 ENCLOSURE U M�"_E0, -D FOR" REVIEWE 0 n i�, 5.b3' CO"IMPLIANCE R AN 0 9 zoli S_ U_ A Legend COLLEGE S"CATION T"R -_3 Property Boundary ,R ENGINEERING W111 Ri,1,1 Easement FIRE LA14E Fire Lane i IRE LANE Water Line KiINNM'.!�_-_,_��____ -5 Sanitary Sewer Line 7 —UE Electrical Service go ,s 1 Phase Elec —1 0— "A 3 Phase Elec —,3 o EVIE j, Street MY -Light -Amp Elec _mp 600 "MOt Ex.Contoprs _310— (TWY P it 'T. TY6.0 IANIC NE"I'lir-�, 20' WATERL CATV E EASEMENT Underground Telephone -.UT— Cn 1114/347 Typical Crosswalk Location Z, 0 0M )011 0 ro Setback Line JUff 02 970-M, FDC > 10 ELECTRICAL Cleanout 0 COLLLUo.- EA�EMENT, BTU MH N . i > A, 0 DEVELOPMENT SERVICEc -%N2_ 16248/78 Street Light + ir PLA To FILED-' Transformers OF 0, ear Switch G N. M Fire Hydrant Water Meter ,y "St.- -F-1-ge re -j EI Z86 'dewalk Driv 18i.. Area Area S IK 3"; A, , i§ EXIT GAIE NEIM. FENC_ 1+ NOTE: "P0,T', t ftffy; A, 1 ALL Radius & Dimensions Sho n are Measured o F/C, Unless Otherwise Noted. MAINT. BLDG DETAILS TO BE 01i DEFINED WITH UTU DOE Q) ? rR Street Light (TYP) LLJ2A NO LINE <1 EASEMENT 10' X 10' 1114/347 Patio-Typ N% 00 Q) W" io;. %\ 1 #0 A PROPOSED BERMS Q) 4' AVERAGE HEIGHT) j N% Z�ILL LAND.3CAPE PLAN 14,/ (TYP) FOR DETAILS LQ vN, 'x\ V\ Q) 4­,� D$,i ling Road! (OUTSIDE CITY LIMITS z Dowling Road (V able Wi (Variable Width ROW) owling Road ii;H lip $p (Variable Width ROW) INSET A co T r A A I 'k z6 I. AIV, Z_. A— V g� "I N. j V, I Y / . 'Y I r1l" d*' 1\ 11of"I 5 0 01 X` N Y-4 01", NZ, MAN, �74 _3� VIEW V/ 4� MORGAN TX Rrm 1�# F-1443 T.979.260.6963 F.979.�60.3564 511 UN ffY DRIVE EAST ,OLLEGE ON, TX 77840 CIVIL ENGINEEJ�NG * HYDRUILICS srrE PLANs sugmstoNs Firm #F-1443 5/31/11 ................. .................. VERONICA B. MORGAN ................. 7� 89 wI R o�,-.-. V cN -b' ii 0) M :t (D R. 0 F20 '�T-r-8.75' --g4og �o SMS Prop. 30 N CIN V1 ITY� MAP )b -PRIVACY 91tNI-ii� FENC HDPE E DUMPSTER 0 fg, 0 ENCLOSURE U M�"_E0, -D FOR" REVIEWE 0 n i�, 5.b3' CO"IMPLIANCE R AN 0 9 zoli S_ U_ A Legend COLLEGE S"CATION T"R -_3 Property Boundary ,R ENGINEERING W111 Ri,1,1 Easement FIRE LA14E Fire Lane i IRE LANE Water Line KiINNM'.!�_-_,_��____ -5 Sanitary Sewer Line 7 —UE Electrical Service go ,s 1 Phase Elec —1 0— "A 3 Phase Elec —,3 o EVIE j, Street MY -Light -Amp Elec _mp 600 "MOt Ex.Contoprs _310— (TWY P it 'T. TY6.0 IANIC NE"I'lir-�, 20' WATERL CATV E EASEMENT Underground Telephone -.UT— Cn 1114/347 Typical Crosswalk Location Z, 0 0M )011 0 ro Setback Line JUff 02 970-M, FDC > 10 ELECTRICAL Cleanout 0 COLLLUo.- EA�EMENT, BTU MH N . i > A, 0 DEVELOPMENT SERVICEc -%N2_ 16248/78 Street Light + ir PLA To FILED-' Transformers OF 0, ear Switch G N. M Fire Hydrant Water Meter ,y "St.- -F-1-ge re -j EI Z86 'dewalk Driv 18i.. Area Area S IK 3"; A, , i§ EXIT GAIE NEIM. FENC_ 1+ NOTE: "P0,T', t ftffy; A, 1 ALL Radius & Dimensions Sho n are Measured o F/C, Unless Otherwise Noted. MAINT. BLDG DETAILS TO BE 01i DEFINED WITH UTU DOE Q) ? rR Street Light (TYP) LLJ2A NO LINE <1 EASEMENT 10' X 10' 1114/347 Patio-Typ N% 00 Q) W" io;. %\ 1 #0 A PROPOSED BERMS Q) 4' AVERAGE HEIGHT) j N% Z�ILL LAND.3CAPE PLAN 14,/ (TYP) FOR DETAILS LQ vN, 'x\ V\ Q) 4­,� D$,i ling Road! (OUTSIDE CITY LIMITS z Dowling Road (V able Wi (Variable Width ROW) owling Road ii;H lip $p (Variable Width ROW) INSET A co T - - - - TS - - x }. - 1 . �, u^rJ.� cry - - , �. c y. r kt': •Y s,� - -q c..t L.t[t ..t�. :nt�Y '3 ulr ;c::;;: . +..-S'Z_ :vE`.r -(' ! ...t M �?...n• '��',: -'moi,..t, G - moi: :Ca �v ,•x .rF J` .;.> -v GL:,a+.» - '-s'� a3.�,y4`.':., k3•t.�..'rs: -r. �...; s °,"r t,} 4.. M�,'`4 p •,r''.,": �;a?ti s.x:l;u - .� r-.�r•n't l��-_T.�:�.,%wGf ",z:'3.-•f-r,.�,3, ", is f : ta. es.. m�i}n, .,¢ •, -' it, `-$ . ,.mac >3- '. 3� :'•-i 't;.-1 or'• -+y �. ^!4?- `-+ir i;', - sJ_ 9� .TMi?.- A., e y. ,, .'�"�- r r'3vLr �r. s.Y 5 . a�v,-k. a ....t y, fr��') rai>re:-'• calf - ,u.=�!• r�-"• S. _i'i'- � i_ . „t sy.t.:ry W- V `l c ch 41RARE i,a ii ,5 .5'T 7 geE) -:1`3- -'- {I+ �c• r^:'.s". - - x: '`tSy:�.. .i.:1�"N,'`lu ,,ye) ikt #F.::r _'�!;•l. :IF _-',54 .y^. K?r�i•.:k.,rT 'EEit'a (.Y` x�X+� ' , 5 :z :'I 1+•-^ .` ' y= -• �'_ TT -^7 `{'". - • �•* S•l.�:�.? 5J I c.' ',xi�^ % . . a`.d,-'.apl G,,. i.:y-: � k5`j .rG•rs42•'. t}6`rl ta.1 ;"``•'_a- k`::?'r �-`' u ... 'a•r� UW„ ;�f. ks`--� - n, ,� - -t-,tY,'s -+ ..:��.+.::.,r�:,;.. �' rt' `" _ � , .-..:!•: iY-.-..s.'_f`�'—^' _ y,. . a s� y. 3�b t, yC� 4,1 j,_l.J• .-'a 3..i` ��- ,,F ... k:�1�"1%'r:'-c5>}.. - - -"tf^,i'. I e j� y,� r �M E. 1�--�•c'�� .t���v,.Mr''`r'z§s. c t t a s - 3 S.h N t } > ., T, f t � Y- t a - a r 3 d J 2 s at � 1 ice^ �, < .,� _„�. _ {•_ ..fit- ���- `T�+-'S ' -. r.. r= a b;. .Y2e t r.= .. �.:� � � . ,fir•, t „z r a d �, •� I , - i F x hn 3 v -'e s t 1 14V t' T 4l . d z (- n -� f' f i l f - .c7- � � "i 1F5: rt- k '�- a a > t z 3 r - J a }v 4 t r a . g ti Ftp x 1 F �e - e• -, .e i ^i 'A. "^-r:-. yam. O ✓f. Y. � n$ � {{ • � fit= �l ',e t}.t t s. F 'tom t r N F .t. .f >fEr ➢ d e 5 h •L :N. z �a r 5 w � z � `Tr •r - - �k c•,s "xi �. z4Y'9F y4S” �, �t �i��.�� '�. y �� 5 � *„ `S e .t x L 7t "> t NOTE: EXPANSION JOINTS SHALL BE PLACED G RB MINIMUM 40' INTERVALS AND AT ALL RADIUS IST,NG POINTS, P.C.'S, P.T.'S & OPPOSITE P.I.'S &. ON E� ALL HO IZONTAL & VERTICAL CURVES. RB Saw cut to provide �U CURB EXPANSIONS JOINTS SHALL BE 0 40' neat edge of existing pdED C�R6 curb: CENTERS & CURB CONTROL JOINTS SHALL BE RE O5ED @ 10, CENTERS. _ PROP r ALL JOINTS SHALL BE SEALED WITHIN 1 WEEK OF POU�ING PAVEMENT' SEAL W/ EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail for diameter, length.. and spacing (SONNEBORN SL -1 OR APPROVED EQUAL) (3/4 x18 ®12 O.C. for curbs &concrete pvmt. - Install per Manufacturer Specification 3/4" (1/2"x18" 0 12" O.C_ for sidewalk) Leave 15" of rebar of the BACKER ROki D removed curb and tie it to the II rebar of -the new curb: j.y§ty{ tstc a tr�r ztwi �v y 51 4u , CENTER IN SLAB o See Pavement # r �� j K� a Detail SEISfst7Rls� t_�" zrQ EGOI�1D SOUR ' :_asra.•�_,, .. �x,3�,-i .�sr.,�-ria .�tc�. ...... MNEfT TO EXISTING CURB DETAIL CEREMAR FLEXIBLE FOAM -� 6" �- 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE INSIDE DIAMETER NTS (OR APPROVED QUAL) DTO BE AMETle6" GREATER BAR AN NOTE: FILENAME- c18 Sec 20038 1• CAP MUT BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE PLOTTED: t8 Sep 2oD3 - 1 L5o am CLOSED END I AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END .OF THE DOWEL BAR. 2. EXPANSION N JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT ORPLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3.' GREENSTREAK G -SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED LUMBER MAYBE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED iN CONTRACT10N AND LONGITUDINAL JOINTS_ EXPANSION JOINT (40' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) VARIES (see plan) SEAL W/ EXPANSION JOINT MATERIAL (SONNE 0 RN SL -1 OR APPROVED EQUAL) -.. " Install per Manufacture's S Ifications Construction 4 Thick Min. Rein. P P " „ - - 1 /8 to 3/16 Ewstin cold joint 12 1.5% Concrete Sidewalk Mm. De h - T 4 9 J / 2 C r i Street Cross Slope lea m n. » C ss SI % P SEE NOTE 1 2 for Side a s 1 w Ik Driveway -2% MAX 2 r l rt / 4 rGna . Field s � a- jt ::•tom=r• '' Ltt h"Z, i b. 4 .1 z � �r r See Pavement ;< � >• � ) r? xN Bend 1 J kT 4" MIN r f t � t Detail i .,_._ ..- .... _.. ..: _.. .:_ ._ _ - .. '. -. :_•. _.. ,r ..f_ .__ ..� ate.:. .. ..., a. \" fS' r• _ LONGITUDINAL err . .,\r^ 8 min r.- r: • r- REINFORCEM •" � \ ".- ENT t s. \ ( 30 e Detail) \ 0 .C.B.W 12 \I> r. i \, r 1 .. / n } i R3 {• „ V N Tf� ■/`w.- AY C e TI o -„�t s 1• 2 ar Cover N J I oINT i � \'�\ `• �:� :f,: .;i t i'\ �i. 2 Lime stablllZed. - s ' f? ' sub -base or cement See detail for spacing HEAVY DUTY CONCRETE PAVEMENT LO CATIONS ,,. � ti `' - - #4 x 18” ® 12" O.C. Drill and stabilized sand - 4" Grout into curb (8" min. depth) (This Item shall be included N.T.S. in the cost of thesidewalk) 1/4" WIDE x. 1" DEEP GROOVE. METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL Bevel the to 1 o / VE p f post at 45 angle COT 1! CRL I E SIDEWALK NEXT TO /'` W .FORMED DED SONNEBORN SL -1 SEALANT _ » „ /` (� URB EDGE ROUNDED 0 OR APPROVED .EQUAL) T LATERAL REINFORCEMENT 2 x4 x$ p.t. top rail laid flat 1/4 RADIUS 15 MIN. TYPICAL eM . LAP (SEE PAVEMENT TYPICAL 2„x4"x8' p.t. rail N �AP � SECTIONS) _ �- ,.:. - i �,+P $'�'r. �Er�. 'ori f'� .s+zr.,!t:i` '. :s,KL�21 icy. tt ,' -t(1 r? L�f'+�+,J . _,. _ ,{c 7 dr.,. a(M a� k. -.D.. -, ,r N. .:i•F k ?{ L. 1 f,yi: - .x2Lr: ; E.: .t,,7S1 --,' l.. ''" \t e• i:.. t ''y...,r�.><;.� r - ^<z,'w^ ._ti ks„ 1 r.sl See Pavement ^c Mmt,Su:�'�: `.u�,. c.e'r�^ 'r^t'-' � R�•49. ^�+'+ i� _ _., ... - TSdfi2�,�• : � n Detail . - #3Re--bar .7.?,.s;,,,<o�`v+:�i. .sl., } •x +.T,. __s✓ .,c=.�.rT.iq k z. - R� bar ®1 2 Centsr s Centered Within 4” Concrete SECOND POUR Fine Broom Finis t» „ : : Backfill Backfill FIRST POUR 12 x1 trim board o 2.0 (MAX) E REBAR TO BE CENTERED IN SLAB _ 2x4 x8 p.t. rail ;.,. :..,,.4 Thick Concrete'..:-,.;,: LOP GITUDINAL J oINT mum 5/4" x 6 x 8 p.t. pickets LONGITUDI ' AL JOINT SHALL BEREQUIRED _ .... �...:....... .. �...... ..,. v: , ... AT THE —— — = 6"x6"x12' pa. post STREET CENTERLINE - - - - - - - * 2" CEMENT STABILIZED SAND Prepared Subgrade OR LIME STABILIZED SUBGRADE Expansion Joints 0 60' o.c. _. New Pavemen Existing Pavement II �lyl Contracting Joints ®5' o:c. I I I�I !III ! _. �`• ..',, _ _ •. -. I I _ ISI - I IIS I _ Drill & Epoxy Proposed Reinforcement into Existing ! STANDARD CONCRETE SIDEWALK DETAIL g Finished grade i _ I I IL_ 1=f I I IC ►- l y Concrete (Min. 9 Depth DrilQ Concrete footing _ _ ..... '._. I I T I II I I I "�:- ':: ��.: �. .I ! I NTS Proposed Reinforcement Compacted subgrade i I I IC _ » P (Epoxy per TxDot 5016) I 5 CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. See Detail !- _ 1= Ihtl I Ik [4. - .� 6" CONNECT TO EXISTING PA I CEMENT DETAIL TYPICAL DUMPSTER ENCLOSURE �� NTS tic 24°' 6" FILENAME: cannot—mast—paysm- _dwy N.T. S .. 3 x r t PLOnos Etr 24 Feb 20,1 — 12 pm s (min) (2) Self-closing hinges (1) Magna Latchj W; .self—closing latch 1Y2 " » x1711 x14a. # " 12 n 5 = 4 Bars ® 15 O.C.E.W. 18 aluminum ribbed40Y„ I v t 1r f - posts on center Posts an center Channel rat) Powder 1 coated black: - ., .., w i� .'. xra > :. ...:.. Wit'.. ' �e �..' '...:-" c +� a �'' � ,.v w a ✓C .t.?.... rYrn su.;,, 'T 1' l :l. '4-. .l- :'k4 t,. ..,tt^.'u•- ti u �� .. f �,,.�� j � CHEMICALLY STABLIIZED SU h . s.. � � .� r � BGRADE T e sub rade material 1tT i Fv. - t. cn, n: "'' '•'L c?..3�4,, l ..+..v:.:?� r, ( �4kL 4•. -t ,: .e.':: :.: ,.._o.,?a �.F_._.. ..... _... ..F.....;.Z 2.-„_2:' ._,. .4 a:.. iso L- I � ...: _..,...... ...r,.t ...,- .r:.c: ,.,. ,.,_i.. k'W,-. �in�ol`a��.0..i1.'... ,h: 2Y2 x 1sga. across th' site varies. When the contractor has the aluminum post;\� . \\ powder coated \\ \\ �\\ \\ �6 Stabilized Subgrade \ \ \ \ area prep red and mixed in preparation for bl°ak.l i stabilization, the soils lab will determine the PI of the 45Y4” -3/4' x 16ga. aluminum TYPE JCURE 483/4» picket; powder coated material to be stabilized. The material shall be black. FOR USE WITH CONCRETE PAVEMENT OR APRON STANDARD CONCRETE PAVEMENT DaYL stabilized as .follows: 4' wide Sidewalk (by NOT A SEPARATE PAY ITEM others). NTS NTS a. PI < 12, Cement Stabilization per Section 32 11 FlLENFWb"2—curb.dxg 24" s" 34 Cement Stabilization PLOTIED: 08 Oct 2004 — 3 20 pm b. 12 < PI < 20 Lime and Fly Ash as determined by 2» I _ I Existing subgrade. (min.) � I i n I I I I I i I :.. — 1 the geotechnical engineer per Section 32 11 29 :• 1 n 1 I I_ ICI �I II ICI I _ I Lime Stabilization. - � 1 I� I 1 1 I ��I 11III�ICI IC I I I CCI�CCI .•. _" I ' �.a � ;: -• d�. "}r #4 Bars 0 15" O.c.E.WPI > 20, LiStabilization per Section 32 11 29 4.0' O.C.E.W. c.: me , V I I I 11 IF Lime Stabilization. CI ICI ICI» 1 r 4+71 COnC 1 1 1 1 1 1 IC� DRILL &EPDXY e F><; I xI. Y� ?r t.,��' _ Small areas (G 1000 sf.) may be over excavated and » "h 'Pts., -[r� t�ti:a IJr. ,2-§>z. r_Fr-e �. ��'.r.�,n�. sYY ''n'r'x '.�^},: �A. #3 BARS x 9 0 Y� 5 ;� rz i 12 O.C. .r: _.....r�.::�:_.-_K..t� - ,:,- ., _1 *240x; ><- two sack ix cement stabilized sand ma be , y _lal \ \ \ \ \\ ,\\..\\ \ \ substituted for subgrade material. This work shall be y 4„I IF 11 i�r� biC\\�\\�\\�\\�\6 Stabilized Subgrade \ \\ \\ \\ / / / , paid as Chemical Stabilization regardless of the 6” CONCRETE material required with no adjustment to the unit price hIEAVY DUTY CONCRETE PAVEMENT DETAIL bid. NOTES -NTS ElIV -I I WED FOR 1.ALL MATERAILS TO BE PROVIDED. BY FENCE CONTRACTOR. .CONTRACTOR SHALL SUBMIT SHOP DRAWING 41 „�,, TO CBI LANDPLANNING FOR APPROVAL WEEK PRIOR TO INSTALLATION. , � „ n. 2.POST NOTEIn locations subject to' freezing, where posts are grouted r;ntdiaedl%i6ad blmFltENANE STABdab on m: wncrete—ASPHALT.dwg tedd d;e drilled in PLOTTED: 16 Feb 2005 — 11:56 am the post approxinib"teirpove elevation to allow for drainage of built-up ground water. The drilled hole must be wiped clean and dry and sprayed with a zinc rich primer and color match finish. NTS NOTE: PAVEMENT REINFORCEMENT D. ETA I L S SHOW JUN o 2 ?01 9 3.FROST LiNEFooter depth shown is minimum recommendation. In some cases local restrictions or freezing weather conditions may SHALL. SUPERCEDE GEOTECHNICAL PAVEMENT I CoL.ii�i�::)� require a greater depth. E 4.PANEL RACKING: -Drawingshows fence panel a level p t I el ground elevation; for installations that must be racked to follow sloping ��i�����6! _E .•9 S grades, the post spacing dimension shown must be measured along the grade: -REINFORCEMENT R E 8VT�('� 5.ALL POOL GATES AND TO OPEN AWAY FROM POOL COMMENDATIONS PI FILED - TYPICAL POOL FENCE & . GATE DETAIL NTS MORGAN TX Firm T.9-J�9.260.6963 # F-1443 F.9"719.260.3564 511 UNI ITY DRWE EAST SUiTE 204 COLLEGE -STATION, TX 77840 PLAN di; DESIGN SPECW.ISTS M CML EN HNEEINNG + HYDRWLICS HYDR s UMMES 0 STREETS SIiE P SUBDMSMS www.mitchollandmoraun.com Firm #F-1443 05/31/11 9 ....................................... VERONICA J.B. MORGAN .... ...................... ..-• 77689 QC) TEL: 2 ../S G S70NAL EN v' >o> qI n m I'- W m iD C � CO Q1 N. cis -- i -CQ V 0 Z/� V L. y 17 t'1 O Li. h W W^' W Z {k. 0 Q 0 V Qi ? W 9. o a' U fn 0 .in a� it i Q I i I J Q)r � V LJ Q Q � L kZ i i J/� BBQ PIT AREA DETAILS 4 5L-3 Strasbourg Double Sates Faux stone column,& cap -- Strasbourg Double Gates (see Material Schedule) (see Material Schedule) - Faint stone wall & cap i� . I: Guardhouse Lodge Bldg ! i 10 li . L-2.0 L -b0 TYP I TYP zf— t 1 - I �•L r z 1 1 - - r J - F I i r 1 _ - . _i y LZ O' t t r , t r L t t_ r- �`-�1 ,_. of-. _ _ c - -•k:-- -i .: e >I Faux stone column & cap -iN N 7 - 1. rT.a_.,".}._—, I NOTES DRAWIM1IG DATE -(1 -r 1 America , i �S �Jh _ L x 4 � 1 1 _ 2 sets *Strasbourg double - 22 Ig. g I J - Amazing Gates of , g _l - - -I/ - - - 'v�^..-•'�� DATE -^`,�' { i,.,a! 1�.-?'. d i },--.t www.amazinggates.com Hyl 0" 20, 0„ 1 Wall Shown is Arced, r„ - — -- --- �, ` I i 20'- !, I 10-0approximate distance Is Face of curb Wall Shown Is Arced, I I ( t -------- Face of curb ! ._ I � Median I -. 47 If. between column approximate distance is j I I i ; I and face of lodge building 60 1f. between column i and face of lodge building 1 „ +g 2L ” ! , Y„ 4, 6., I 5t_9„ TAY „ + 15„! ±5.6 I± 151 22'4' —l. 9_s 3 —�1— y 4,_6” 3'_3" „ — -- — - �r �!—� Clear NOTE. All Dimensions shown to be field verified. �. _ _, Clear face of posts Clear- Clear face of posts I MAN ENTRANCE GATE DETAIL ELEVATION SCALE: 1/4" = 1 1-011Be the top l " of post at a 450 angle 2"x#lx top rail laid flat TYPICAL Faux stone column & cap 21x4 .t. rail Concord Double Gates see Material Schedule) ) Lodge Bldg Wall I Wall arcs and travels Northeast \ & for approx. 32' between columns Faux stone column p Faux stone wall & cap I 10 9 L10 L-2.0 �, 00 TYP II II TYP 1 • I Faux stone wall & cap I g x l 2' rim board 00 2k 4 k8t. rai00l , 1 _00 .,.;,_ ., ., _ $_..-,d. _, . r ,- , ., _ .w � .-. �. a t„_�..;. •,z ,_._ .�...;a.- pickets :.._. ” x8I .t. 5n00 r. - o00 00 I0 .t. Do$t t 6k6k f . . M1 1 v - " { i L - "t v i ^ _-'-r'--;...,_�.-:. :;_ ,� , 1. c. .. .._�_. 1 1 „_ ,. _.r s_..- -.. 1 - - X11' -..•l:. __ 1 __ _ _ -_ _ ! I I I 1 , l IIJ Face of curb I j 1 „^, :r _ Z_ 4.6 _ -r 1 2 0 0 Thi Wall Shown is Arced, End of wallWall Shown is Arced, approximate distance is 103 If. between columns approximate distance is 15 It between columns NOTE: All Dimensions s shown to be :field verified. RESIDENT ENTRANCE GATE DETAIL 2 ELEVATION SCALE: 3/16" = P-0" Concord Double Gates Faux stone column & cap (see Material Schedule) T ht. Mackinaw Fence _ - bod _ —r 1 -- I 1 - I! III 1 I-III_II!_111=11l=III=III-_III-- 1I-1 I1-1 I -! I i -1' 101 I=1 11= I I= _I! I=! I I=1 I 11011= HI101I-III-III_,, -I 1=1'I I � I II I_ _ ( , I � III i.l III_II1_IIL.. I— _ I _ ! I 11._.1!1_ _!= I _ Finished grade - , I 111 I 1 I I_LI ._ I I_I I1 1 I=' -I I i=1 11=1 i Iii 11. =1 11=1 I I- , =1 I I_ 1 11= I 41, I (- (I 1-'' Concrete footing I I I -I 1 1=1 11=111=111=i 11=1 I I=111= _ -11=1 a 11111--I i I I1=111= -I I la I a I1=111 V Compacted su 111=11, 11_-1 I!=1 I !--1 I I 11=1 ! 1-1 I f -11 I- I I (I 11-I I L -III I I I_I 11=1 11=1 11=1 ! 1=1 I i= III -I -I 11= I! I=! I I! I(=111_111-III-III-III=1 I I=1 I I- L 11 I I 1=1 i ll -I ! i.I 11=1 11=1 I ISI 11=! I I= � I _� I!I=111=!11-!11=111=!11=_ 111=I1!_r11-HE III i!11 ;,111=11I_I,hII1 III=III==111=III � 1II 11- I- i ll El 11--1 11=! 11= ! I 1=1 i ! I III=111--III-1 !{ 1!-I i; i=I 10 11=(i NOTE: Fence to be stained with'Lifetime' Wood Treatment (www.vc.lhalco.com) 2-0 ICAL PRIVACY FENCE DETAIL SECTION -EL DN SCALE, 3/8 = P-0" QTY DESCRIPTION MODEL / FINISH MANUFACTURER I NOTES DRAWIM1IG DATE -gate ' Siam color to match clubhouse y America Custom remove scrolls 2 sets *Strasbourg double - 22 Ig. g Black Amazing Gates of , g (see Materials Schedule below) , DATE REVISIONS www.amazinggates.com I 10 - 00-234-3952 I8 Bldg Maintenanceg' I set e -Concord double ate - 2511. g g Black sL_3 ustom size; remove rings ttJ www.ama:Zinggates.com s � CC3 CIS�-� 1-800-234-3952 IL-2.0 I set *Concord doubleate - 26' Ig. g Black Amazing Gates of America ) Custom size; remove rings O U www.amazinggates.com < [__ m 1-800-234-3952 4 sets Doorking 6300 gate operator h 1/2 hp - IP D oorkin g in compnents: Iler to include all necessary photo eye, exit. (t.b.d by gate size) (provided by local contractor) Idops, knox boxes, etc. L 175 If. 5ht. Mackinaw Milled Stockade Fence Northern Don Machalk & Sons Fence Corp. i Gothic pointed White Cedar www.machalkandsonsfence.com 906-753-4002 27 12" ht. Steel Letters Black Frontera Contact Nolen or Laura Lee 27 10" ht. Steel Letters Black Www•fronterairon.com +they have font type on file) 205-320-1900 l I' I IL L c I 1 Fence and columns tum North and Id- continue approximately 150 If. to 23'-0„ ! trash compactor. See site plan for details Clear + „ „ 2-0 25t Oy ±g 2, O,r I5, 0,. 15, o,i 2, 0., Typical t - . NOTE. All Dimensions shown to be field verified. EXIT GATE DETAIL _ 3 ELEVATION _ 1 1! SCALE: 3/16" - I 0 24'x48" Acceess Hatch _ 5" Orr I i ! 2x6 Plate Extened 2-1/2" , Flash Over Wood Sill i Inches for Stud Pocket & Dimensional Asphalt .Shingles Over 15# Roofing Felt Wood Sill Nailer for Band - . 8"CMU Grout Fill Over?/16" OSB Roof Decldng PI— moi= P 4" Stud Wall 12 L'Conc. 6 --- ROOF BEARING Slab,' Sill Flashing w/ Drip ZZ Metal Drip Edge 4 x2 "SmartSide" Trim ii'i� Ili `' 4 •d „N -! ' —r 1 -- I 1 - I! III 1 I-III_II!_111=11l=III=III-_III-- 1I-1 I1-1 I -! I i -1' 101 I=1 11= I I= _I! I=! I I=1 I 11011= HI101I-III-III_,, -I 1=1'I I � I II I_ _ ( , I � III i.l III_II1_IIL.. I— _ I _ ! I 11._.1!1_ _!= I _ Finished grade - , I 111 I 1 I I_LI ._ I I_I I1 1 I=' -I I i=1 11=1 i Iii 11. =1 11=1 I I- , =1 I I_ 1 11= I 41, I (- (I 1-'' Concrete footing I I I -I 1 1=1 11=111=111=i 11=1 I I=111= _ -11=1 a 11111--I i I I1=111= -I I la I a I1=111 V Compacted su 111=11, 11_-1 I!=1 I !--1 I I 11=1 ! 1-1 I f -11 I- I I (I 11-I I L -III I I I_I 11=1 11=1 11=1 ! 1=1 I i= III -I -I 11= I! I=! I I! I(=111_111-III-III-III=1 I I=1 I I- L 11 I I 1=1 i ll -I ! i.I 11=1 11=1 I ISI 11=! I I= � I _� I!I=111=!11-!11=111=!11=_ 111=I1!_r11-HE III i!11 ;,111=11I_I,hII1 III=III==111=III � 1II 11- I- i ll El 11--1 11=! 11= ! I 1=1 i ! I III=111--III-1 !{ 1!-I i; i=I 10 11=(i NOTE: Fence to be stained with'Lifetime' Wood Treatment (www.vc.lhalco.com) 2-0 ICAL PRIVACY FENCE DETAIL SECTION -EL DN SCALE, 3/8 = P-0" QTY DESCRIPTION MODEL / FINISH MANUFACTURER I NOTES DRAWIM1IG DATE -gate ' America Custom remove scrolls 2 sets *Strasbourg double - 22 Ig. g Black Amazing Gates of , g size; DATE REVISIONS www.amazinggates.com - 00-234-3952 I8 I set e -Concord double ate - 2511. g g Black Amazing Gates of America ustom size; remove rings ttJ www.ama:Zinggates.com � CC3 CIS�-� 1-800-234-3952 I set *Concord doubleate - 26' Ig. g Black Amazing Gates of America ) Custom size; remove rings O U www.amazinggates.com < [__ m 1-800-234-3952 4 sets Doorking 6300 gate operator h 1/2 hp - IP D oorkin g in compnents: Iler to include all necessary photo eye, exit. (t.b.d by gate size) (provided by local contractor) Idops, knox boxes, etc. L 175 If. 5ht. Mackinaw Milled Stockade Fence Northern Don Machalk & Sons Fence Corp. i Gothic pointed White Cedar www.machalkandsonsfence.com 906-753-4002 27 12" ht. Steel Letters Black Frontera Contact Nolen or Laura Lee 27 10" ht. Steel Letters Black Www•fronterairon.com +they have font type on file) 205-320-1900 x 3 "SmarlSide" Trim !, i; j 4 x 4 Smarts! e all ers !I ! I , x 8 "SmartSide" "SmartSide"sotrrtBoard Trim Baard NOTE: SHOP DRAWINGS FROM MANUFACTURER MUST BE APPROVED BY CBI PRIOR TO ORDERING. ij ! I! i 4 x6 5mart51de Tnm 2x6 Rafters-@ 16"O.C. i'I I MINIMUM 6 WEEK LEAD TIME FROM DRAWING APPROVAL TO PRODUCT DELIVERY. , III , , Simulated Stone Veneer t !' Ir I: L 111 L a 1224 Window Unit TOP OFPLATE '-- 5 GUARDHOUSE SILL DETAIL 6 GUA RDHOUSE=OUNDATION DETAIL GATE &FENCE MATERIAL SCHEDULE FOR ` 1 SECTION / N.T.S. �•. >,. 7/I6"OSB over 2xbJo'Lsts N.T,S. SECTION SCALE: I/?= I'-0" ' . @ 16"O.C. �•rN BOLT FENCE DIRECTLYTO CHUl _ 2-0 - A' 5 24"X46' Access Hatch - MORTAR STONE AROUND FENCE PIAN NLY! _ _ _ of x _ _ _ - JUN 02 x(111 4" Stud Framing COLUMN BEYOND ; : f� 76 yy��, # ii i� Simulated Stone Veneer Over 2x4 BMCE BOARD I I FAUX STONE; 27TH: WITH I° MORTAR BED, WEB FAIDC STONE; T TH. WnH I ° MORTAR BED;WEB DEVELOPMENT 3 }��{ /rip FP� B [g,� '�mq� . t PATTEMI WTTH OVERGROUFEDAND SMEARED MORTAR 1 :r._. REVEL PSNP�. ,y }JT SE RV19,.+t 5.,>`,,.' r:. - weater Barrer&7/16"OSB-Install - 2X4 NAILER BOARD I' ,. --.j _ PATTERN WITH OVERGROIJTED AND SMEARED MORTAR - - ---':, I - JOIIJTS.STONECCILORTOMATCFICLUBHOUSE . .,a JO1M5.STONEC7JLORTOMATCHQUBIIOUSE .. ff ®®gg � Per ManuESpecficaiions J,. i" 8•'d�AT FILED. -=;-- . TMCgNAW MILLED"SPOIXADE --_! V TICAL REBAR mf 1 Pf7iCMU CELL .I < , ,b:' ;� - „ FENCE,TYPICAL (SEE PIAN FOR ._ ER @ Slab Over 15 mill Vapor Barrer and 4 4" Concrete Slab w/ 6x6/w 1.4xwI :4 LENGTH AI+ID LOCATION II 57 Stone a De Set (: e Gnu, nLLALLCEusu THcoNaiErE o Porous F # Depth y Welded Wire Mesh Reinforcement Faux stone Veneer 1 r I Civil Engineer b P.T. 2x8 Plate anchort0 VERTICALREBAR 86,ONEEVERYOTEHRCEI.L 8"CtIU, FILLAILCELLS Wf HCONCRETE Mu 4.9x8 P00 ST 8'0:c I"; I 1 10-12" ht. black aluminum letters Vertical #5 Dowel @ 48 C Cur TOP To SLOPE i. O.C. 81, CM croutFill I —\: core drill holes in wall Rebar }_ with E con epoxy and secure letters (2) #5 @ _ _ P Finish Grade (I Bot ' --- '. _._,.,::u-n� . ?,.'I -''U I --1 rpt.--._�L.rel-'- �l:n�si�=;'1� .... c - FINISH GRADE �F ',1 - I - CONCRETEFOOTING r :frJl_, I _ t_ I T--�% L-Ilr_I ZI L_,.,t CONCRETE FOOTING ' _ p 9 ... - _ � - - '�=- - - rte, � 1.,1 1� � _ .J 8" C wit C I TOPOFSLAB =!•,rrlr1G�'n,1�m-ul--„Iezlt'J�;��.gL,. �•u-�u �,�=r 1 a,.J11�I� M h r ells f Ile Id L -� HORIZONAL pEN64@12"O.0 - COMPACTED iHORZONTAA$ C 'CLEAR SUBGPADE TTOM EACH WAY; TCLEAR TOP&BOTiOM EACH WAY, 2 �% FROMEDGES�= _I- '. . , 3u�Ty14 FROM EDGE OF FOOTINGLt=1TI`��`� ��t YT! :� i.I1Tl1 _ - - , ,_ CONC. FOOTING1p=ln'1�-'il'GIS,'i� Lr,'�jJ?,It:',l _q- -g- - t tit- SECTION �- ;LLl : r="i-=kt1�R_1-'I ,�`-c;E,,�e' �,rl�,'-'I. r r it "Ali r t %L r- I" _• o 4"POROUS FILL IL_.�-,_ ��' 1 - �_p" ! 4 0 , N. TYPICAL FENCE DETAIL p TYPICAL WALL DETAIL TYPICAL COLUMN DETAIL I DETAIL OF DEVELOPMENT SI ' NAGE 4 GUARDHOUSE F RAM I N G D ETA L 8 _ 1 _ I 11 SECTION I O SCALE: 318" = I'-0" SECTION SCALE: 3/4" = P-0" SECTION SCALE: 12"=1'-0" SCALE: 3/8 - I -0 SECTION SCALE: 3/8 - I -0 PROJECT NUMBER 009 DRAWIM1IG DATE 3-25- DESIGNED DEMIII DRAWN DEMIII r+_j V l GLH DATE REVISIONS 0 ttJ � CC3 CIS�-� o oa)U ) n� O U < [__ m x 3 "SmarlSide" Trim !, i; j 4 x 4 Smarts! e all ers !I ! I , x 8 "SmartSide" "SmartSide"sotrrtBoard Trim Baard NOTE: SHOP DRAWINGS FROM MANUFACTURER MUST BE APPROVED BY CBI PRIOR TO ORDERING. ij ! I! i 4 x6 5mart51de Tnm 2x6 Rafters-@ 16"O.C. i'I I MINIMUM 6 WEEK LEAD TIME FROM DRAWING APPROVAL TO PRODUCT DELIVERY. , III , , Simulated Stone Veneer t !' Ir I: L 111 L a 1224 Window Unit TOP OFPLATE '-- 5 GUARDHOUSE SILL DETAIL 6 GUA RDHOUSE=OUNDATION DETAIL GATE &FENCE MATERIAL SCHEDULE FOR ` 1 SECTION / N.T.S. �•. >,. 7/I6"OSB over 2xbJo'Lsts N.T,S. SECTION SCALE: I/?= I'-0" ' . @ 16"O.C. �•rN BOLT FENCE DIRECTLYTO CHUl _ 2-0 - A' 5 24"X46' Access Hatch - MORTAR STONE AROUND FENCE PIAN NLY! _ _ _ of x _ _ _ - JUN 02 x(111 4" Stud Framing COLUMN BEYOND ; : f� 76 yy��, # ii i� Simulated Stone Veneer Over 2x4 BMCE BOARD I I FAUX STONE; 27TH: WITH I° MORTAR BED, WEB FAIDC STONE; T TH. WnH I ° MORTAR BED;WEB DEVELOPMENT 3 }��{ /rip FP� B [g,� '�mq� . t PATTEMI WTTH OVERGROUFEDAND SMEARED MORTAR 1 :r._. REVEL PSNP�. ,y }JT SE RV19,.+t 5.,>`,,.' r:. - weater Barrer&7/16"OSB-Install - 2X4 NAILER BOARD I' ,. --.j _ PATTERN WITH OVERGROIJTED AND SMEARED MORTAR - - ---':, I - JOIIJTS.STONECCILORTOMATCFICLUBHOUSE . .,a JO1M5.STONEC7JLORTOMATCHQUBIIOUSE .. ff ®®gg � Per ManuESpecficaiions J,. i" 8•'d�AT FILED. -=;-- . TMCgNAW MILLED"SPOIXADE --_! V TICAL REBAR mf 1 Pf7iCMU CELL .I < , ,b:' ;� - „ FENCE,TYPICAL (SEE PIAN FOR ._ ER @ Slab Over 15 mill Vapor Barrer and 4 4" Concrete Slab w/ 6x6/w 1.4xwI :4 LENGTH AI+ID LOCATION II 57 Stone a De Set (: e Gnu, nLLALLCEusu THcoNaiErE o Porous F # Depth y Welded Wire Mesh Reinforcement Faux stone Veneer 1 r I Civil Engineer b P.T. 2x8 Plate anchort0 VERTICALREBAR 86,ONEEVERYOTEHRCEI.L 8"CtIU, FILLAILCELLS Wf HCONCRETE Mu 4.9x8 P00 ST 8'0:c I"; I 1 10-12" ht. black aluminum letters Vertical #5 Dowel @ 48 C Cur TOP To SLOPE i. O.C. 81, CM croutFill I —\: core drill holes in wall Rebar }_ with E con epoxy and secure letters (2) #5 @ _ _ P Finish Grade (I Bot ' --- '. _._,.,::u-n� . ?,.'I -''U I --1 rpt.--._�L.rel-'- �l:n�si�=;'1� .... c - FINISH GRADE �F ',1 - I - CONCRETEFOOTING r :frJl_, I _ t_ I T--�% L-Ilr_I ZI L_,.,t CONCRETE FOOTING ' _ p 9 ... - _ � - - '�=- - - rte, � 1.,1 1� � _ .J 8" C wit C I TOPOFSLAB =!•,rrlr1G�'n,1�m-ul--„Iezlt'J�;��.gL,. �•u-�u �,�=r 1 a,.J11�I� M h r ells f Ile Id L -� HORIZONAL pEN64@12"O.0 - COMPACTED iHORZONTAA$ C 'CLEAR SUBGPADE TTOM EACH WAY; TCLEAR TOP&BOTiOM EACH WAY, 2 �% FROMEDGES�= _I- '. . , 3u�Ty14 FROM EDGE OF FOOTINGLt=1TI`��`� ��t YT! :� i.I1Tl1 _ - - , ,_ CONC. FOOTING1p=ln'1�-'il'GIS,'i� Lr,'�jJ?,It:',l _q- -g- - t tit- SECTION �- ;LLl : r="i-=kt1�R_1-'I ,�`-c;E,,�e' �,rl�,'-'I. r r it "Ali r t %L r- I" _• o 4"POROUS FILL IL_.�-,_ ��' 1 - �_p" ! 4 0 , N. TYPICAL FENCE DETAIL p TYPICAL WALL DETAIL TYPICAL COLUMN DETAIL I DETAIL OF DEVELOPMENT SI ' NAGE 4 GUARDHOUSE F RAM I N G D ETA L 8 _ 1 _ I 11 SECTION I O SCALE: 318" = I'-0" SECTION SCALE: 3/4" = P-0" SECTION SCALE: 12"=1'-0" SCALE: 3/8 - I -0 SECTION SCALE: 3/8 - I -0 PROJECT NUMBER 009 DRAWIM1IG DATE 3-25- DESIGNED DEMIII DRAWN DEMIII CHECKED GLH DATE REVISIONS ENTRANCE GATES, WALLS & FENCING DETAILS PLANT LEGEN D LARGE TREES I I I i SO - Shumard Oak--- LO - Live Oak ` ` ° 2.5" cal. 3" cal. + . L 1 L 2go sonommmmmm " ,� I T, I ----------------------J b I- I - LN b . CP - Chinese Pistache + BC -Bald Cypress �1 COD 3" cal. 3" cal. -� wo-wu�oak � BE - Bosque Elm 2.5" cal. + 3„ cal. + BC- Bald Cypress SP- Saball Palm 2.5" - 3" cal. 10-12' ht X f I I I i 14Y 7CM11 ---- i I X � i , i i I + I I I 'I I , \ I S El� x ' X X , ®'----------- i .0 + , + I I 0 M N + 01jilis + :i I i I I I I i 1 1 �J0 �M' N (b x M Mil 7 a V � I VAMUIM!� 4 XX 1 x x / / / / x / / 100% x ` i CONSTRUCTI N y - -DOCUMENTS _ �loi' 1 SHEET 40 20 0 40 80 i N o r t h„=401-011 SITE TREE PLA A G a.phic Scale I i I i i I I I i L I I I + N (b x M Mil 7 a V � I VAMUIM!� 4 XX 1 x x / / / / x / / 100% x ` i CONSTRUCTI N y - -DOCUMENTS _ �loi' 1 SHEET 40 20 0 40 80 i N o r t h„=401-011 SITE TREE PLA A G a.phic Scale I + I V N (b x M Mil 7 a V � I VAMUIM!� 4 XX 1 x x / / / / x / / 100% x ` i CONSTRUCTI N y - -DOCUMENTS _ �loi' 1 SHEET 40 20 0 40 80 i N o r t h„=401-011 SITE TREE PLA A G a.phic Scale I r PLANT LEGEN D LARGE TREES SO - Shumard Oak LO - Live Oak ° 2.5" cal. 3" cal. + . +03"CP - Chinese Pistache + BC - Bald Cypress 3° cal. cal. Bue Elm WO- Willow Oak E - B°sq 2.5 cal. 3" cal. BC- Bald Cypress SP- Saball Palm 2.5" - 3° cal. 10 -IT ht k I k 1 M 15 196 A- 197 a A- 1 199 _--- - --, �" 200 62 0 _ ---------I- _ 201 TENNIS COURT 1 63 j ---- ------ ----- ----- I 5 I I I 64 I ; I .. J tkir 11,41-5 yl' ° C 1381 / I 139 T' 0 I I I 1 I r-' i an 202 a N 203 C a A Ar 207 206 205 13 x 'A � X X P (41.}1, ,.,�y 20 D 21 23 24 25 26 27 L 34 33 32 3011 11 31 ROES . - �fzf� tires .I 42 m 0 4D 20 0 40 80 No Graphic Scale 1't =401-0" 'TZ'A O ERS LANDPLAN I: SERVICE'S 402 Office Park IE)riN Birmingham, Al 5z: Z05-949-ZO74 O i Ln v`tiJ OL O CC3 l.1}� CL O i � O (ti ix O C � ct3 Cd V W 1 PROJECT NUMBER 7 00Q DRAWING DATE 4-12-11 _(2I DESIGNEDDEI�1111 DRAWN DEQ III CHECKED REV.# DATE DES RIP 1 7-2-12 PHASED PLA TIP i 100% CONSTRUCTIC DOCUME TS SHEET ■ I i SITE TREE P STA O G ; � � v �DERS� LANDPLAN N ING SERVICE 402 Office Park Dive Birmingham, Al 3223 205-949-2074 i o 0 0 0 r 0 o � O > F7 0 Q o (z U uLlf) Q PROJECT NUMBER 00Q 7 DRAWING DATE �_ (2_ I DESIGNED DEM�II DRAWN DEMIII CHECKED REV.# DATE DESCRIPTION 1 7-2-12 PHASED PLANTING PLAN PLANT LEGEN D LARGE TREES LO - Live Oak O SO - 5 u�mlard Oak + 03" cal. + CP - Chinese Pistache + BC - Bald Cypress 3" cal. 3 cal. BE - Bosque Elm WO -Willow Oak 3" cal. 2.5 cal. BC- Bald Cypress SP- Saball Palm 2.5"- 3" d. 10-12' ht. EVERGREEN TREES & TREE—FORM SHRUBS X NSH - 301IStevens Holly EPH - East Palatka Holly gal. a 30 gal. TFP - Tree Form Privet X�"N SJ - Spartan Juniper 30 gal 30 gal. CM -Crape Myrtle VT - Vitex Tree 30 gal. 30 gal. LARGE SHRUBS �r'"`� SGJ - Sea Green Juniper MV - Marguerite Sweet Potatoe Vine DWM - Dwarf Wax Myrtle �j 3 gal. @ V o.c. ® ART - Artemesia 3 gal. @ 4' o.c. + DWM - Dwarf Wax Myrtle ® MG - Miscanthus Grass 3 @ 4' o.c. LAN - New Gold Lantana 3 gal. @ 4' o.c. AG - Agapanthus gal. ® OL - Petite Pink Oleander O PAL - Saw Palmetto 2.5 pots 3-7 gal. @ 4' o.c. 5 gal. @ 4' O.C. O AG - Variegated Agave AB - Rose Creek Abelia 7 gal. in 48" Pots 3 gal. @ 4' o.c. MEDIUM SHRUBS Oo BBL - Big Blue Liriope DYH - Dwarf Yaupon Holly MV - Marguerite Sweet Potatoe Vine SKR - Sunny Knockout Rose 3 gal. @ Y o.c. ® ART - Artemesia 3 gal. @ Y o.c. OIH - Indian Hawthorn RKR - Red Knockout Rose LAN - New Gold Lantana 3 gal. @ Y o.c. AG - Agapanthus 3 gal. @ Y o.c. ODP - Dwarf Pittosporum O WB - Winter Gem Boxwood 2.5 pots 3 gal. @ Y o.c. 5 gal. @ Y o.c. O TS - Texas Sage `x+ SP - Sago Palm 3 gal. @ Y o.c. 3 gal. @ T o.c. PR - Prostrate Rosemary WP Wndmilll Palm 3 gal. @ Y o.c. 15 gal.HG QPJ - Parsons juniper - Hamelin Grass 3 gal. @ 2' o.c. 3 gal. @ Y o.c. HOR - Horsetail 3 gal. @ 2' o.c. FLOWERS & GROUNCOVERS Oo BBL - Big Blue Liriope MV - Marguerite Sweet Potatoe Vine I gal. @ 18" o.c. I gal. @ 18" o.c. ® ART - Artemesia O SAN - Gray Santolina I gal. @ 18" o.c. I gal. @ 18" o.c. LAN - New Gold Lantana AG - Agapanthus I gal. @ 18" o.c. ® I gal. @ 18 18" o.c. AC - Annual Color 2.5 pots i (3)SP - (8)HG - (9)IH''- (3)SJ - (8)OL - (3)NSH (260sf)AC (130)AB - (3)SP (8)HG 5;111 EEr �dl t�.4C � $�g44E,EC•��� AMINO ;a d �l J (38)BBL ■ •� aE� L �- [ Fr31 ■ f ■ -— t o Q�Oa as I i4 • ®■ _ '�■� ■ ro'o■ Oy • VLII� :.:..� °off 0� •�) ■r�..- - -�(4)OL■�� • (8)HG IU O e ■ ■ �� ! aN �'7by��.• �i ire: ® ■ °rC i i I i NNS 1"x • ■� _ a h-Oyi O ° fw�Opp�r Or�O ■ � ��`oepKQOjF � ■ � a ;a �OO�p6 •' • c o o�� � e '°o ■ e': � o ,d • apo; �� • O ,O 001 o• � � oa�o • ■ � 'pol oQac, • a0.9� � �poa oaa ii O,- cajj�j ■ ■ • lo�B3o.j�� ■ � ■ ■ °00 ..Ail I�►All I F o 0 o _ p o II�� III Ai n a°U IIS\� ■ ®■ ���`��� ■■o°,o'II ■ II •JOG, f � Y ■, ( • ■ u d �1 �Ifll .)DPt a° �ii • I � �� .rill fir, . � ■ �° � 9 ° 0 °o p p°°ooeop „aanabxis�, '° O .06RC4G4?!O O 'O A.AAAAAAO• 1 O G O I� ERS � LANDPLANN (20)IH ` 17/ + + (3)SJ `V (3)NSH X11 �1`b 29)ART , (7)OL(1)N (3)SJ-� X'(Di (16)1H '6)[ '1 (4)PR -'(0 7IH �' (4)PR t x x x x x)8 „M i,�) 10 DS M x (4)PR E + (9 M ' a (6) AL (6)DWM "� (16)AB �- (6 SGJ (8)DWM (x1x)E<PH �J JP N T(9)DP WALL \0 (60)IH J (0iiH,(1- x 8)BBL xI I (4)MG I \ (22)IH ! O W AI L L � (45)AC (16)IH' (7)PAL \b (5)MG (3)NSH :...... .........., /)MG + --s0 )TF _ 14) B (30)PJ - (1 )PR (9)OL (45)PJ WB �18 DP I— (5)MG (6)PAL r (1)SJ (3)SJ '� � 24)BBL Q(3)SP 1 (7)DW— (7)OL �� 1 PHS (3) P .. I 0 (:6)DPx 3)NSH O 10 A T \ x U L I x )AB ( D x PHA (� (1)TFP ---- � ' - (10)DP (11)A : - ��'� �-(4)NSH 13)DP(3)NS (4)OL (6)PAL —� I • MG (6)BP (5)DWM ----- 7 D WM O) O Lx: — - (3)SJ 48)BBL x x 3 () (5)MG -( SP (11 ( ) NSH --- 1+ (3)NS 6)PAL (1)EP (18)AB )HG (10 \C�j (3)NSH (18)T (9)DWM PROJECT (2)W 48)BB ° . ' (7)PAL 009 -- NUMBER (9)MG Ng )DP(12 12 BPJ ,','6)1 H `' 7 EPH 2 WB L DRAWING 2TF�-_I (3)NS (3)SJ x 11)AB / .- DATE (7)OL r NSH - --- -- (3)NS (3)N z 1AB 1)EPH 70 B (13)AB x X 8)BBL }Q (10)A ( ) (7)MG 1 7)DWM DESIGNED DEMI (9)M ) .,., (1.)EP sn 01 (9)MG / '\ DRAWN 6,EMI (3)NSH (�1_)�EPH 11 ° CHECKED (6)PAL /~ .. , ... (28)B \cb 0)DP ? ( ` 48)BBL (7)DWM • —-------- -'. REQ/.# DATE DE' -CR (11)A (12)BPJW x I 8 TS ,(�1�)�PH�� � (5)MG ��-•-. I 7-2-12 PHASED P IN' (10)OL A (8)D -R= ,� ° (6)DWM (2)PR j (5)DYH (6)PAL (3)NSH ------- (5)OL (5)AB 91- } DWM W B (7) � MG 48)BB� ) )u. _ � .o • w EPFI1 7 ) � � --------- ( (3) N SH �q�1 ) P R (3) S P AB (5)DWM (10)DP �°� (3)SJ 15)BPJ EP_H. AB x i�J OL (5)DWM DWM x e; 24 BBL 3)Sp :,. )ART 2 :.t:, xX :.( AB 7)HG (6)DR' 6 PAL NSH 9 D / (q,11)EPN� ( ) ) / (11)HG (7)DW (11)AB ---- ----- / (3)PR 'b 1) FP (3 S / / 100% X ��' ( / CONSTRU TII DP (3 (1 )EP , z HG (3) J )AR (22)ART BBL(1`)EP (6)IH"')T / DOCUME -f 5 DW 16)DWM DWM- L _( ) 13 BPJ x '��� �)S�) -/ (3)SJ ( ) P . .. (1)TF x (12P P (4)WB I I (5)PR 35 T _.. -- .... ..... XDWM / s X 5)DWM (7)HG (3)SG S (I) 18PJ (12)MG (3)NSH ( DP' _ (2)SP TFP'�� S H E )AB i S / 0 20 0 40 80 ■ N o r t h Graphic Scale 1" =40'-0" SITE PLANTING PI j H I K E / B I K E T R A I L (80)DWM - (37)NSH — (90)AB — 6) 3) - ( )WB IWO 110)111111W (6) TS (14)DYI- 140• (16,' (20 P R '1 (2)WB (1 4)DP (9)DWM---�-\ (9) D Wtv 1) 1 (, PR ( riw 141 r 142 NMI 144 145 (4)RR (6) S 146 (3)MG --------- (1 I)DYH (2)PAL 147 Zh 61 ht. OPAQUE WOOD FENCE PLAN T LARGE TREES FloA11w: i-Qlvo . 1: 0 L EG E N D '11 m N% N, 'Al N, I 25)NSH DWM (62) +t N. N, LO -Live Oak 0 SO - Shumard Oak + X�l3" cal. 2.5" cal. 61 ht. OPAQUE WOOD FENCE CP - Chinese Pistache BC - Bald Cypress + Y cal. 3" cal. LARGE SHRUBS 0 SGJ - Sea Green juniper DWM - Dwarf Wax Myrde 3 gal. @? 5' o.c. 3 gal. P 4' o.c. BE - Bosque Elm WO- Willow Oak DWM -Dwarf Wax Myrtle MG - Miscanthus Grass 3" cal. 2.5" cal. 3 gal. (!-ED # o.c. 3 gal. 0 # o.c. OL - Petite Pink Oleander PAL - Saw Palmetto 3-7 gal. CcD # o.c. 5 gal. P # o.c. AG - Variegated Agave AB - Rose Creek Abelia BC- Bald Cypress SP- Saball Palm 7 gal. in 48" Pots 3 gal. 9 V o.c. 2.5" - 3" cal. 10- 12! ht MEDIUM SHRUBS ,PR *40-1 ms • WB O G� 1111111111111111112 Op Ila 7 DW� avq,,� (21)-�srw (I)s.l r4m (17) D b, 0 205-949-2074 1?V� .-A (1)PAL a�l M G O &1 % 4 (55)11 3) (6 (1 O)DP Fob • ISI•A Ntis 7 DWM (7 PR !F� G (1 4)TS ��C HG O . ........... 7 OAF (2)PR 79" 135 (56)1 4-J r - Q) ( f) E 0 X r) 0 0 '11 m N% N, 'Al N, I 25)NSH DWM (62) +t N. N, LO -Live Oak 0 SO - Shumard Oak + X�l3" cal. 2.5" cal. 61 ht. OPAQUE WOOD FENCE CP - Chinese Pistache BC - Bald Cypress + Y cal. 3" cal. LARGE SHRUBS 0 SGJ - Sea Green juniper DWM - Dwarf Wax Myrde 3 gal. @? 5' o.c. 3 gal. P 4' o.c. BE - Bosque Elm WO- Willow Oak DWM -Dwarf Wax Myrtle MG - Miscanthus Grass 3" cal. 2.5" cal. 3 gal. (!-ED # o.c. 3 gal. 0 # o.c. OL - Petite Pink Oleander PAL - Saw Palmetto 3-7 gal. CcD # o.c. 5 gal. P # o.c. AG - Variegated Agave AB - Rose Creek Abelia BC- Bald Cypress SP- Saball Palm 7 gal. in 48" Pots 3 gal. 9 V o.c. 2.5" - 3" cal. 10- 12! ht MEDIUM SHRUBS "I'll R I (24-)BPJ 3 6) —BP—J (5)Stll )HG (4)OL (3)HG (4)OL (7)HG I F E (9)HG (6 DP H I K E/ B I K T R A I L (7)PJ (3)OL (7)MG (1 9)DYH (6)OL (3)MG (7)PJ DY" - Dwarf Yaupon Holly EVERGREEN TREES & TREE -FORM SHRUBS SKR - Sunny Knockout Rose 3 gal. C& To.c. 0 3 gal. (LD Yo.c . 0 IH - Indian Hawthorn RKR - Red Knockout Rose NSH - Nellie Stevens Holly 3 gal. P 3' o.c. 3 gal. Ca) To.c. EPH - East Palatka Holly 3 2-"oc. 30 gal. 30 gal. DP - Dwarf Pittosporum (D W3 - Winter Gem Boxwood FLOWERS & GROU NCOVERS 3 gal. @? Yo.c. a 5 gal. OP Yo.c TFP - Tree Form Privet S) - Spartan juniper TS - Texas Sage SP - Sago Palm @ BBL - Big Blue Liriope MV - Marguerite S��.,�-t Po-,thoe Vir 30 gal. 30 gal. 0 3 gal. 9 3' o.c. 3 gal. 9 Yo.c. I gal. 9 18"o.c. I gal. 9 18"o.c. 0 0 PR - Prostrate Rosemary E) ART - Artemesia. 0 SAN - Gray Santolina. WP -Windmilll Palm 3 gal. 9 3' o.c. Igal. 9 18" o.c. I gal. g 18" O.C. CM -Crape Myrtle VT - Vitex Tree 15 gal. AG - Agapanthus 30 gal. 30 gal. 0 HG - Hamelin Grass LAN - New Gold Lantana I gal. g 18" o.c. Pj - Parsons Juniper 3 gal. 9 2 o.c. I gal. 9 18' O.C. 3 gal. P 3' o.c. AC - Annual Color 2.5 pots ,PR *40-1 aw. • WB O G� Op Ila avq,,� LANDPLANNING �9 402 Office Park Drive b, 23 205-949-2074 O • ISI•A Ntis "I'll R I (24-)BPJ 3 6) —BP—J (5)Stll )HG (4)OL (3)HG (4)OL (7)HG I F E (9)HG (6 DP H I K E/ B I K T R A I L (7)PJ (3)OL (7)MG (1 9)DYH (6)OL (3)MG (7)PJ DY" - Dwarf Yaupon Holly EVERGREEN TREES & TREE -FORM SHRUBS SKR - Sunny Knockout Rose 3 gal. C& To.c. 0 3 gal. (LD Yo.c . 0 IH - Indian Hawthorn RKR - Red Knockout Rose NSH - Nellie Stevens Holly 3 gal. P 3' o.c. 3 gal. Ca) To.c. EPH - East Palatka Holly 3 2-"oc. 30 gal. 30 gal. DP - Dwarf Pittosporum (D W3 - Winter Gem Boxwood FLOWERS & GROU NCOVERS 3 gal. @? Yo.c. a 5 gal. OP Yo.c TFP - Tree Form Privet S) - Spartan juniper TS - Texas Sage SP - Sago Palm @ BBL - Big Blue Liriope MV - Marguerite S��.,�-t Po-,thoe Vir 30 gal. 30 gal. 0 3 gal. 9 3' o.c. 3 gal. 9 Yo.c. I gal. 9 18"o.c. I gal. 9 18"o.c. 0 0 PR - Prostrate Rosemary E) ART - Artemesia. 0 SAN - Gray Santolina. WP -Windmilll Palm 3 gal. 9 3' o.c. Igal. 9 18" o.c. I gal. g 18" O.C. CM -Crape Myrtle VT - Vitex Tree 15 gal. AG - Agapanthus 30 gal. 30 gal. 0 HG - Hamelin Grass LAN - New Gold Lantana I gal. g 18" o.c. Pj - Parsons Juniper 3 gal. 9 2 o.c. I gal. 9 18' O.C. 3 gal. P 3' o.c. AC - Annual Color 2.5 pots O G� LANDPLANNING SERVICES 402 Office Park Drive Birmingham, A135 23 205-949-2074 O O 0 n 0 4-J r - Q) ( f) E 0 X r) 0 0 U U to Q jl QJ 64 < PJECT NUMB 009 DRAWING DATE 4-12-12 DESIGNED DEMII DRAWN DEMIII CHECKED 7 REV.# DATE DESCRIPTION 1 7-2-12 PHASED PLANTING PLAN 100% CONSTRUCTION DOCUMENTS: SHEET Ll n6l SITE PLANTING PLAN C 3" MULCH DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK 4" SAUCER RIM SLOPED GRADUALLY TO FINISHED GRADE BACKFILL WITH 50% NATIVE SOIL 50% SPECIFIED TOPSOIL MIX LIGHTLY COMPACT TOPSOIL MIX BENEATH ROOTBALL ALLOW FOR SETTLING. NTS REMOVE CONTAINER & - LIGHTLY SCARIFY ROOTS & SOIL BEFORE PLANTING. SET PLANT 2" ABOVE FINISHED GRADE 111:-1I1-1 1=1I 1 III -111_111 LOOSEN SUBSOILAT BOTTOM OF PLANT - I, PIT 4' MIN. DO NOT CUT LEADER SET ROOTBALL 2"-4" ABOVE FINISHED GRADE; DO NOT COVER TOP OF ROOTBALL WITH SOIL FINISHED GRADE El T6511- wi-=-��'SAFETY STAKUBELOW GRADE • •°MODEL BY TREE STAKE SOLUTIONS. MODEL••. TO '••TBALL; FOLLOWINSTRUCTIONS REMOVE• WIRE FROM•• 1/3 OF ROOT BALL. 101001161=1111111411,0. eI LY RADUALLY TO FINISHED GRADE. ' MULCH IN PLANTING BED. FINISHED GRADE BACKFILL WITH 711- 50% NATIVE SOIL 50% SPECIFIED TOPSOIL MIX LIGHTLY COMPACTED "'-II' TOPSOIL MIX. 2" 12" y MIN. MIN. TYPICAL CONTAINER SHRUB DETAILS NTS NTS 3" MINI PINE BARK MULCH ANNUAL SOIL MIX 3" MULCH DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK o 4" SAUCER RIM SLOPED GRADUALLY TO FINISHED GRADE BACKFILL: 3 °` 50% NATIVE SOIL zLI F7 50% SPECIFIED TOPSOIL MIX '=C LIGHTLY COMPACT TOPSOIL MIX BENEATH ROOTBALL TO PREVENT SETTLING. 9 0 DO NOT CUT LEADER SET ROOTBALL 2"-4" ABOVE FINISHED GRADE; DO NOT COVER TOP OF ROOTBALL WITH SOIL FINISHED GRADE Jill 'SAFETY STAKE' BELOW GRADE ISE MODEL BY TREE STAKE SOLUTIONS. err MODEL SIZE VARIES ACCORDING TO !�L ROOTBALL; FOLLOW MFG. INSTRUCTIONS �- i 717 REMOVE ALL BURLAP & WIRE FROM TOP 1/3 OF ROOT BALL. TYPICAL BALL& BURLAP EVERVC3REEN TREE DETAIL NTS 1. VERIFY ALL UTILITY LOCATIONS IN THE FIELD BEFORE BEGINNING WORK. REPAIR DAMAGED UTILITIES TO OWNER'S SATISFACTION AT NO ADDITIONAL COST. 2. VERIFY QUANTITIES ON PLAN BEFORE PRICING WORK. NOTIFY LANDSCAPE DESIGNER OF DISCREPANCIES IN QUANTITIES PRIORTO SUBMITTING PRICING. 3. STAKE PLANT LOCATIONS FOR APPROVAL BY THE LANDSCAPE DESIGNER BEFORE INSTALLATION, ADJUST STAKED LOCATIONS AS DIRECTED. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL OF THE LANDSCAPE DESIGNER AND OWNER AT ANYTIME. 5. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIALS, FREE FROM DISEASE AND PESTS, AND MEET OR EXCEED THE STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. 6. MULCH ALL PLANTING BEDS WITH SHREDDED HARDWOOD MULCH -TO A DEPTH OF 3. 7. PROVIDE A 4' DIA. MULCH RING, 3" DEEP, AROUND ALL TREES LOCATED IN LAWN AREAS. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. - 8. ALL TREES PLANTED IN SOD AREAS SHALL HAVE TRUNKS LOCATED A MINIMUM -CLEAR DISTANCE OF T FROM EDGE OF WALKS,CURBS, WALLS.ORADJACENT BEDLINES. 9. PREPARE ALL TOPSOIL USED IN TREE AND SHRUB BEDS AND IN GROUNDCOVER BEDS IN THE FOLLOWING PROPORTIONS: 4 PARTS NATIVE TOPSOIL 2 PARTS DECOMPOSED ORGANIC MATTER 2 PARTS SAND PRE -MIX TOPSOIL BEFORE PLACING IN BED . - 10. REMOVE FROM SITE ANY PLANT MATERIAL WHICH TURNS BROWN OR DEFOLIATES WITHIN FIVE 2) DAYS AFTER PLANTING. REPLACE IMMEDIATELY WITH APPROVED SPECIFIED MATERIAL. 11. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL DURING INSTALLATION CONTRACT PERIOD UNLESS OTHERWISE SPECIFIED. MAINTENANCE INCLUDES WATERING, SPRAYING, WEEDING, MULCHING, STRAIGHTENING, FERTLIZING, CLEANUP, E> -C. 12. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 13. IT IS THE RESONSIBILITY OF THE LANDSCAPE CONTRACTOR TO DETERMINE WATER APPLICATION RATES AND TIMER CYCLING. THE IRRIGATION CONTRACTOR WILL INSTRUCT THE LANDSCAPE CONTRACTOR ON THE OPERATION AND PROGRAMMING OF THE CONTROLLER. SAND FINISHED GRADE 14. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 15. LANDSCAPE CONTRACTOR TO PROVIDE OWNER WITH AS -BUILT DRAWINGS FOR ALL SLEEVE LOCATIONS, IRRIGATION MAINLINE, VALVE AND CLOCK LOCATIONS; AND ALL LOW VOLTAGE LIGHTING CIRCUITS (IF PROVIDED). 16. NO GRAFTED MAPLES WILL BE ACCEPTED. III— II -11— 2:1 SLOPE 17. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE. 18. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECORATIVE ROCK NOT LOOS ORA PERENNIAL GRASS IS REQUIRED LOOSEN SUBSOIL IN PARKING LOT ISLANDS SWALE AND � ( LOOSE), Q AT BOTTOM OF PIT S DRAINAGE AREAS, THE PARKING LOT SETBACK, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 4" MINIMUM GENERAL PLANTING NOTES Not To Scale LANDSCAPE REQUIREMENTS -Phase Symbol Name Size Quanti °� Value Total LANDSCAPE REQUIREMENT CHART Not To Scale l0ie Quercus rgtnana 2.5-3" caliper 78 150 11,700 + (Canopy Tree) • +003hnef Risgche /, P�stacia chL r�s� 2.5-3" caliper (Canopy Tree) 49 150 7,350 LANDPLANN rg ke�Eln/ mus kparvrf liar' e' 2.5-3" caliper 109 150 16,350 402 Office Park Drive (Canopy Tree) Birmingham, Al 35223 205'949'2074 lfbw OaklQ:uercusuirginaa 2.5-3" caliper 56 150 8,400 (Canopy Tree) of 0 Su f2.5-3caliperhn d0�/Q (Canopy Tree) 46 150 6,900 ° °CrepeMyrtle ° / Lagerstrom�a,,lndica7 1.25-1.5" caliper (Non -canopy Tree) per cane 72 40 2,880 1.25-1.5" caliper 50 40 2,000 (Non -canopy Tree) per cane OL `Amencan Holly. / Ilexopaca> 1.25-1.5" caliper 58 40 2,320 (Non -canopy Tree) per cane r) O Indian Hawthorne / Rhaphiolepis indica. 3 gallon 729 1 729 I (Shrub) :Dv+ arf Pittosporum / Pittosprum tobira'Nana'-.! 3 gallon 635 1 635 " ' (Shrub) V a) y� n SITE AREA POINTS CALULATIONS J 0Q Q.) 1,876,655 sf / 1,000 x 30 = 56,300 points required L: JECT NUMBER STREETSCAPE POINTS CALCULATIONS DRAWING 4-12-12DATE 165 If on Market Street /32 LF = 5 trees required DESIGNED DEM1111 291 If on Junction Boys Road / 32 LF = 9 trees required DRAWN DEMI11. FRONTAGE POINTS CALCULATIONS 165 If + 291 If / 50 ft x 300 = 2,736 points required REV.# DESCRIPTION TOTAL POINTS REQUIRED: 59,036 TOTAL (DINTS PROPOSED : 59,264 BUFFERYARD REQUIREMENTS Symbol Name Size Quantity I Laurel Oak / Quercus laurifolia 2" caliper 65 (Canopy Tree) BUFFER CALCULATIONS 1,345 If of Buffer/ 25LF = (54) 2" cal. Shade Trees 100% CONSTRUCTION TOTAL TREES REQUIRED: 54 TOTAL TREES PROPOSED: 65 DOCUMENT' LANDSCAPE REQUIREMENT CHART Not To Scale �T O A G V • IDERS U LANDPLANN NG SERVICES 402 Office Park Drive Birmingham, Al 35223 205'949'2074 o of cc3 OL 0 i r) O o � I O n C-77 O I n� W r CC3 " ' U V a) y� n J 0Q Q.) L: JECT NUMBER 009 DRAWING 4-12-12DATE DESIGNED DEM1111 DRAWN DEMI11. CHECKED REV.# DESCRIPTION 1 7-2-12 PHASED PLANTjNG PLAN 100% CONSTRUCTION DOCUMENT' L SHEET i L 1 n7i! SITE PLANTING D '�TAII ---------------- �' % I . '� wl�� M11 -ow _sow_� -1 w"76/owww- im !!!��w mi min IM -11 \ V ------------ im Mai mi 0 �w Iiii _11ok \j ------------- ----------- ------ ----- ----------- 7 7 pw I 7W" 77v - ------- - - - ------------- ---------- -------------- ------- ---------- <0' --------------- ---- — ----------- ---------- j flu %------------- ®R — --------- K , OT 1 BL6CK­-,1_------\ > L if L;Z, OF Z �01 LOT,,l BLOCK 1 X� ,Vk % % ----------- k 4�" Al _'w 1 't; if N I Y w WN am, M7�7-_,, SHEE k.X X\ oh� fff/i 1> Y t N1 Mimi= — — — I- — — — — M' IM -P�Nw — LOT ..2 BLO jj— k It SHEET liffi­ D A GE E L NOTES J 01 N. 1. 100%COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIREDIN PARKING LOT ISLANDS, SWALE AND DRAINAGE AREAS, THE _FBACK, RIGHT-OF-WAY, PARKING LOT SE ENT PRO AN D ADJ PERTY DISTURBED 7,r I DURING ONSTRUCTION. 2. ALL DISTURBED AREAS ON THE SITE tm _W1 THAT ARE NOT DENOTED AS PAVED AREAS W ILL RECEIVE SOLID GRASS SOD. 3 AN AUTOMATIC IRRIGATION SYSTEM 2-1 F, WILL BE I INSTALLED BY A CERTI F1 ED IRRIGATION INSTALLERTO COVERTHE ENTIRE NDSCAP DAREAOFTHESITE Z -OCCUPANCY. PRIORT CERTIFICATE OF V 4. DRAINAGE SWALE TO OCCUR AT THE TOE OF PROPE SWALE WILL BE FIELD LOCATEM SH:. ET I PRIORTO INSTALLATION. U v� N X, o r t h N V 100 50 0 100' 200 Grapl�iic Scale I 100'-0" !on M� 'Nip! mI DERS1 LANDPLANNING SERVICES 4020ffice Park Drive Birmingham, Al 31223 205-949-2074 4 L_ 0 E n 0 n u WE Id - Qq_ PRO] ECF NUMBER 009 DRAWING DATE 3-9-1 RE\/.# I DATE I DESCRIPTIO 1 15-6-11 Irevisions per Ci� com JUN 02 COLLEGE 81-A"'104\1 VELOPMEW SERVICI AT ou crk. SHEET t4r, 11 , '9' Ilk 48 \0"'w 1611 f� 1 —r— r— I A k 1 r-1 1— 1— A r-% r— � M I( A k I (7) Little G6 m\ Mag lia's V 10 5 -5 — 3 777� Pro P Lilne X owl -Ifflw -(3 0) Liv6 6 k + AN neseTistache (123) C�', i" ------- -------- 13 9) Crap e\i iyrtle V. + \4 -ne Wall 8,11 kt. S�o OT ----------- gm AN - --------- -- ------ S Prop. Line it A NAM, ON Rom I o"! w IN it ®RION ME - I I - P 9 -1-012, gTw� + at -�M it 0000� op III P-fr—s*-, M., z g T�' it I L. LANDPLA ING SERVICES 402 Office Park Drive Birmingham, Al 35ZZ3 Z05-949-2074 1 r) .0 o u V) tp\ E ARE RR WMMIM N + 1 "16 4171 + 0 INN, ORN, gog-og WE ME MER (7) Wa) I I fit; "(3) Little Maghol�a-, AN 4-: INC MAR CY) V) L Lu Lu T Lu T I it I 1A Prop. Line PROJ ECT NUMBER 009 DMWING DATE 3-9-1 11,� INS- MOM, DESIGNED DEM111 DRAWN DEMII� .0, -s ofi REV.# DATE DESCRi�TION BEER 1 5-6-11 re\Asions per 0�comrnenl REVIEWED LIA q JUN 02 'nil COLLtU' oir,, K"M EVELOPMENIT SF--RVG-S 'LAT FILED. + Mimi S S SHEET Al- - AO ')0 A P t -M-1 S IMF ',', mowL MOM NOT .......... . . . ..... ................. R ssvo -M-01M r�l-r-r- I A k 1rw'%f-,1'- A r -%r- M1 A k I ( "� .e /. \.` it /• .F \h I 1 ` o.• '� � / \� � "�' .. �: Nom' /, �\`\ '. \ i I 1 ( �� , �y 3� Ji If \ \ % 11 a ' , �.�;�+'� .,�•• / i ` �+ t<.�;+ :} ..\ /� � f / r / A JI '�f-'I t I r a ["- 3Ic- /. DI'mms BAC>TOSS COURTS ���-- \ JA v y v \ Prop. Line \ � s \\ r VL/LLI U%y-' f \1r t CCORT - M 1' _ 1 31. , I Pro osed 48" ht. — - \ �' r "steel ool_fence" fe (re rice-Eivi , h - LSO T -2 -B L 0 0 - --l" . ll I i 1 ill � +4•II � ' It �,� -.. 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